The URL can be used to link to this page

Home My WebLink About1000-122.-3-17.1 00-2547 ACKNOLSOGES THAT THE COMMONS OF THS SITE PLAN RINT OUS L REVISED SITE PLAN '• • , PLEAS NAME d./ /7 N/ )�L. e ."`'O0wvllsy �C� _ �v q ✓6, SEPTIC & DRAINAGE PLAN A ° • " , TYPE "A" PAVEMENT SPECIFICATION A ORZEOSiGNATURE MILE ONTO SITUATED AT ' , 1 • =c 4�7 1 1/2" ASPHALT TOP WEARING COURSE MATTITUCK APPROVED BY • / x COMPACTED (N.Y.S.D.O.T. TYPE 51-F) �5ry"�r.J�I.,�, TOWN OFF SpODUTHOLD PLANNING BOARD F' "{ Eo 0 wJ / / t'y3 °` •• � (SRECYC ED" DENSE BCONCRETE INDER UN.Y.S.D.O.T.)TED \^""" '� '� ' -OL1p116TOWN OF S 0 U T H 0 L D �wfO TIO 2'" e' SUBJECT " °� . / (1011 TYPE "A") Anil a12E051ON Tine OATS PREMISES 6" SUB-BASE COMPACTED SUFFOLK COUNTY NEW YORK �O ', �/ h. / (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) P40TE:The approved site development plan shall be valid 5 \ levo/ aoT° / aperiod ofthree(3)Years from the date ofapproval BsPer S.C. TAX No. 1000- 122-03 - 1 . 2 \'k% /•4 . // t 2" R code section 100-255. / -Page / af3 S.C. TAX No. 1000- 122-03-02 '/ ` F,P =-'c��,M¢s cnEEx y '' y �' • + / T� -T SuiPoth County De artmeut of Health flervie¢s F° °"e• /, / •° I s. 1 }" ASPHALT TOP WEARING p S.C. TAX No . 1000- 122-03-5. 1 LECDN AVExuE � / "• n •� • , J / / COURSE Approval for COnstructian-0t1 er Than Single Fanul L -2 I S. C. TAX No. 1000- 122-03- 17 4\ 7 ,/ •° % / / 1a. RECYCLED CONCRETE Reference ND.C1C'-o$-000S Design Flow DENSE BINDER COURSE SCALE 1 ,� O, ' a/✓ j °., Lh,2,ep - -- general -- JULY 12, 2006 6 SUB-BASE 'I`h0se lane have been reviewed for conformance with Suffolk KEY MAP 33' ° / I I sCountyupply Department of Health Services Standards, relating t0 WmtCP DECEMBER 21, 2006 ADDED SITE PAN / i °x' •� // F- 9• '-I supply and sewage disposal. Regardless of any omissi0¢G: JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY M `' • % / 3, 500 PSI, CONCRETE inconsistencies or lack of detait, construction iu required to I ' In AUGUST 27, 2007 ADDED SITE PIAN SCALE 1 ' =600' P i accordance with the attached Permit conditions and applieahl0 OCTOBER 19, 2007 ADDED DRAINAGE A SEWER H JANUARY 24, 2006 REVISED AS PER NYSDOT LETTER sivalards,unless speDIIlcallywai-vedby the Depm'.mcnt.This approval / TYPE "A" expires 3 years from the approval date,Unless extended m'renewed FEBRUARY RL 2?20080REVI REVISED REVISEDSITE PLAN N / '/ �• %% °, ,g �/ PAVEMENT AND CONCRETE CURB DETAIL Z/Zs/ 9 APRIL 9, 2, 2 REVISED SITE PLAN o SEPTEMBER 12, 2008 REVISED SITE PLAN / / ¢� •� yq0`, NOVEMBER 6, 2008 REVISED SITE PLAN 1G / / " � �• ,rvA�y7-. '� ,° • / � ,' � " "(COt t0 scale) Approval Date RBVIBW., JANUARY 23, 2009 REVISED SITE PLAN ° ° dLziFJ, �M �� AREA DATA x i by DHpt.Q PHL'I Seru r,Gs 10,140 sq. (t. S.C. TAX Na. / P � ' °.'• •• •� �,aLj 1000-122-03-1.2 0.233 ac. k TYPE IV' PAVEMENT SPECIFICATION - - - S.C. rax No. 3,346 sq. ft. )' .EYi If 7 - -r'T2ID BY THE 1000-122-03-02 0.306 ac. ' 9T' •• /� COURSE COMPACTED OL 1 :3 SERVICES. S.C. TAX No. 40,618 sq. ff. / 3" BLUE STONE GRAVEL WEARING G �^ CALL c.T� _ l^reve94.01:J 11DVANCE, 1000-122-03-5.1 0,932 Co. 5" DENSE BINDER COURSE COMPACTED SHh A / c "t '• /°' Y ° Y / eo (RECYCLED CONCRETE N.Y.S.D.O.T.) To SCHBDULD INSPECTION A). S.C. TAX No. 20,038 s (f. 'fR/J ed• / / • ° ' (1011 TYPE"A' ) a •# S 1000-122-03-17 0.460 CO. 6" SUB-BASE COMPACTED �y , •/ f / / ° • ° "-try ^ . / (N.Y.S.D.C.T.) TYPE 1011 MATERIAL) TOTAL 84,142 sq. ft, 1.931 ac. iYr- ,n. • / • 'Y °a ° , .n Y' / � a, .1 1/2" R - 3" BLUE STONE GRAVEL / �R •" '•,ry' ° 'y y�y' q WEARING COURSE NOTES: ^ ^ •" y' / p}yy, o_) ' 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM °' • 'tcR u., „ � r,l c. .rtl„ '..' RECYCLED CONCRETE EXISTING ELEVATIONS ARE SHOWN THUS: SDs / •5yA " 1B• 5" DENSE BINDER COURSE EXISTING COUNTOUR LINES ARE SHOWN THUS: -20 - • 9 Fa - FIRST FLOOR 65 P1{,A` '+ ' • ' ° • • / ¢ cFy - GARAGE FLOOR �caSr- } a SIA` 6" SUB-BASE 2. FLOOD ZONE INFORMATION TAKEN FROM: O'W QJey `WPMJ ° " a ° 1Qoa ,Mac, ,3� r' / FLOOD INSURANCE RATE MAP No. 3610300481 G J°jv°Z `)' /vS r f 2° {r+'~ e4fih /1isr, 9 3, 500 PSI . CONCRETE ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE T° 1T DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ° ° • 95 / S s v�" sw, SITE DATA: 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD = A / \ 'p• TYPE "B" ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. Y rpt`/ / s/, TOTAL LOT AREA 84.142 SO. PT. • /4^ PAVEMENT AND CONCRETE CURB DETAIL TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. 3. SEPTIC SYSTEM STRUCTURES SHOWN: TOTAL RSIDEWALKFRAREA 1,959 SO. FT. ti� •�Y ,�a'"y/ / � \ F ° � TOTAL ROOF AREA 9,697 SQ. FT. o (not to scale) TOTAL LANDSCAPED AREA REQ'D- 35% (29,45° SO. FT.) 1 a • •/•' .oM1i .4` d/ / \ Sts °yF \r( & TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,850 SQ. Fr. PROPOSED EXPANSION POOL / ° `Y/ p -N• \ qj ,e ( Q (� TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SO. FT.) ,. .y� ° • TEST HOLE yy \ ,T\\ L, y (iB 'I' �.Ci) R • : / / IJS yr} x \ 'r •� tC CS -1- AREA INCLUDING THE FOLLOWING SITE T QS ROAD ACCESS AND PEDESTRIAN WAYS 9 � h^ \ M o ro 0 f ° • � / \ \�� Oq �+ fq q, � MINIMUM SIDE YARD PERMITTED 25' PROPOSED LEACHING POOL PROVa x \ \ \ �dl� �Q¢0Q,Y MINIMUM DTOTAL SIDE SIDE YARD PERMITTED-504, a 125 9 PROVIDED TOTAL SIDE YARD 60.9' G +' � ? ,max v.Rlw ✓ C.4 'L7Y T x x \ 7V L T' \� MAXIMUM BUILDING HEIGHT PERMITTED 35' O PROPOSED SEPTIC TANK 1 !° `'� 4 1 .- �C ,q \ Q- PROVIDED FRONT NG HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) O t3 _ ,a" ")'F W` te\ / /G \ \ MINIMUM FRONT YARD PERMITTED VARIABLE . PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) . ° . \ mh LOT COVERAGE PERMITTED Sox 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ` °• ,1'/ •, • ' •' Or LE�'.`, ; ,' � / �. � / \ / \ \ rya 's LOT COVERAGE PROVIDED-15.8% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OSS uL'Is.°, :'.!`'i"_=- yoe / u,ax {y x \ \ \ \'C� / '.e" x y z /-Ll� 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA ' j. „v L ° 61 / e$1 / . ' \u \ (EXCLUDING ROOF OVERHANGS) 1 ° •° ' �,�� . � ' Ag �_ m TUB / \ � 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA ?y � / , Q.'S� ��a"' 4} `� p' I \�n BO (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) 0V, P vx /q. \0� \ u4 / T A ;< �S' ��• % . �,�. ' �x � � Da No � Y � � c � � ,( 6. TOTAL LANDSCAPING AREA = 28,642 s ft. OR 34.04% OF LOT AREA `•/ , ° cL Q `t� 5`� aM / s s• / / y, NTije sib O - "IV 90" .g.� \ \ �¢� (INCLUDING BUFFER AREA) q ° ® O IF,A \\ / 4 % rr \ / 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND \ cl / °•, \�+ '\ ) ,�P 't �.\ b \ -` tim x� �/ /9 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. /" \ QJYp\\c •O� U'9 �S /i' \\\ x � } Q S?o'\ / / / 2� 0 LEGEND: v Pe"a / ,' ° ( �\,`•y�/ x ® n \� AL1 /y / / \\� / +y / / \ // 'OO, °, a �^_ \ . ' •• � " o/ '(`�J\ g / / > . .rte, / \ W / / T.C. - TOP OF CURB oz- • /(h x �S J \ry' \• \\ryD' ° / ,y ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) o eJ ac. ° PM. / �g ,s Au Tg' \ o, x \\ f \ry5 '�o ry / / / ai`` E' C % • .09 o- {.} 0 / 1• \ 4 "123 f. y. /\/ / \ S T.A. - TOP OF ASPHALT J56 � '; ��' /'�� \- 1 Y' \ - ' �T 'R p/ \/1 / U .. .- 4• < � '. / ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) 3YYYy Y / Iib 11 'C \y / _ ° °4P4A'pa/ f•� • \O\ 4P' II0 TEST FI'vII'E DATA T.G. E�EVATIONRAINSGE INLET(PROPOSED ELEVATION) N° 'Mo • "��(\1\' / \ pjb p /!�/ E . S . / \` `\ // I s+y. � (TEST HOLE DUG 6Y McDONALD GEOSCIENCE ON JUNE 8, 2007) \O� / ` II I ,Q / (p^(7- T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) `IfJAT'E 1 it - J. $ , EBVOGES. I� , q ,p / / C' / OU e. iz s' G ELEVATION 72.5' TYP. o •'c S - T 'P Via'" r �, X, PS / 0 . MIXED SAND AND LOAM - CONDENSER UNITS 'S. .(. / y . M 1017'^` �Ca�C/ ,° 12 - PROVIDED PARKING STALLS smwx SHIN smD sM �3j'- BANKED PARKING STALLS �\�� .91' / AUR R,ny ) /' �'�-a• y�'' �l'0(e/ I cAi' (I(I^;A.11.,,/`\\ \ - L� \ f '(''P}/ S.B l / �O s. F'- V _ s °°, -eq /° /y, ' Zp�� w• \•° �O•I" / I .gyp frjJ1 vP/'Y �I \ \\\ �gS. / / ® Fm ,/O ® x� I / to? (''\� PA.E .norm HxE s+Nom J DRIVE UP WINDOW STACKING PARKING STALLS •°• 1' 7r' ', � / d ��y o / Yds ryP x ` 6, / / / ® 3��\y 25, I lO° CD ,,`p °h EL DA �� - TRAFFIC DIRECTION FLOW ARROWS / 7 �7'' 4 . '/ • / r p;".• .'6/� Or'�' / {,•(0`A `zi./�o. \\\\ ,�/�//jam; MvN \ 9 ^ ° Y ,�•• . q. . / l� uy 'hs x \ �'A •F \ // I v, 7 ' A / • R� � . 'I u " '- d: \ \/ ;/ .'� � f( �' -q., wAhA IN P+.IE B'Dws FINE GN o EP ,s rgtiT .N TYP \ \ // \ / I �. Aq Ni ,° �a3 �y- • a, 3TTY '��t / �DM y \ y7 y� ,� o\ R �\ ,� \ y �6F xa dip/ o��stooys qZ4 4,o \\pry x /\s, F€9 / o• hs ISO.a' ,3 n' . r•{. • 5R• °. ° ' .ba° ° 4•'PM qo ' A a�,�„ ✓ / ® \ \ �\ //S. 1 roQ R' oo gCcn Ne ° ••e cpd° i ° x CF 1, Ag• qe /°( /�� 2• \ / \\\ /N6 c / SEWAGE DISPOSAL SYSTEM #1 CROSS SECTION ° c+°M �l1- ?� !2, \�Ah .9�,e , x1156' \p \ 1 //' \ (NOT TO SCALE) e.ax I .4. • Y' // ° • \ .v o\ x�1.' ^a- 1 'o sp o f r ® h ® �,/i o I pq,� s"' L �` / / x.'°'s Q), �'1 ,• /.°' , ° • ' 5, ZJ\V \ { S "� < \7' ('J \ / Vp \\{- / /\\�/ r.Fl- FL lLu .DAG.ME c I. kNLWAv ME cl. MINCE RMDM0.AmY TIE c I. rI.NE RCIDWwAmI Tel c.I. FAWE e` xSLL `9 x, ° . W' 0 '"E Fd ,f /? �%� U• pq,�� y' \7 I 1I\ xw� ,yQ/I / •E.x OnsEcr'AsNO alsxm wnE cum(xsm rnwr) Asx GRACE (IxsEci rDIAO a sx uuoE ONSECM mwn U I\ J�o .IE�e ° . \\ /ole .,q, of , m mxnc aumxc cnaA T'-D• A I'-0• ' d`"° , °f• ° ° °° \ ., SLS/6 1 xb x F // \ Py ` / ' \v x" u9 / 639, 0o O ® e Pvc 'PE®I/r/tt.(min IN. uw, \ .9.d / / / O d IV.Is.. PINE I/x"/n ' "• x 4 \ ® x OC\ 7, / / x'5'1 < / - / / N0 Irry ¢ Jo2 v+. v- _ = s• I ,�T2 ,a •/ •caCS4 ° • •°//' sf �OT1t qc/ \\\ ® _ _1 0 / 9 hry ® / /� i / Z +Y, q Ix+.¢.0 Ixc EL➢d Inv ri u: mv.EL rl.o: y' NSC o?C ° /• a ,,p`- •C • / `p1P u•moPJiLs 0 0.M / '.. •r.�' . ° . �J y '•- s'JO d P°@ � �12 EXISTINb ElUILDIN6TO 4 STRUCTURES BE REMOVED /Y°i'kG, O QIfi- \\'\ .I. 90 Q ! / ��0 �Q' \\�\>��\ / / / ` 9• II�' \\\ x / o +9 //'• jY _ \\ ® 1�,�2' x n- I ® J r^� r?sfF1' / 3.1 Ei �9 ?t • S. `y fj d . '° • °� q' / • 4 Al9i� \\® XwLLIQ -c9 "'}➢.55 t \ryQ l., \• y.a �`P ur imp) \�/ X• \ (P� Ay'U\ryh / \\ 1 D ^ J / / 1,200 GALLON • / / ° ' •i/ • N SEPTIC TANK 1. • . 'y n ♦.f- •2 SE.r °y, T \Is/ , /� ,021 `\.\ \ / 0. \7� <0''� M^Y • y�` �G'•:p ° +l� �\ I I � 0/ / clrAx vND u,D cluvEL BonoM Fi;.Z' eonoM EL.5Z y : • o� r ♦ O BYLh a \ T6 i / /i/ b' / E b E "L' ,rye/ P• / SJA stl' �il'"P 1D qIRAs ® �\ A T,�'� --0 - - _ - / \\ QP \ \\\ 'Y 1 ry\'YO ///r. \10y /l / / (3) LEACHING POOLS _ \ DISTRIBUTION POOL 11 IV MIN. \� x� xi- \ I - / / au / / / SEWAGE DISPOSAL SYSTEM #2A CROSS SECTION (NOT TO SCALE) • 4.,y� 9- -- \ 1 ry0 ,1 j, / 11 G.Jules nppwp TYPE C iRM1E FwwR0 oUGF ."�wDMY ME C L in.WE 'I GRADE GIWIE k CqAy m MEC E 004 t0 \ ala y ./,iC`+ / / \ 1 ® ', Q' , \Myo / �o°�D ,� wI (msEci mooFi Oxsmr•Zffl) If.�yD Bxsccr Pxmn P'6. M 'o, y T {yl/ 9.f \ \\ 7y x P� yp c -c r nc".mmc sw,xc crosn 4 P toC,P�°,� 9'J * �/' y �/ x r0 ,', 4�U� Jr0' ® •Ywr AGN MME I/aT/rL �..) Ilmin) _)_ 'xlri. �\U \ -\/1y\//�"IL8//ems/\/I ? . 10 g I .•Pm Plre®I/eyN(mm = f'"4J, ! x F \ �' / �A P ° �'g d� >>'�\ //��/ l- \\ e zs \ / 3°y / SEWAGE DISPOSAL SYSTEM CALCULATIONS DD � F gOo 9 V. \ T y / a U�1 ry0 ///' \\`Qp'- �- / / (GROUND WATER MANAGEMENT ZONE IV) L {e 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x 1,931 ac. = 1,158.6 t, 2. SEPTIC SYSTEM M7 + _ / PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) T L� Immo ® �' Q, 3,244 sq. ft, at x 0.06 GPD/.T = 194 GPD (NON - MEDICAL OFFICE SPACE) X, PROPOSED u o o - �a 3. SEPTIC SYSTEM q2A 1,200 GALLON Io-o• �,,yy0 + C,p N �q' / PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) SEPTIC TANK ^ `SQ - y, 'M_EG �'1 `1 4.750 sq. ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) Us, CIL+I wm A0 WM�EL -BOTTOM EL ,S.Z' Np ,CS .6 \ 19 4. SEPTIC SYSTEM #28 •Q O� ` + Q'+ ` -- //g, 01 �O PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) cgoueo OMTO, cL. ac E �� N� /.. \ x r , �'� 5 4.750 sq, ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) Y T T \ry0 °41- �1G O�� 5. TOTAL FLOW = 194.64 + 475 + 475 = 1,144.7 GPD (3) LEACHING POOLS /v R�• /` U6- SEPTIC TANK CAPACITY REQUIRED PER BUILDING •!��' x- q/ry/NG Wh A p�Pp o 33 0,��1 SEPTIC GPDYx TEM#1 GPD SEWAGE DISPOSAL SYSTEM #2B CROSS SECTION � PROPOSED (1) 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) (NOT TO SCALE) SYSTEM GALLON SEPTIC TAN DIA. x 4 LIQUID DEP Ec 7. O 475 GPD x 2 950 GPO DRAINAGE SYSTEM CALCULATIONS C q _ . A DOAG,ME C.I.iRWE `WDwAr M r {pIYE nCMWAY ME CI. 47.41E xdGNAv ME cl fRWE `Vb S I �, }\ Q of �K,P PROPOSED (1) 1,200 G K 8' TH • mvEn IINSEC!PnECr) HLLmsx uM°E E. (Insmr xHwRO as�GIVDE A cD.nH IINseci PATIO FlKGRED GRADE .% (IxeFLI PRDDO �' 1 °° Q`' B. SEPTIC SYSTEM �' 2B ixv a ® Imo. Imm) rs-,rv" ',AAI cmhn Iuxo Tux NUMBER OF TRISUTA'31E5 = ONE e� C / �O a 6 C 9 ,9usr ieox PPE V•'/n- MI 117 9, 00 w x2J 43 ? , � \`y Qo`' 475 GPD x 2 = 950 GPD •'Pm NAE®I/e-/rt(.M DRAINAGE AREA WITH 100% IMPERIOUS = 54,292 sq. ft. "(' ryRq p•o• •60, ° DHA q PROPOSED (1) 1,200 GALLON SEPTIC TANK (B' DIA. X 4' LIQUID DEPTH) ren 1 - ASPHALT PAVEMENT. SIDEWALK, AND ROOF V °° Nw 5 EACH DRAINAGE RINGS 10'-0" DIA A = 30.9 RINGS b feO� 9. LEACHING POOLS REQUIRED SYSTEM #1 Hc.b- G. Iw EL n.r Ixv.EL as EACH IN DEPTH WILL PROVIDED o0 o•=O. u 44 < P au yp MAXIMUM 388 GPD x 1.5 = 258.67/31.42 = 8.23 V.F. -T 1736 aq. ft. OF CAPACITY OF IMPERIOUS AREA yo ,.0 O oa G SIDE WALL LEACHING AREA s € NUMBERS OF DRAINAGE RINGS REQUIRED - 31.3 RINGS 5 ,Syti A°°.r' x x o'("P PROPOSED (3) 10' DIA. x 4' DEEP x PLANTING BUFFER AREA WITH 10% IMPERIOUS - 29,850 SO, FT. y LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. NUMBERS OF DRAINAGE RINGS REQUIRED - 1.8 RINGS I-CI �� #2A Y e'-D• P r;• TOTAL DRAINAGE RINGS REQUIRED - 33.1 RINGS 6 10. LEACHING POOLS REQUIRED 1.5 SYSTEM X31. ,q MAXIMUM 475 GPD x L5 = 316.67/31.42 = 10.1 V.F. TOTAL DRAINAGE RINGS PROVIDED - 35 RINGS ,� Sp 00 SIDE WALL LEACHING AREA UP2i /S Or• o PROPOSED (3) 10' DIA, x 4' DEEP >pe 1,200 GALLON G' f Ng LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. e�e1111 Q, �F SEPTIC TANK ?' 11. LEACHING POOLS REQUIRED SYSTEM #2B W o �Q ZI MAXIMUM 475 GPD x 1.5 = 316.57/31.42 = 10.1 V.F. 7 N h W G.solo Ana ciuvEL \aDIIOA EL -BDHOM EL.S.Z TYPICAL STORMWATER UNIT GI / fie• SIDE WALL LEACHING AREA xss -¢sem = E -r zy PROPOSED (3) 70' DIA, . ) DEEP W N Lytes cgcurvD WATER EL JA' (NOT TO SCALE) (� LEACHING POOLS (3)(725,7) = 377.1 S0. R. Z S� gDNINE RAEACOVERmmCRi,GT felaTYPE6e.O, y�° PARKING REQUIREMENTS W Q oo DISTRIBUTION POOL (3) LEACHING POOLS ASPHALT OR GRAVEL SUNEME ELEV 11 5' 11YP.) Oq EQUAL G �Q 1 U 41 2Qo`, TOTAL BUILDING AREA 12,744 sq. ft yy[� ` e'TMICx REINFCpcm CONCRETE WGypO (BANK AND OFFICE BUILDING) E �TRARIC DGOING SLAG DYP H-Wc O' e W Da' PARKING BREDDUILDING FOR 33 STALLS NG 12' CORRUG. PE GRAIN _ 4e- BANK BUILDING PIPE OR APPROVED EQUAL o 9 1 STALL/100 OF FLOOR AREA Dsx RN._ x be' 3,244 sq. ft./100 To ERN Uxn ,Nm 12" cORRUG. PE DRAW O, PARKING REQUIRED FOR SITE PLAN & DRAINAGE & SEPTIC PLAN DESIGN PIPE OR APPROVED EQUAL " OFFICE BUILDING 40 STALLS UNAUTHORIZED ALTERATON OR ADDITION PHYSICIANS AND DENTISTS SE THIS SURVEY Is A VIOLATION NEW YO of Nathan Taft Corwin III 5 SPACES PER PHYSICIAN OR DENTIST James V. DA,�Lucca R.A. PREPARED w ACCORDANCE WITH THE MINIMUM EDUCATION nog OF THE NEW YORK STATE TOTAL 8 PHYSICIANS ,. STANDARDS FOR TRE SURVEYS (SHED EDUCATON HAW BY THE LLA.L S, ANO APPR ��qqaa C TEACHING RINGS (ml" AND OR DENTISTS X 5 FRED 4 FOR SUCH USE B THE $r COPIES OF THIS SURVEY MAP NOT BENRING ^ =•-O• BUNCHED PRECAST CDNC CRUSHED ,/1• _ H_H/2• SroNE C Land Surveyor \ TD (ml") wW To . 2e D. ALL AROuxh OF REDO) STALLS PER PHYSICIAN OR DENTIST G\5 - E ;2,u nrE A55ocIAnDN �P'C O THE LAND SURVEYOR'S wREO su1 oR o -(pFTO 'P EMBOSSED SEAL SHALL NOT BE CONSIDERED \, \ Be C - TOTAL PARKING REQUIRED 73 STALLS Q� P \C 5 Y11 O,p 'j' TO BE A VAUD TRUE COPY. f PER ZONING CODE G l,\ xSMLL GED MAGE RINGS ALL p 5 ti� CERTFlCAT ONS INDICATED HEREON SHALL PUN IIEACHwc DRAINAGE Rlxcs TOTAL PARKING PROVIDED 63 STALLS u P 11 * Q 2 * ONLY TO THE PERSON FOR WHOM THE SURVEY \, r E TOTAL BANKED PARKING 3 STALLS - D y♦( f Is PREPARED, AND ON HIS BEHALF To THE Title Surveys - 5ubdinslens - S,te Plans - Construction LDyout \ 9 IAXI IIJ3Rd BY PLANNpNG DEPARTMENT 63 STALLS - j TINE COMPANY. GOVERNMENTAL EON, A AND 1 r LENDING ASSIGNEES NOF�E ENDENG'INSEI- BANKED PARKING 3 STALLS �, P TUDON. CERTFICATONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-172] QUEUING PARKING REQUIRED 10 STALLS N"Yl 023655 yONr, /(t• 50467 OFFICES LOCATED AT MAILING ADDRESS QUEUING PARKING PROVIDED 10 STALLS F v'FQ Q THE EXISTENCE OF RIGHT EC WAYS OF NES WNDB ANO, N EASEMENTS OF RECORD, IF 322 AD, New AVENUE P.O. Box 1931 N.Y. c. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 REVISED SITE PLAN LANDSCAPING PLAN SITUATED AT • MATTITUCK Oe 6�PR •',' .,; ':' '. . � ,' ARPRav�O' By TOWN OF SOUTHOLD GPA rr`D PREM SES + :'. ',•. d `�. ' °.: ` / PLANNING BOQ�D SUFFOLK COUNTY, NEW YORK TO�NN OF SOUTHOLD S.C. TAX No. 1000- 122-03- 1 .2 Qti S.C. TAX No. 1000- 122-03-02 fP6 �lARE9GR�K H DATE S.C. TAX No. 1000- 122-03-5. 1 5T }F E, IEpIOHAVENLE - �� S.C. TAX No. 1000- 122-03- 17 SCALE 1 "=20' JULY 12, 2006 KEY IYSArDECEMBER 22, 2006 ADDED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY SCALE "=6Q0' ° q / OCTO ERG 19. 2007 ADD DDDD DRAINAGE P& SEVER JANUARY 24, 2008 REVISED AS PER NTSDOT LETTER f n� .; •' ` ,' / ..,,.,> FEBRUARYAPRIL2?20080REV1 ED ESITESITE PLAN PLAN •, N,i ° •' \ / _ APRIL 9. 2008 REVISED SITE PLAN �y ,,��w✓� ^'" SEPTEMBER 12, 2008 REVISED SITE PLAN V y \` NOVEMBER 6, 2008 REVISED SITE PUN .. a ��I AREA DATA ab ' S.C. TAX No. 10.1 -0 3-1.2 .2 aq.o. m +A i S.C. 2 TAX No. 13346 sq. }f. a • / �. .,,,,,,,.w. - 1000-122-03-02 0.306 cc. �. q S.C. TAX No. 40,618 sq. ft. �p 1000-122-03-5.1 0.932 ac. S.C. TAX No. •, ,• ,I, / 20,038 aq. It. 1000-122-03-17 0.460 cc. 1.931 ac. TOTAL 84,142 sq. ff. 4 + ' y; NOTES: •° /` ' 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ;'F'::' j •,• / '.' / EXISTINGELEVATIONSARE SHOWN THUS: FIRST FLOOR y • / A - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: `a1 ° FLOOD INSURANCE RATE MAP No. 3610300481 G "'L a • , d /+1 ZONE Xe: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ' ! DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN S 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. 7C� S), SITE DATA: ° fib/ \ S/, ZONE %: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 5, 4tTOTAL LOT AREA 64,142 S0. FT. r \ \ 4Qg TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. 3, SEPTIC SYSTEM STRUCTURES SHOWN: .4 TOTAL SIDEWALK AREA- 1,959 SQ. FT. �5 \ TOTAL ROOF AREA 9,697 S0. FT. , �.. 4 TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) '' '° ." •Y • �/ \ TOTAL LANDSCAPED AREA PROVIDED-35.4% (29,850 SQ. FT S .) .1' •/ PROPOSED EXPANSION POOL a ,[ TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SO. FT. / A \ •9 AREA INCLUDING THE FOLLOWING SITE TEST HOLE Q k �9ROAD ACCESS AND PEDESTRIAN WAYS °• •i4p` '^' ° / . © \ C�,, MINIMUM S1DE YARD PERMITTED-25F PROPOSED LEACHING POOL PROVIDED SIDE yPR • ' ' ° / c O A�dl� MINIMUM TOTAL SIDE YARD PERMITTED-50'4 • e q ?' , Q\ A N 91f' MAXPROIMUM BUILDINGIDED TOTAL HEIGHTTDE DPERMITTED-35 9 p O PROPOSED SEPTIC TANK A PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) p hl © MINIMUM FRONT YARD PERMITTED VARIABLE ].. / l \ PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD aJ O r'" LOT COVERAGE PERMITTED 30% ° + " •' d� ■ �'A LOT COVERAGE PROVIDED 15.6% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° ), ••• a ° • . J e / ■ ■ ■ Q 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA '' ' '' 'qp'f" • '2 yl' •., / q ■ (EXCLUDING ROOF OVERHANGS) .. A• 'a n , gar 4 ��° ,• • ,• • 7 '� •^" /'4H `I' " `d � 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ' •„P� , • p •'`S. q. •,• ` /9' ° 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA ,gyp• , e 7 -lb (INCLUDING BUFFER AREA) • ° 5� , . �� / �" ±'am 7 . EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ' q: n`\,� � ��.�6 • � ° °°°°°°° © REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. / -gyp ;+ °Dee°o ! °ao: / \ACtti ?Op LEGEND •� r y , T.C. - TOP Of CURB /N� + ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING •� a� /w �l•�'S, W T.A. - TOP OF ASPHALTq4'' ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING n \ • +?`� \ ` a IL / T.C. - TOP OF DRAINAGE INLET TEST HOLE DATA ELEVATION 11.5 y ° � q • Ob / \ •\ \OO •�/� //`I' ©'t' �`I' '1' ,I� (TEST HOLE DUG BY MODONALD GEOSCIENCE ON JUNE 8, 2007) T.W. - TOP OF RETAINING WALL ,� D. ELEVATION 12.5' TYP. ° : ' a .a • !�'A�1 «««a«« ♦ J. O ( J `�ON •\ y y W W qA0" . ,•, ® - A/C CONDENSER UNITS Mu® SND.ND Eow e ,rfr- pD✓' \ 'I' C 4- \ "` l `H `V© `Y PROVIDED PARKING STALLS is y .• ,, (Y� ° 0 ',!o,�Clll"`STgL O \ \J .1. W m -.Nsm wro sM �7j - BANKED PARKING STALLS AA ° - VF'� ' DRIVE UP WINDOW STACKING PARKING STALLS �v [ �. �a ,�yy.a( MAMA 1FME .WAD Y a Y HQ� q. Q afl '' pry1. we-DO, - TRAFFIC DIRECTION FLOW ARROWS 4 Wt • � • Ce 43 "•° 'AT> a .. ' ♦ °, i Y < Om " W /• Ok. '• ¢?9 / WlFlr M FNE MGWN RHE YND Y 4 • . 000 v, %/ ,� Oa dG ` Q q�N N a' J",tl•�'• / m V /' wtsT4 t CSS Jy� C'T/j/d f „ L� or TIME MUST Nor BE CUT a / +PAt 7/ O O ° .y*J. y W W E e Ae°o swam. Au wma wNL 2. ♦ �' '' a• A ,• qTR ", ,) O e / (O els W W y W t n Som WALTN Ro TR[T a C C ° /'lb zb` W y Q W MIrRwK DF TxEwwo ov]611n1F! ] RNE uIN xu Tm r6wo • A A r 4JE,G\1E• ,( O .k J. W y OW W 1 N SOU N Sett OI !hlfm 1D J\� N C ` ,.qyt� O ° L \,� \ v ,1. ,r w W a]VOD vM1R� Nt y'fR6i +� ,. ° "" O ° / A�yF� D � � we 6/a RMS6e1 IIOSC 14• law N h , • • ° • •A• A n//•' • O L / S OO W//13�� >/� �(�V deLIMB NC e a1F,11 LbOP as T�FIt pF TIIUMf h• ^ O 'M1R \ �'A'` +�(� W Q W Y •41 CP WNM Mlel rLWIMO. ! a !' •� • • q� ed}Ny / A'1 /W / W W / L Y W S TWO 3" LIIWt PWIIMO I•„' y , .aN a ." , '• '1'fj. 411 '';'�/�" 1- * FY' ♦ '7(s STAKES OR 4" AND ` • ° „ .• •,c. :, d ,g' �T RD 41 E%ISTINb 6UILDIN6T 5E REMOVED 000 + ° -.t • O'/" ,r W,� © "' V W v .L,� L yet W W 111FE MRF RC PI/Mm AT VAE Lf,EL RFast THE GR LONOFII INR LSO '.t. + tF' e• t B/STRWriRoEIS � . /A '1�' dFO� / \\ W J" W W Y W ® W TO ]IMIIdIwNp aNL At �N OUTSIDE �PVMRN RT. ♦ E� X " a removes rN[N[[ > N110 T• ° q, L. "�1.;. !'. e 0 ° O O ` p 0 1N1 L W ■ W W W W ,\�. PLVIINO SOIL SMALL • • • +,tD'NtP� ��.N.,.t, 7 O © ::: * R ` \\O OF ROUTS, OOR SmmLANRDRTOQ ° OO /Aflel TIFCTIUNTTaD TREE LM wlAaL.LIOa1IROOf MUMDIFEM1CIE/lEMf ] ap11Ol pF Rm1VLL MIST SIT Qt IR4aSM1AlEFD SOA. F•/ ycT�4+A - �`n I ea '1:.':r.yOO D o ° W W N+ 91am°!m oulooio IRE COMPACT T 'MY y W W W W a STAKED TREE AND BALL ROOT COVERING DETAIL / G d' W y W (Nor TO SCALE) aW \ y �, W W W 517 �•T' ♦N a �A• O ` O ° e T r.0 Q heti sfrke' ��`�2. W � W 87 W � ° 'V• ��.f�' �. W � W SFS 0 ati +• �� o .oy`��. , tee, �; e C1 fDW M1• a TYPE PLANTING DATA SIZE QUANTITY S W W H OROVNO LILAC TO al[ [AM[ Ie y{�ylpY�O AC�yp��9�q�_� S 6 �(� AT THC NYRKRY 'lotSUGAR MAPLE0'!7',NR' (S'0 �R,w ,� a'o`"' PP" c ,v�(v`��_`'�J 2-1/2" - 3 1/2" 5 O „��9'C�99 Q y1 1 � uTRucT EARTH eAucen w,rH `+.J (AGER SCCHARUM) DIA. O `IP sL� . Wry W .Y W 0 O 40'-0" O.C. AX. Q+ y Q . \ 0 •yi H n�f• [MOVC [ML1F FROM TOR y[•Tp [' Z OF .ALL b b /i- l^.s� J�LOgI''�W 3 [ACKFILL WITH TOR[OIL! REAT- ♦♦! FY +gyp- O•. yV`• YlJ]I' LO uoss [It[�IWAT[It A.0 M.e,M [ EASTERN RED CEDAR bb 6 \ / * W EJv �kY 4 Q (JUNIPERUS VIRGINIANA) HIGH 5 -0 104 \b +.*+ + �, O 8'-0" O.C. MIN. + + + + + m Ay W fj IN FOL [P ttLLo.00 OT+ + + + + ' F' WITIOK O,L FO^ 'L;NTS UOVER0 HOH NICK'S YEW © + + Q •'.�G (c&' LeJ tee' + ff�� [NRU[ RLANTI Was O[TAIL- FM ALL �HRM[[ [ALLCO ANO [UREA"[O 72'-0" I 1fi'-0" p (TA%US MEDIA HICKS) DIA. 86 �v Sfa„ �� • 4'-0" O.C. MIN. i 1 O ')'} %A 0. ANDORRA JUNIPER (JUNIPERUS 12" - 16" O HORIZONTALIS PLUMOSA) DIA. 134 4T J Q O 4'-0" O.C. MIN. � ��Hj. ryAJ00 NN 4L .6 l S a 5 DWARF BEARBERRY ((PI2GM 01 O.C. MIN. � 6 24 12" (Day DIA. 774 0,'°• +! • '-0 �.,.I � h � S6M1` . GOLDEN MOCKORANGE > PARKING REQUIREMENTS " - " (PHILADELPHUS CORONARIUS PIRA. 7 AUREUS) O 6'-0" O.C. 'Th EP TOTAL BUILDING AREA 12.744 [q. ft. /Sid*�Y �00 (BANK AND OFFICE BUILDING) DILLARD SPIREA16" - 24' a PARKING REO'D FOR 33 STALLS ■ (SPIREA BILUARDII) DIA 17 BANK BUILDING O 6'-0" O.C. �, 1 STALL/100 OF FLOOR AREA 3.244 aq. it,/100 BEAUTY BERRY 16" - 24" PARKING REQUIRED FOR 0 7 OFFICE BUILDING 40 STALLS SITE PLAN & PLANTING PLAN DESIGN (CALDCARP DICHOTOMA) DIA.6 -0" O.C. MIN. PHYSICIANS AND DENTISTS 5 SPACES PER PHYSICIAN OR DENTIST TOTAL 8 PHYSICIANS James V. DeLucca R.A. O THOURNLESS HONEY LOCUST 2-//2" - 3 1/2" AND OR DENTISTS % 5 STALLS PER PHYSICIAN OR DENTIST (GLADITSIA TRIACANTHOS DIA. 6 TOTAL PARKING REQUIRED 73 STALLS INERMIS) PER PLAN PER ZONING CODE TOTAL PARKING PROVIDED 83 STALLS ANNUAL FLOWERS TOTAL BANKED PARKING 3 STALLS {IED ,qR AS REO'p A5 REQ'D AS REQb U l TO THIS IAM Y 15 A Vc TI ADDrrwN TOTAL PARKING REO'D 63 STALLS C J, TO MIS SURVEY IS A NauTION of BY PLANNING DEPARTMENT PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 72M OF THE NEW YORK STATE Nathan Taft Corwin III BANKED PARKING 3 STALLS O�� STANDARDS FOR TOLE SURVEYS As ESTMUSHED EDUCATION LAW. PACHYSANDRA (GROUND COVER) TED QUEUING PARKING REQUIRED 10 STALLS BY THE LLALS. AND APPROVED AND ATE LAN W PACHYSANDRA TERMINALIS FOR SLAC EW YORK STATE LAND COPIES OF THIS SURVEY MAP NOT BFAAING Land Surveyor (( ) AS REO'D AS REO'D QUEUING PARKING PROVIDED 10 STALLS imE �DI},1E ME LVID SURVEYOR'S INKED SEAL OR ,y AS REQ O �+ W yO EMBOSSED A VNJD TNUHE COPY. BE CONSIDERED ` cTj -,PFTco 'SjE, CERTRCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM ME SURVEY 023605 O¢ IS PREPARED, AND ON HIS BEWLF TO ME The Surveys - SubdNiaions - Site Plans - C.rotructioa Layout o F `( * - * TITLE COMPANY, GOV RNMENTAL AGENCY AND OF NE`N - LENDING INSTITUTION OSTEO HEREON, AND TO ME ASSIGNEES OF THE LENDING INSR- PHONE (631)727-2090 Fax (631)727-1727 TJTON, CERTIFICATIONS ARE NOT TRANSFERABLE 604 THE THE EXISTENCE OF RIGHT OF WAYS 22 ROACES OKELOCAVENUE AT MAILING x 19315 AND EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P 0. BOH 1931 S. Lic. No. 50457 - ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 REVISED SITE PLAN LIGHTING PLAN y SITUATED AT MATTITUCK �QQ pyo >`' TOWN OF SOUTHOLD PREMISESw / 6Y SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 p�ANNING4�AR� S.C. TAX No. 1000- 122-03-02 / � fqA - .yyyf_S CIAFTX a , wM SaVTHaUQ S.C. TAX No. 1000- 122-03-5. 1 �uanAEME � : mm TOWN S.C. TAX No. 1000- 122-03- 17 E. "; • •'° • DATE SCALE 1 "=20' JULY 12, 2006 ° d KEY MAP / ACCESS OOft FlI(TURE/ARM a w �[ 3 DECEMBER 22, 2006 ADDED SITE PLAN SCALE ) "=6DQ' 4 . , ® o UNE 27, 2007 ADDED AUGUST 27, 2007 TOPOGRAPHICAL SITE PLAN SURVEY " ' ° OCTOBER 19, 2007 ADDED DRAINAGE h SEWER JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER ' FEBRUARY APRIL 2?20080REVl REVISED ESITE ITPLAN N • APRIL 9, 2, 2 REVISED SITE PLAN / Nf SEPTEMBER 12, 2008 REVISED SITE PIAN NOVEMBER B, 2006 REVISED SITE PLAN 2• DIA, CANDY CANE g AREA DATA 125 WALL THICKNESS 3' IIS`.; i0'•,. G061-T6 STRUCTURAL �C N S.C. TAX No. 10,140 sq. f}. �¢ GRADE ALUMINUM y 4 1000-122-03-1.2 0.233 cc. HALIPUNG ICH- 1 00-1122-03-02 o. 130306 Co. f/COUPLING lXX S.C. TAX No. 40,618 sq. ft. ° AGE 1000-122-03-5.1 0.932 cc. sGUacEBALLAST COMPARTMENT S.C. TAX No. 20,036 sq, ff. ¢ 1000-122-03-17 0.460 ac. ADVISNIGHTSKY ROOF OPTICS A➢VISE TYPE 3 or 5 TOTAL 84,142 aq. f}. 1.931 cc. TEMPERED FIAT GV5.5 LENS w a d ' NOTES: w.; 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ' � , .�4 A �. EXISTING RRRST ELEVATIONS ARE SHOWN THUS: i • • : , Y n - GARAGE FLOOR , i 4'TO 3'DIA. TAPERED POLE 2. FLOOD ZONE INFORMATION TAKEN FROM: 'R, " ,;y'` . • 'S, / 125 WALL THICKNESS FLOOD INSURANCE RATE MAP No. 3610300481 G 6063-T6 STRUCTURAL '. e • ..< •' GRADE ALUMINUM ZONE K AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ;' DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. :4' 0 S SITE DATA: 1 �• POLE WELDED FOR SINGLE ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. •' 4• 6b/ \ Sj, UNIT CONSTRUCTION TOTAL LT AREA 64,142 SQ. FT. 40., TOTAL ASPHALT PARKING AREA 42,636 S0. FT. ' 3. SEPTIC SYSTEM STRUCTURES SHOWN: • / 6' DIA. STRAIGHT SHAFT TOTAL SIDEWALK AREA 1.959 SO. FT. \ F - 0 6011 STRUCTURAL TOTAL ROOF AREA 9.697 S0. FT. ,�1'•y adi' .e .' .Y' / GRADE ALUMINUM TOTAL LANDSCAPED AREA REO VI 35% (2Q9,8 S0. . F PROPOSED EXPANSION POOL •"A . O`" \ TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,650 SQ. FT.) ( , •'4 ,,['".•o •E• TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SD. FT. ` A, ' /" +W' -FST HOLE \ AREA INCLUDING THE FOLLOWING SITE • • ,,f1P� +s 'Y �d�O b ROAD ACCESS AND PEDESTRIAN WAYS ° "` ,9='9 • '• , t• pwe+ PROPOSED LEACHING POOL T. R „ ' q HAND HOLE COVER SECURED WITH TWO STAIN-ESLESS MINIMUM SIDE YARD PERMITTED 25' / i -� \ / PROVIDED 510E YARD 17.4' y • ':` yP •, - - / \ H df� STEEL SCREWS AND ONE GROUND SCREW MINIMUM TOTAL S10E YARD PERMITTED50' •;e F ': y / aw�' } ' , • • ,y � ' / \ \ \ \ / 'Ehs, 13.75 DIATWO PIECE BASE COVER SECURED WITH MAXIMUM BUILDIVIDED TOTAL NG HEIGHTDE DPERMITTED -33'8 ' I1 xN� / ^ \ STAINLESS STEEL SCREW, .750 WALL THICKNESSO PROPOSED SEPTIC TANK " '° ` 1 "•' Y / * ` * FOUR ANCHOR BOLTS PROVIDED BUILDING HEIGHT-34.5' (OFFICE BUILDING) 26' (HUDSON BANK) p .. A`'. X ��r� � MINIMUM FRONT YARD PERMITTED VARIABLE XA , / I \ \ h \ �4 PROVIDE iRONT YARD 52.5' (OFFICE BUILDING) 91' (HUDSON BANK) P'" LOT COVERAGE PERMITTED- 30% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD e 'a ' �; / LOT COVERAGE PROVIDED- 15.BX OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° ' ••• , A , • n 4 9' / ! ♦• / , $. PROPOSEB"TOT*t BUILDING""COVERAGE--=9,,289--sq--ft. -Ok 1-1-5E-Of -LOT--AREA r - - - .,r� • ' " ;a y14.'•' ,'a '' \ \ \ / \ \ \ (EXCLUDING ROOF OVERHANGS) e •e , /� 'aFP,. 2 e / ` / jv ( 7 * 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ff. OR 65,96% OF LOT AREA ° / / \ "FYe _ (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) Fj3�r �'' ^ a. ! •`� # /9 - �� 6. TOTAL LANDSCAPING AREA = 28,642 sq. ff. OR 34.04X OF LOT AREA ° y,f , • (INCLUDING BUFFER AREA) .? X 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ,h\jl• ,C1 +Y4g' ';"• ' / .(` \ �� 1\ I ';: :,;,.:,�''t,,,,1 / \ Tip REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. f 1* f ','w'o -�-� I \\ ��/ \ 2000 LEGEND: T.C. - TOP OF CURB \ pt ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING a ,Iy 1 T.A. - TOP OF ASPHALT p,•. l,. 1�, :'°"iiw�"'".6(,!�;I!;:;I';:�:�:`?I!:Gi' $i'' i")EI:"")�Y:6LYdl:a,',.`i: ii' .. � / 'S, . �,�" ' ••, . � , s. / \ '� a � ; ', rd,r ( \� I I \ , \ p' ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING ° yYYY \ R / b * �y t \�T�\\ 1 �/ • T.C. - TOP OF DRAINAGE INLET (\`� I I _ , Q TEST HOLE DATA ELEVATION 11.5' (`` • ". •-Ns �' j\ \ I \ ,/ I Q (TEST HOLE DUG BY MCDONA n GrncrncucE ON JUNE B, 2007) T.W. - TOP F RETAINING WALL �. ••� , ° A, . : u.e' _.e..._ ELEVATION 12.5' TYP. \ I / I %A ,•, ullo-n fun .wo ear ® - A/C CONDENSER UNITS ,4, e • C' ` \� / / I �• AC/�� \ �0�. J PROVIDED PARKING STALLS I, •gP d n TVA/ \ / \� 9Aip `47, �c \\ I / � elAwn s<n wn fM \5/ - BANKED PARKING STALLS '" 4� , a�-h• :•• v.1.• �Q� / / \ / �,✓R s. •.' (3' + ° � / 9" \ / - LD1 :S ': 'x �'/�>\ \-` / +4j� C _-�- DRIVE UP WINDOW STACKING PARKING STALLS /q/) • ' • e X '- I / ` TRAFFIC DIRECTION FLOW ARROWS / \ 6 ©/ �' S a a S�Sj40., _ • rz. N ,WE .Icon Hx[ fuw . < - - Al o� " NOTE '•, �fNt ALL LIGHTING, EXCEPT IN ATM AREA (UNDER CANOPY) cN' WILL BE IN OPERATION FROM DAWN 1'0 DUSK �N� .4�" • ° �. . y ./ \ \ / / � / / /I f - ?• _ ( SITE LIGHTING tJ • • • ° e 7. `I`'�r ' Z T ? 0., `V, 1\ \ \ �r ` \ i / \ p \ - - * STERNA RGR03VINTAGE LIGHTING N•. ' y NS+,`� ` \ CAST AND SPUN ALUMINUM HOUSING, FORMED 7 '4 X07 SEGMENTED SPECULAR e ' •a • �J 41 ( Axw \ j AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH ` ° A / \ / Qr \\ \ //� � �Y 4 �+ � "' WHITE ENAMEL 6 •° , s', / A \ /// j � \ '39' �00 N IN FRONT ABOOVE LAMP AND BLACK ENAMEL SECTION. A ' 'f' y •Y I ;F7, ®® K`N. P. is r\I / / / // •a c HORIZONTAL FOOTCANDLES LIGHT LOSS FACTOR = 1.00 e/` \ \/\ / / \ qD _ , r - / \ TOTAL NG ENSHEI PER LUMENS T 5600 P' e * +F/ r.g• EXI5TIN6 BUIL-VINdN5 GE REMOVED Q'TE, 'F o : / \ / t• I / MAXIMUM CALCULATED VALUE = 7.53 FC _ ` \ MOUNTING HEIGHT = 10.00 R • 4 - _ \ // \ \ ARRANGEMENT: SINGLE ARM LENGTH = 2 FT R ' • ,. / • 4 ® I /( / \ 1 TOTAL NUMBER OF FIXTURES (22) e V 1l S I \ �a r1' SCALE: 1 = 0'-0 • ° CI IGILAR WALL MOIMT . RUUD LIGHTING ( DEEP SHIELDED 5 CE8407 �Q \ \ " J / - t CIRCULAR SECURITY/ DEEP SHIELDED q r - ll // \\ D - / \ / t'r Oaww"wH' W w,r 1 :"-'�` 70 WATT AND, BD17. CLEAR " / / , \ \ \ \ // I \\ / or P•.:1��-r1n fr Oal,.,l HORILIGHZONTAL FACTOR FOOTCANDLES 085 _ TOTAL LUMENS PER LUMENS r SOLO A.aw w ED VALUE _ 9 � / J / // � \ � � °•`-�^wa' MOUNTING HEIGHT = 10.00 FT y ` // / �if�l °rL ARRANGEMENT: SINGLE a Ao n° (- / /' / J / \ \ �( / \ '� TOTAL NUMBER MAXIMUM U OF FIXTURES (4)4.30 FC �A''T- b• / \ _ /o -war �/ ?' / y \ ` / \ d 4 Lwax•n LSCALE: 1' = 20'-0 A ' / \ �. ,YI ,p• " Rf OMEGA RO VINTAGE UGHTINC 4 / dJ/ [` �" `• a w°�r,'� OMEGA R05N VINTAGE CAST AND SPUN ALUMINUM HOUSING, FORMED O /p ( 111: y'/ '.yM1 wwien n„cw.•.a,r nH„fx SEGMENTED SPECULAR - _ / fNMM.rMrwMw wnNl,.Yn�awwy AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH Al \ or .++I r°� rw' Iii..Ys SECTION-ABOVE LAMP, CLEAR GLASS ENCLOSURE. C 'V \ / WHITE ENAMEL ( ONE CL R HORIZONTAL M57 175 WATT ED17 Not yO� O 063r''" / 4O�OI UGHT HORIZONTAL SS FACTOR MOLE 00 Y� b b ry a / /" OB��S R BRMINT MOUNTING TOTAL MHEGHT ENS R LUMENS10.00 FT 5600 bFO b�O p / 4��D0 12" (305 mm) RECESSED CANOPY LIGHT MAXIMUM CALCULATED VALUE = 6.76 Fc ARR.\(�' ,�,��pS - ARM LENGTHY=52N FTE .(� 1/ h .r1S-A/e. NuwMR Rilafw r TOTAL NUMBER OF SINGLE FIXTURES (9) �Z\ 3'I +I:' N/ „ _ / A 4f' �'1' i `•{,t�0� " � Fw mcNrdc �A"4r.lulUMW 0� -�'�1 `n , +\q'`v, O'' W q �o1rIm"4 / �P 9 SCALE: 1' = 20'-0 6P' OMEGA RO VINTAGE LIGHTING ® OMEGA D SPU MO CAST 5 N 60, 2p' b� Hr.rW,. --__- SEGMENTEDSPECULAR HOUSING, FORMED L,tV� ryti� N N 41' C-2 n�ya /-�,a� i AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH S m. WHITE ENAMEL 0'S• o Fewaei , I SMRs IIYeY.r ONESECTION ABOVE LAMP, CLEAR CLEAR HORIZONTAL M57 1755WATTCE017 RE. x.M o...I:w Mote%: 175W MH c PARKING REQUIREMENTS Two rows of HORIZONTAL FOOTCANDLES Vump� fixtures et LIGHT LOSS FACTOR = 1.00 Our a,"on. `-1rr Fl„s TOTAL LUMENS PER LUMENS = 5600 TOTAL BUILDING AREA 12,744 . . ff. p `� fr O►ow+a++.n 6.OOFt. O.C. _ 9 i .. MOUNTING HEIGHT = 10.00 FT 7`Ff Or' (BANK AND OFFICE BUILDING) �7A5L LL / HYAfq.eA^S wAtl �,~"•� MSO. ^1 MAXIMUM CALCULATED VALUE = 5.78 FC C •s�fo. ,5 f PARKING REQ'D FOR 33 STALLS Q6T�\ EJQo' % �� 15.MIesla Awn -- ARRANGEMENT: DOUBLE y d NGTH 2 FT BANK BUILDING O'7,N i - = "',,� TOTALN UMBER OF DOUBLE FIXTURES (2) c.H 1 STALL/100 OF FLOOR AREA 1 3,244 aq. !1./100 PARKING UIREQUIRED FOR ��/, ' �Q.� /� ', A� %-� 1' OFFICE BUILDING 40 STALLS A0 PHYSICIANS AND DENTISTS - 5 SPACES PER PHYSICIAN OR DENTIST TOTAL B PHYSICIANS AND OR DENTISTS X 5 STALLS PER PHYSICIAN OR DENTIST SITE PLAN & LIGHTING PLAN DESIGN TOTAL PARKING NING ODEQUIRED 73 STALLS PER TOTAL PARKING PROVIDED 63 STALLS James V. DeLucca R.A. _ :,,?.. " "•`� TOTAL BANKED PARKING 3 ACLS TOTAL PARKING REO'0 63 STALLS `{, NORIZE0��AUTERATION OR ADDRON BY PLANNING DEPARTMENT ` �/ �¢ED , „ 7o'TIIS,sUR4M Is A WOUTION of Nathan Taft Corwin iii l' PREPARED IN ACCORDANCE WITH THE MINIMUM i Wpm 7208 OF THE NEW MRK STALE BANKED PARKING 3 STALLS (0� sd Q Ar STANDMDS FOR TIRE SURVEYS AS ESTABLISHED K _>ETIUCAnON LAW. TED QUEUING PARKING REQUIRED 10 STALLS 4 F Far BY THE LA.USE AND E NEW YD AND ATE LAN NOT Q' U. / G MES/SSO:IATION THE NEW MRN STALE LAND THE1-ANDFSU THIS RVEYORSINK D SEAL OFBING Land Surveyor QUEUING PARKING PROVIDED 10 STALLS - e(� ••-�`�S�•' EMBOSSED SlI SHAUL NOT BE CONSIDERED * ' y �EOF NEW), ro BE A vALIG TRUE coPr \..� / •' A,P �pFTG 'P CERTIFICATIONS INDICATED HEREON SHALL RUN V ' S a �R 'F ONLY TO THE PERSON FOR WHOM THE SURVEY J,1 SQ- 6 PREPARED. AND ON HIS BEHALF TO THE Title Surveys - Subdwisions - Site Plans - Construction Layout ` -TLE COMPANY, GOJEXNNEMAL AGENCY AND 'Ub 236 -ko * ~ - * To THE INSTITUTION F THE IHEREtOiO'wNIDI- O,1J 0`9 F OF EPHONE (631)727-2090 Fax 631 727-1727 \V\ N TMON CERTIFICATIONS ME NOT TRANSFEPABLE. ( ) ( ) \ OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 "YS 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD. Now York 11901 Riverhead, N.w York 11901-0965 MAILING ADDRESS: PLANNING BOARD MEMBERS �UT SO(/Ty P.O. Box 1179 MARTIN H.SIDOR �0� �/_ Southold, NY 11971 Char y �O OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMONO (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND l'�'COUI11�n�y�� Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2009 Daniel C. Mooney, Esq. 11700 Main Road P.O. Box 702 Mattituck, NY 11952 Re: Approval: Site Plan for the Hudson City Savings Bank Plaza Located at 11520-11750 NYS Road 25, Mattituck SCTM#1000-122-3-17.1 formerly known as SCTM#1000-122-3-1.2, 2, 5.1 & 17 Zoning Districts: B & R-40 Dear Mr. Mooney: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, September 14, 2009: WHEREAS, this site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck; new SCTM#1000-122-3-17.1, formerly known as SCTM#1000-122-3-1.2, 2, 5.1 & 17; and WHEREAS, on April 14, 2008, the Planning Board accepted this application; and WHEREAS, on April 15, 2009, the Southold Town Planning Board started the SEQR lead agency coordination process for this unlisted action; and WHEREAS, on April 15, 2008, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, LWRP Coordinator, Suffolk County Planning Commission & the Mattituck Fire Commissioners; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions: Hudson City Savings Bank Plaza Page Two September 15, 2009 1) Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone on the remaining residential portion of the parking lot (except for handicap parking). 2) Lighting to be shielded to the ground in the parking lot; and WHEREAS, on October 20, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act 6 NYCRR Part 617, performed a coordinated review of this unlisted action. The Planning Board established itself as lead agency and as lead agency, made a determination of non-significance and issued a Negative Declaration for this unlisted action; and WHEREAS, on November 10, 2008, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a bank and office building are permitted uses in this B Zoning District, and that the parking lot was permitted in the R-40 Zoning District portion of the site by the Zoning Board of Appeals approval granted on October 30, 2008; and WHEREAS, on November 17, 2008, there was a public hearing; and WHEREAS, on August 25, 2009, the New York State Department of Transportation issued approval of the Highway Work Permit for the action; therefore, be it RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairman to endorse the site plan entitled "Hudson City Savings Bank Plaza" prepared by Nathan Taft Corwin III, L.S., dated July 12, 2009 and last revised January 23, 2009. Copies of the approved site plan are enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, oNl '811 Martin H. Sidor Chairman Encl. cc: Southold Town Building Department w/map Suffolk County Dept. of Health Services Southold Town Zoning Board of Appeals NYS Dept. of Transportation Southold Town Engineer w/map Southold Town Planning Board Work Session — September 12 2016 - Page 2 Project Name: Hudson City Savings Bank SCTM#: ; 1000-122-3-17.1 L Location: 11520-11750 Main.Road 508 ft e/o Bay Avenue, Mattituck Description: his where lte one Planis two story building f s 9,500 sq totaling of office space and proposed rY 9 I the other proposed one story building is 3,241 sq. ft. for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status: Approved Site Plan _... .. ... . ,.. Action; Review comments from Final Site Inspection, ... Staff Report Attachments St.,, _ i _ Proect Name �.... b Additions : hers Island Club - - Location: Off East End Road, ±820' s/w/o of East Main Road & East End Road, Fishers Island Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District. ............. . ------- Status: Pending Action. ! State Environmental Quality Review Attachments; ( Staff Report Pro'ect Name: H1.azard11, Dav11 id &11 B11 arbara SCTM # 1000-103-2-1 Location: w 14,65 Harbor Lane, Cutch,ogue Description: This proposal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot i 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District. Status: New Application Attachments: 1 Staff Report; draft c and for Sketch Plat Application completeness, 1 Action: _ Review comments to ZBA omments to ZBA_ eness � I l Y _ Pro'ect Name Surre Lane Vineyard SCTM#: 1000- 69-5-18.1 Location: 46975 Route 25, ±47' e/o South Harbor Road and NYS Rt. 25, Southold Description., This proposed ip ' p p Site Plan is fora 3,610 sq. ft. winery (including a tasting room, retail area, wine production area, case storage and farm stand) with 39 parking stalls (21 landbanked) on a 1.8 acre parcel (SCTM1000- 69-5-18.1) adjacent to ±43.7 acres of farmland (SCTM1000-69-5-18.6; to be merged) with Development Rights held by Suffolk County in the AC Zoning District, Southold. Status: New Application Action: I Review for completeness. Attachm11ellnts: Staff Report _. Southold Planning Department Staff Report Site Plan Application Work Session — Final Site Inspection for CO Date: September 12, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Hudson City Savings Bank Plaza Applicant: Formerly Daniel C. Mooney; currently Paul Pawlowski Approved: September 14, 2009 Tax Map Number: 122.-3-1.2, 2, 5.1 & 17 Project Location: 11570 Main Road Hamlet: Mattituck Zoning District: Split zone of B / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.9 Building Size 12,741sf proposed build-out III: Analysis This approved site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck; new SCTM#1000-122-3-17.1 A. Approved a. Two —story 9,500sf office/medical office building ("current pending amended site plan application to change interior use of this building); b. One — story 3,241sf bank; c. Parking: i. Bank: 33 ii. Office building: 40 iii. Required: 73 iv. Provided: 63 with (3) land banked stalls and space for 10 queuing parking; d. Zoning Board of Appeals (ZBA) on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions: 1 i. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence and place blue stone on the remaining residential portion of the parking lot (except for handicap parking). ii. Lighting to be shielded to the ground in the parking lot; Staff: All parking has been adequately provided and striped (see photos); the applicant has constructed the R-40 portion of the site with blue stone as required by the ZBA condition. The applicant has constructed the rear portion of the parking lot in gravel as approved and at this time will not explore providing asphalt in that (requesting a clarification of intent from ZBA for blue stone requirement condition) e. Landscaping (see photos): all small plantings, evergreen screening and street trees have been planted except for seven (7) Billard Spirea @ 16"- 24" diameter (6' on center) and seven (7) Golden Mockorange @ 16"-24" diameter and 6' on center) Staff: Board to consider if these should be planted or if it is okay as it is (see photos); f. Exterior lighting is conforming to current Code standards for §172 (see photos); the applicant has removed more than 10 exterior light fixtures (mostly pole light fixtures in the parking area) compared to the approved site plan. Through the approval extension process the applicant worked with Planning staff to provide all compliant (3000K) light fixtures on site; g. The plan includes a cross access easement to the property to the east; B. Bulk Schedule: B Zone osed Req---- .,n Prop...... Front Variable 100' 52'-5", 81' bank Side (W) 25' 17'-4" ------:----_... ..................... — - --------------------------------------------------------------- ---- ------------- ........... Side (E) 25' (50 combined) 43'-5" -- Rear 35' > 35' 1. Lot Coverage i. 30% maximum ii. 15.8% proposed 2. Landscape Area i. 35% minimum ii. 44.3% proposed 2 V: Staff Recommendation 1. Consider the request by the applicant not to plant the fourteen (14) supplemental plantings described above (this can be memorialized in the CO letter along with the decrease in light fixtures); 2. Send a memo to the Building Department supporting the issuance of a CO for the bank building. 3 ,--N, E.WY0RK Department of AINDREW11V1. CUOMO STATE OF Governor OPPORTUNFTY Transportation JOSEPH T.BROWN,wl a I .E. May 12, 2016 M ry IV EE co Mr. Christopher F. Dwyer L.K. McLean Associates, P.C. S0�N�al r( f 437 South Country Road unl,annin oar Brookhaven, NY 11719 Your April 14, 2016 Submission Hudson City Savings Bank Plaza NY 25, Mattituck SCTM # 1000-12200-0300-017001 Case No. 15-53634 Dear Mr. Dwyer: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items shall be addressed: 1. Please see attached marked up plans in regards to pavement marking changes. 2. Sheet 5, detail type "Sidewalk Cross Section" calls for notes 10, 14, 15, etc., we could not find these notes (typ.). Detail 3, show sidewalk width to be four (4) feet minimum. We recommend minimum five (5) foot wide sidewalk. 3. On Sheet 5, Typical Curb & Pavement Section Detail states "Full Depth Asphalt Pavement Detail on Sheet DOT-2"; however we could not locate sheet DOT-2. It also show 2% cross slope for sidewall, it should be 1.5%. 4. Reference has been made in NYSDOT Notes for new pavement items. Please include a section detailing the DOT items. Site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter, no further revisions are made to the plans once we approve them and the municipality has issued site plan approval. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. 250 Votc,,i ns III Hgyd7way Su&)f:?a. F, Haupp ugo, `,I'u 1 67881 wwwdot,iny.gov Mr. Christopher F. Dwyer May 12, 2016 Page 2 of 3 Kindly submit three (3) sets of revised plans. All other required submission items are listed below: • Completed, signed Highway Work Permit application, Perm 33 (Available on our website www.dot.ny.gov) • Permit Fee (Payable to "State of New York"): $1,400.00 (received). • Surety Bond, Guarantee Deposit or Letter of Credit Amount: $25,000 (received). • Insurance Requirements: Acord 25 (minimum limits $1,000,000.00) with NYSDOT as an additional insured. The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering & Safety, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. • Acord 855. • Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI-12) or proof of exemption (Form, CE-200 received). • Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155) or proof of exemption (Form CE 200 received). All forms should be secured by the same entity. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: Marked up Plans cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq f—N' IEWYORK �Department NiI,�RIIE aSTATE:0IF Governor ,,,,,,,,,,,,,\ OPPORTUN11TY.. Transportation IMATTIHIEW Jo DIRIISCOII„,II,,, Commissioner JDSIEPIH”T.BIR WINS,II March 14, 2016 a "' Mr. James V. DeLucca, R.A. 12 Linda Lane East Riverhead, NY 11901 `�uthoId favvu ' Your Februa 9 2016 Submission wxank,db "' "`� Hudson City Savings Bank Plaza NY 25 Mattituck SCTM # 1000-12200-0300-017001 Case No. 15-53634 Dear Mr. DeLucca: This is in regard to the previously approved site plans for the referenced project. The subject Highway Work Permit has expired and is no longer valid. Prior to an approval of any site work within the NY 25 Right of Way (ROW) and issuance of a NYSDOT Highway Work Permit, the following items must be addressed: 1. Please show existing and proposed traffic control signs, including parking, bike, etc. 2. Proposed lane transition for accommodating a left turn laneeast of Pacific Street should be more smooth, similar to the left turn lane transition from westbound NY 25 to southbound Bay Avenue. 3. Pavement markings plan should be adjusted to comply with MUTCD, which includes arrow and "ONLY" placement and spacing, taper geometry, line types, etc. 4. The plan should indicate which markings are existing and which are proposed.. 5. Please clarify why the plan shows removal of westbound left turn lane at Chase Bank, east of Marlene Lane. 6. NYS DOT pedestrian facility standards were recently revised based on ED15-004 (Engineering Directive), effective immediately. This contains a number of new criteria for pedestrian facility design. It includes requirements such as ramps shall be designed and laid out with a 7.5% maximum running slope rather than the maximum 8.33% slope if space exists. Cross slope for sidewalk and curb ramps should be 1.5% rather than 2%. 250 Velerarm M��,iinorla l V flghway....Siflte SAC 11 N aUIl)fi°au ga, kVY 11 788� www dot ny g o Mr. James V. DeLucca, R.A. March 14, 2016 Page 2 of 3 This provides a construction tolerance and the final ramps will be more likely to comply with Americans with Disabilities Act (ADA) and NYS DOT requirements. Please revise the details and notes to reflect this information. Upon completion of the project, the permittee or their designated "designer of record" shall fill out the attached form for Critical Elements for the Design, Layout and Acceptance of Pedestrian Facilities found at g _.__._.�._... q----- - the following link lhtt �//.__. dot..n qv/ miiviisiions/e �uneeiriin / w u n/ � ._/h irk Grp a [r ip L iry iru Fu F j IEllern ynt Pe If uHfies xV for each of the constructed or reconstructed pedestrian facilities. Use the criteria for New and Replacement Facilities and use the Field Inspection Methods as noted on the form to field verify the pedestrian facilities were constructed to the standards. The R10 Permit Pedestrian Facility Record Table (attached) shall also be completed for all locations that were altered, built or where a Nonstandard Feature Justification for Pedestrian Facilities form htt w,w// w .d _...ny_g L�uvms po s/egg!f u / i n1d a /hdirn/h ir�M.r utou r/lbw tITu wu(..2.-. 15a_As has been completed. Submit the completed forms to NYS DOT for review and comment. Facilities that do not comply with ADA requirements upon completion may require removal and reconstruction. 7. Curb ramps should have grade breaks to create an upper and lower landing at each end of the ramp. If these are not constructed it is unlikely the curb ramps will meet NYS DOT and ADA requirements. The details should call out the grade break and detectable warning, much like the details on Sheet 1 of 4 of our 608 series standard sheets effective 1/8/2009. Indicating the min. length of the ramp and width of the snow storage strip based on the grades may also be of assistance to the contractor. 8. At the west side of the site frontage the sidewalk should connect smoothly with the adjoining pavement. Call out how this will occur. Consider a NYS DOT Type 1 curb ramp or a similar blended transition. 9. All curb ramp locations should be called out by type to reference the details in accordance with NYS DOT Standards. 10.The site plan proposes a W11-1 "Bicycle Warning" sign and bicycle lane markings. It appears that a 5' or greater shoulder will exist in the area so a W11-1 sign is not needed. The area is designated a Bike Route, not a Bike Lane. Bicycle pavement markings are not appropriate. 11.Provide plans and notes for maintaining bicycle and pedestrian traffic through the site in accordance with our standard details. A pedestrian detour or diversion in accordance with our standards would likely be appropriate. 12. "Share the Road" signage for bicycles has been replaced with a W11-1 and a NYW5- 32P "In Lane" sign combination. See TSMI (Traffic Safety & Mobility Instruction) 13-07 for additional information. This may be used to alert motorists to bicycles that may be in the lane during the shoulder closure and lane shift. 13.A Landscape Plan was not located in the plan set. Street trees are proposed along the frontage of the site on the site plan. The plan should indicate the size of the trees. A 3" or greater tree would be appropriate. The Plant list shall indicate "Street Tree Quality, Mr. James V. DeLucca, R.A. March 14, 2016 Page 3 of 3 lowest branch minimum 6-6" "under "Remarks". NYS DOT requires "Street Tree Quality" to ensure pedestrians are not injured by low branches and the trees are not damaged by nearby vehicles. 14.Any trees planted in the public ROW should be installed in accordance with NYS DOT 611 Series Standard Sheets and the NYS DOT Standard Specifications. The applicant shall be responsible for replacement of the trees for one year if they die and require replacement. 15.It appears that run-off will be retained on site. There are no proposed spot elevations for the existing and proposed drain inlets in the ROW or at the base of curb. 16.The attached PG Binder note should be added to he plans. Please submit one (1) paper copy of the revised plans and one (1) paper copy of a response letter along with one (1) electronic copy of each of the previously noted items in pdf format on a CD. The plan sheets should be provided as a pdf complete file. The response letter shall state how the above comments are addressed, item by item. Review of the subject project is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and county tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: R10 Pedestrian Facility Record Table, PG Binder Note cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq Submission Without a Cover LetteY ..:a Sender: - f 2 �W�f Subject: �. SCTM#: 1000 - Date: C;/l(�/( Comments: C� DZ5T Qo 41 o 0111 LRC McGRAW-EDIISONI TIME LW LM kniod Comm LWTfWr%TI UMMAM V ft*rwd far `IN"*owle"orw In Ilya 9 or dou W#dm N'WIM TIM avaudkell SUBJECT56spft I me sp JrAlaa In r#ftle law a Id m fairoft Mkw*"tth 111 bomb"I": 111"'INZIT 1% PREMISES �edrorwall amoff' L .......... lo 10kt e 10 4k 4=9H+-Dl IQ=t Ald FAMOr"! Knvo'dryammu ro m al 70011,0 PmI1N==TIMk1 W is 90.1,mpollm0ft L AVDaiE d' 11 AIM"1191MC111 lir tt 'M V= Sri T% LE 0 416VIT hl Iffolaw 111*4 0 KEY MAP &W at Is"Malvid"LEN ==Jvz�l =43MI"PWA"v uhMdalAftfg1wm1% withorld 12ty go-Nmv I"IMP SCALE 1"=600' LFIC VWmm Is Ullind to mVAM'0 diAn"Id lUnWWWh1l3ffi1ffTffMft LED F-Wed Coovspv Lmmlmmln LED RECESSED b lUkkbill ft'"MVIVA I.4rC to 'Imp"I4"aparl". CANOPY am rural lumen".t fizzo PQ eMK Is wwom nw,41ftfa wel""IAlf I'2W4QM#*A= warlmlsoumn Mt.2 I'd 0amd D"WHEN mMUM M S*,Iq 111 W awl M, a"he*MzU%ui NN"III-Ar T"WMmmarlaupboamd" If mpm�a 0 .02 c0/ IfO41 IN A M 0 orAll. No 111111IMPICA71611 DATA .03 t.03 t.04 W-A,WW LAIM11, U&rV%N t.03 t.03 ob .04 0.06 0.07 1.08 0.09 0.11 t. .04 4,0 11111100T DATA k, % 4, OWN" pyo .05 0.0 .15 0.36 0.54 0.56 0.32 0.14 t.09 0.03 A 1141IFF1192 0AV& t. 5 t. 0.52 t. 2 2.08 0.96 0.75 1). 0.33 1.15 t 0 Al".5d."N"WA941 I% 0 CEM 4�11-11 (3) 0.05 t. t.35 2 1.22 1.82 1.85 1.64 1.98 1.56 1.04 0.60 0.1 0.10 0 0.03 CDqW Wing.$ bw 1S 0.05 0.08 .34 4 1.55 1.77 2.15 2.47 13.20 13.90 2.59 11.90 2 1.84 0. 2 1)..09 t.02 �Z"0 CEM Al A, COM k� 0 0. 4 .10 0.27 t 1 +2.45 2.02 2. .24 +4.38 *4.1 +4.62 2.73 11.80 0.79 ..3P< t-09 1).0 1).02 .02 .5/,SN ILRC 1z .05 0.08 5 0.83 1.08 2.06 35 2.O .4 K7 *13. 5.0k 16.44 1.70 1.52 0.87 t.!b t.10 5 .03 u. 2,,.t.01 0 111 LRC LRC 00 05 1).12/t.49 t 7 t.76 0.93 00. COMI)W .68 101*F4,-�2*�2\)� 14.17 *2.09 *2 .62 *0 6 t.106 t 2/+0.01 01 LR CEM Straetworks PW The tall colsom dwvm adram luffivon Coamfly waft H*qulw 6.0 7 1.49 1.111. .72/,_ 46 4 1) t 01 10 /t , Thu Eon 9213"M 0"tv*$ to PAR w-Islooftoboot ftmKtkv 3 91 4 ' 5.4 6X1*16.12 +2.74 �.93 12.03 ',t.67 20 1).05 2 t. 11 wmm Vy COM <,&W % IM film + .02 t.06 t.32 1.76 1.85 1.45 1.68 .56 1. Q�' 5%?6.47 *3.22 �.32 2.34 1.40 0.91 '0.3 6.08 0.03 0.02 I N, 0 V.- COM < acatnaATsDrtaDAVUna 01 TOPM"slawl IMMI Imm oo 4- ItIoNa to=114MV: 11"01 huhii"'AAr .01 -06 6.27 1).77 1.10 t. 1 91) !1.17 28 's .66 1.35 1.72 .4 10.79 10.2 I �.43 1.30 .28 45 %Y 16 2.88 �.06 1.73 �.28 t.9 t.07 +0.01 02 t 08 t.34 1.80 t.88 I \k t.03 t 41 Mint, moi"-ww"It a=Mauro W COM 01\ Z 0 # 4=Xf+&1"Q=tIM1dFAfl1MdA " 0.00 0.01 t I i2 1.13 1.92 t. .93 t. 1.30 1.15 1.34 .37 t.32 t.(08 t 06 "M-M no arm&113mly"a Janualm,00101 Itoan'&ZIa To ellulmd �.00 1.00 1.01 1.02 15.05 t.22 4 �.16 �.24 1.20 *2 �.21 t.98 �.17 1.0 *0.52 t.13 Comm w .99 .18 .4 03 twhol whita-V =71MOUN-INN Ahbat[I 10ft td 00 W*19*Md*Mft Tha 0 COM d"P"Ni In norm'Iftly h"N" WAI%bm"a,M wKIA diuk CEM b. 6.00 0.00 0.00 1).01 1).01 1).02 0.05 '10.4\ .37 1.00 1.38 1.18 1.0 1.I .04 0.6 .56 2.01 1.01 0.84 1).58 1).20 0.09 0.06 t.04' walsdans Ile to d"M Dow' ous mw*m A* jmd�,ftryfnq jMW~aM 0 4, no 16,�-o • ouw%ca"wt t .00 6.00 *0.00 0.00 0.00 1).00 0.00 \0.7\ .18 1.20 1.11 N.02 1.11 .24 6 .40 1).7 1).64 0.74 1).88 0.97 0.50 0.21 t. t-15 t.116 10.06 1).05 03 4t and=31"t 031 YJ uttivilas of rl�welaugso Ift 50"6:11 "Utpowme Poors"Nt""at "llumWommal EwforammIn's,mlow 5� moll"mou"WL Iftw)*aj hub rse -0 WArramly *0.6'1 1.60 1).55 0.64 1).89 0.94 +0.49 0.22 1). 7 0.39 .59 0.43 10.13 1.06 *0.0**b 0.01 t.00 t.00 t.00 t.00 t.0 .13V.14 1.20 1.20 1.34 1.4 1.15 N \ 1 OEM 14% larnwo la,spowarlm v 4M 10 falc In"t CIEMMEM COM A1ft#Lw-,W*".0MdmMd I I EPIC MEDIUM LED '%00 0.00 0.00 tl.00 10.6 34 1.01 1.36 1.26 1.14 .2 1.13 0.83 0.70 1.96 0.91 0.72 0.54 .47 t.66"�Sg �8 1.25 t.22 t.05 t 13� COM 1.8\ 2 .25 1.20 1.23 t.97 t.89 1).94 t.75 .62 1.25 .94 1 21 N 4�6; 00 t.00 t. 0.94 0.91 0.92 t. I.E38 02 1. .61 0.20 0.04 0.01 0.0*1 �.01 y�P ` JOE Q° 0S G <.Q��S�`O \\ /\1 i 1 'f tillat wit" woe w 00 0.00 0. a 1.6\ 53 1.36 1.18 10.94 1.06 2 .0 1.18 1.90 1.85 11.01 1.10 1.117 72 �,49 .1 0.02 *0.01 0.01 t 0.0 0\11 4k 10� COM GENERAL NOTES SFr q '9' 0111TIPI"71001 DATA 01 .00 0 'S� VU".VW v, 0 t.6\ -2 12.08 t.97 �.30 1.5-�� 1 .38 .79 .84 .84 t 92 �.25 1.09 t.95 t.7' t 1 t.07 t.02 t.01 1).01 t.00 *0.00 t.00 146.00 1�1 I BACKGROUND INFORMA 77ON SHOW ON THIS PLAN REFERENCES A CSM 01 SI IF PLAN PREPARED BY JAMES V DEL UCCA, R.A. DA 7ED JULY 12, b.00 1l.00 �.29 1.10 �.02 t.86 �.26 t.88 t 8 t. 0 t. �.4 .8 �.58 2006, LAST REVISED SEPTEMBER 12, 2008. t.79 10.71 t.46 t.16 t.01 *0.01 +0.00 t.00 *0.00 1l.00 1l.00 0.00 0474 CEM � "°� was eannaaru 1.0 N U x1l.k 1).00 t. 0 1.04 1.00 1.1 '0.99 87 6.91 1.88 t.80 6.69 0 58 .48 .717 !).38 6.17 1.07 1).02 1).0 0.01 6.00 6.00 +o.00 5.00 %0000 LIGHTING NOTES 'b* 1. ALL PROPOSED LIGH77NG RX7ZIRES SHALL CONFORM 70 THE APPLICABLE 1) 0 1)`i 6.00 t. t 6 1.07 1.50 1.7 1.02 .61 .47 .61 6.79 t.80 t.84 t. 7 9 1. t.9 t.-P t.20 t.0 t.03 t.01 t.01 0.01 t.00 t.00 t,00, PROVISIONS OF CHAPTER 172 OF THE TOM OFSOMHOLD TOM CODE a." A MOUN77NG ARM PER *1-0 AND IESNA GUIDELINESaxl7flrl!DATA ARCHITECTIOMER (i t. t. 1).00 t. 3 -0.66 'b.71 2.01 8 1. 7 5 t. t.7 0.8 1.04 t.92 6.92 1.07 1).77 0.62 .312 .06 '.oz t.02 t.01 *0 t.00 t.00 t.00 2. ALL LIGH77NG RXTURES SHALL BE DIRECTED DOWNWARD WTH ZERO TILT LW 0 FEB 12 2016 CEM2 N .TIM C� 91 // ABOVE HORIZONTAL AND SHIELDED APPROPRIA M Y 7'0 PREVENT LIGHT de tTautallei N 01 6.01 4 +0.35 1).78 1.19 2.17 0.98 5.78 0.9 .98 .36 .21 .98 0.77 1).70 0.66 t. 9 t .03 6.02 1).01 1 t.00 1).00 t.00 .00 SPILL AND GLARE ONTO ADJOINING PROPERTIES AND RIGHrS OF WAY ALL Southbk]Town o RECESSED CANOPY LIGHTING TO BE FLUSH MOUN TED. Planning Board 5.01 1).0 1).04 t. 4 5.67 t.80 t.70 1.01 .80 8 1. 4 2 1. +0.7 5.5 10.29 t.27 0.17 5.015 5.02 5.01 .01 .01 10.00 t. .00 J. PHOrOMEMC DATA IS SHOW IN FOOTCANDLES IN A 10'X 10' GRID SITE I-IGH771VG f7)(7URE0l%I 1).01 0. .03 t. t.3 5.65 t.6 t.52 0.1%,.6.74 1.10 13.04 1 0.90 .36 .11 08 1).06 5.013 t.01 .01 t I t.00 1).00^.00 4. INE CONTRACTOR /S RESPONSIBLE FOR, BUT NOT Llymw ro, PROVIDING (SEE LUM11VAIRE SCHEDULE) 10 01 1).01 2 .13 .32 .31 t.29 t.50 t.82 1.oz 1).93 *0 7 t. 0 Ae*0.0 t.03 t.03 02 01 t i t. & INSTALLING THE APPROPRIATE WRING, BOXING, TIMERS, RTMOS, ETC kP FOR OPERA 77ON OF THE PROPOSED LIGH77NG FIXTURES WRING DESIGN DECORA 77VE LIGHT POLE J'. %'A, . 41 // BY OTHERS. PER AIRCHITECTIOMER 1 .02 %�.o 5.1 t 0 1) 17 t.40 10.69 10.79 t.54 .24 t. t.02 5.01 5.01 .&1 � ei tl.001131.� t 0/00 0 5 IRE PROPOSED LIGH77NG FIXTURES SHALL BE INSTALLED PURSUANT TO THE MANUFACTURER'S RECOMMENDA 7701VS FOR INSrALLA 7701V 12114115 AS TOM COMMEN IS 4f .04 .06 .10 1).23 0.39 1.31 5.09 t.03 5.01 11.0 .01 .01 t.00 t. t.00 6. ILLUMINANCE MEASUREMENTS EXCEED 5 FOOTCANDLES IN THE AREA OF Date By lot 0? do Ole THE PROPOSED BANK DR/VF 7HRU PURSUANT TO IESYVA G-1-03 Revision Designed by: 7 1.0 t.0 t.12 t.12 t.04 t.02 t.0 1l.01 t. I 1l.00 ll 0 t.00 AS Drafted by: AS Checked 6y: X U :to FR MM Z ALL LAMPS TO BE 3000K PURSUANT TO TOM CODE. ZFZ Cb .02 1 ��13 1.04 02 t 1l.01 t.01 t.00 VO �.00 g' Sod tu 4-11 /1 1.01 1.01 6.01 5.01 6.01 t.00 .00 Barrett 0 0" b) Bonacci & $b) t.01 .01 1.01 t.01 t.00 .0 4-fc, **4b *10 -b I Nb 1021 Calculation Summary (�A BOLT CIRCLE & BASE COVER t t Iklb Van Weele PC (SEE MANUFACTURER'S Vo. - - , I INFORMA 770N) 0 5 Label Cd1cT)pe UnIts Avg Max Min Av in MaxlMin j 0 C01cpts-1 Illuminance Fc 0.88 22.90 aoo N.A. N.A. Civil Engineers 175A Commerce Dr. 2' TYR Drive 7hru Illuminance Fc 15.64 22.9 9.4 1.66 2.44 rC Parking Area AlumInance Fc . 1.16 19. 0.0 N.A. N.A. Surveyors Hauppauge, NY 11788 T 631 .435.1111 Planners F 631 .435.1022 LANDSCAPED I II III I 36 IN PAVED www.bbvpc.com AREAS AREAS LUMINAIRE SCHEDULE 77� 77'f I II 7rP SYMBOL DESCRIP17ON LAMP LUMENS Tax Map No.: DISTRICT 1000 SECTION 122 BLOCK 3 LOT 17.1 L-L J POWER MOUN77NG LLF BUG RA 77NG QTY > 177 COOPER UGH77NG STREETWRKS POLE MOUNTED as qjj CEM 80 CRI, 3000K 2,823 CSM EPIC MEDIUM LED AREA LOM,'NAIRE a95 B1-UO-G1 18 12'MO0N77A(G HGHT 8 21 LED LIGHTSOUARE PER LAMP 25 WATTS CEM-EO1-LED-D-U-SL4-*-**-***-8030-HSS SINGLE POLE MOUNT ARM PER ARCH 0.95 CITY SAVINGS AS REQUIRED FOR LOADING --- PRECAST CONCRETE POLE BASE PRECAST CONCRETE STRUCTURE NOTES: COOPER LIGHANG/S7REEWRKS 80 CRI, 3000K POLE MOUNTED, 2 0 180* BANK PLAZA AND SOIL. COND177ONS CSM2 CEM EPIC MEDIUM LED AREA LUMINAIRE 2,823 25 WA TTs 12'MOUN 771VG HEIGHT 0.95 B1-UO-GI J (CON7RAC70R 70 SUBMIT CEM-EOI-LED-D-U-SL4-*-**-***-8030-HSS 21 LED LIGHTSOUARE PER LAMP 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFf MENT STEEL 7MN POLE MOUNT ARM PER ARCH. PRECAST MANUFACTURER'S MA7TITUCK REINFORCEMENT FOR 7EYPERA TURE AND SHRINKAGE, 7RANSPORT CER77RCA 77ON FOR LOADING AND ------- AND TO ALLOW 7HE S7RUC7URE 70 WITHSTAND AASH70 H-20 COOPER LIGH77NG/S7REFTHVRKS TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 80 CRI, 3000K 2,823 WALL MOUNTED SOIL CONVINONS) DIMENSIONS 70 LOADING AT IRE COVER COND1770NS SHOW ON THE PLANS. CEM EPIC MEDIUM LED AREA LUMINAIRE 25 WATTS 0.95 81-UO-Gl 4 BE AS PER MANUFACTURER'S CEM-EDI-LED-D-U-SL4-*-**-***-8030-HSS 21 LED LIGHTSOUARE PER LAMP 10'MOUN77NG HEIGHT REQUIREMENTS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE S7RUC7DRES SHALL INCLUDE MANUFAC7URER'S CER77RCA 77ON THAT 7XF S7RUC7bRES ARE DESIGNED TO WITHSTAND THE LOADS NOTED COOPER LIGH 77NG/MCGRA W-EDISON 80 CRI, 3000K J,751 FULLY RECESSED WTHIN CANOPY LIGHTING ABOVE LRC LRC LED RECESSED CANOPY LUMINAIRE 50 WA 77S 0.95 82-UO-GO 4 LRC-B16-1-LED-E1--*ST-***-8OJO 16 LED LIGHTSOUARE PER LAMP 10'MOUN771VG HEIGHT TYPICAL LIGHT POLE (n 3. ALL PRECAST SRICRIRFS SHALL BE MANUFACTURED WITH 4000 PLAN INSTALLATION PSI 28 DAY S7RENGTV CONCRETE. MID SEC77ON TYPE PER ARCHIMICTIOMER ALTERA77ON OF THIS DOCUMENT, EXCEPT BY LICENSED N.rs SHADE TYPE PER ARCH17ECTIOMER PROFESSIONAL ENGINEER IN ACCORDANCE WITH o LM: COLOR .dc nNISH PER ARCHITECT40WER SEC77ON 7209 OF N I YS EDUCATION LAW, is ILLEGAL (D 2015 BBV PC Date Scale Project No. Sheet No. VIEW: NOVEMBER 25, 2015 1 =30' A150571 Of 1 REVISED ISED SITE PLAN SEPTIC & DRAINAGE PLAN • d ,� ° TYPE "A" PAVEMENT SPECIFICATION SI T UA TED A T , 1 1/2" ASPHALT TOP WEARING COURSE �� COMPACTED (N.Y.S.D.O.T. TYPE 51-F) SUBJECT �O / °° °O / lJ ° .� d '� S" DENSE BINDER COURSE COMPACTED A IT T CK PREMISES ° /°JO�� ° / x RECYCLED Nj RETE N.Y.S.D.O.T.) ° M11 TYPE"A") TOWN O F S 0 U T H 0 L D e 6" SUB-BASE COMPACTED ) SUFFOLK COUNTY (N.Y.S.D.O.T.) TYPE 1011 MATERIAL 9 NEW YORK aP\a 1O ° d ° \�° / ° ° �_ CREEK / / f S . C . TAX No. 1000 - 122 - 03 - 1 . 2 d 70 S. C . TAX No . 1000 - 122 -03-02 ° ° / F E. LEGION AVENUE eP/C6 d n ° S . C . TAX No . 1000 - 122 -03-5. 1 'f_ 1 e e° d _ S . C . TAX No. 1000- 122 - 03 - 17 KEY MAP / / / / ° d ° ° / ° .8 �J�� SCALE 1 "=20' / / j ° d/° a a d a ° a / JULY 12 2006 SCALE 1 "=600' / \�`l ° a N / ° Q e ° / DECEMBER 22, 2006 ADDED SITE PLAN 4 a 1� JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN $ a OCTOBER 19, 2007 ADDED DRAINAGE & SEWER / d/ a'a/ ° JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER °% e a FEBRUARYPRI 2?2008 OREVI ED REVISED SITEITE PLAN N APRIL 9, 2008 REVISED SITE PLAN SEPTEMBER 12, 2008 REVISED SITE PLAN d e ° a ° a NOVEMBER 6, 2008 REVISED SITE PLAN �. d X JANUARY 23, 2009 REVISED SITE PLAN ° a d 0 01 ,� AREA DATA a O°d (`'J ° e PoI� � S.C. TAX No. 10,140 sq. ft. « � a TYPE B PAVEMENT SPECIFICATION 1000-122-03-1.2 0.233 ac. F: S.C. TAX No. 13,346 sq. ft. �s �\o j � ° ° '41, ° ° ° 3" BLUE STONE GRAVEL WEARING 1000-122-03-02 0.306 ac. ,`° �a / Go ° \ �" COURSE COMPACTED S.C. TAX No. 40 618 s 1000-122-03-5.1 0.932 ac. '4°. ° ` / O`� 5" DENSE BINDER COURSE COMPACTED q. ft. tiy�T ° < , Q° / ° a a ,° , Qo RECYCLED CONCRETE N.Y.S.D.O.T.) S.C. TAX No. 0p2� / J�\�� j Q ` ° J� 101 1 TYPE "A") 20,038 s ft. a O, d ° d' ° ° ° e 1 6" SUB-BASE COMPACTED 1000-122-03-17 038 . roti ° ° . (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) 1 a`' d ° • ° TOTAL 84,142 sq. ft. 1.931 ac. �Er/ PDQ a ° "�j)!'° ° ° d a eI F. - NOTES: / ° gSgyq` 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM o 'o EXISTING ELEVATIONS ARE SHOWN THUS: 2o0 ° EXISTING COUNTOUR LINES ARE SHOWN THUS: - - -20 - - - G P E 9 N • iff011:County Department of Health.SerVICeS ; F.FL. - FIRST FLOOR d a a ° , Approval A � val for Construction.- Than Other TSingle 1Family y G.FL. - GARAGE FLOOR d °d 2 OINFORMATION `' �,� ReferenceATa._ d^D$ - DesignFi w l � �-� `"Ick t FLOOD NSURANCERRATEO TAKEN FROM: d MAP No. 36103CO481 G ° ° ° e �•� ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEA � R FLOOD WITH AVERAGE Use(s)�C �-��-_.�.. � /Lla' S DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE�.� ° ° de ' GE AREAS LESS THAN ° SJ\ These plans have been reviewed for g,neral conformance with SUffalk SITE DATA: _ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. County Department of Health Services standards,relating to water sum I y p r pp y TOTAL LOT AREA 84,142 SQ. FT. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. and sewage disposal. Reuardless o�any omissions,`inconsistences or lack C` TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. d°e°� F o 3. SEPTIC SYSTEM STRUCTURES SHOWN: QF' P\ o�� / � ' v of detail, construction is required to be in accordance with the attached TOTAL SIDEWALK AREA 1,959 SQ. FT. Q¢ � \ X 10.7 permit conditions and applicable standards unless specifically waived by TOTAL ROOF AREA 9,697 SQ. FT. $ o/ the Department. This approval expires 3 yez?r _ ...• the approval da. TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) ° ` \ ° TEST HOLE AG<</ti e q unless extended or renewed. TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,850 SQ. FT.) PROPOSED EXPANSION POOL TOTAL LANDSCAPED AREA PROVIDED 44.3% 37,304 SQ. FT. OG d M \? 1 °° � GP 12-5 � X 1 1.7 \ � # "�,�. � B�/C' G'`S P'�-�� ( ) �• QeU� e °d ° / / 1 �\ k .q ip /y ¢¢0 AREA INCLUDING THE FOLLOWNG SITE P d a ` ed / d X 12.5 9TF,p Q!� 3 -7-016 -- -__ _ --_ ROAD ACCESS AND PEDESTRIAIJ WAYS ' 0 ¢y ApprovllDate Revicnver PROIMUM SIDIE YARDYARPERMITTED 25' VIDEd / N5 d ° �N e " ° U x 125 \ \ \ ��l Q0 MINIMUM TOTAL SIDE YARD PERMITTED 50' ��44 PROPOSED LEACHING POOL F �'U x 0 \ �' �0 ° �tv� � PROVIDED TOTAL SIDE YARD 60.9' ° ° d o o Q° �\> 1 1 / \ \ �QJQ' � bQ� G�V GZ�``f^/(�Y sMAXIMUM BUILDING HEIGHT PERMITTED 35' O ° P (tel 'teaW17- 77- PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) PROPOSED SEPTIC TANK VARIBLE MINIMUM FRONT YARD 2 0� J O� or- -54AIIE- GC.QlC�,tdf.R•'� PROVIDE FRONT YARD PERMITTED---52.5'A 2 5'� (OFFICE BUILDING) 81' (HUDSON BANK) a ` / `i�t'Pv / �e ,�Ie X / \ \ ^�O� ,,---- LOT COVERAGE PERMITTED 30% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD e ° ° - ° i J�,(c• ° d ° ° \ \Q / X 125X �J�Gj 12.2 2 ®t \ \ \ \ \Y`�" LOT COVERAGE PROVIDED 15.8% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. d ° �� ,2. 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 s ft. OR 1 1% OF \� a c` o ,P�� °R``� d° ��'• ° ° ;� ��40 / Q�P� tie- CO 11(.� 1 \ 011,�y �. (EXCLUDING ROOF OVERHANGS q LOT AREA dc eO ° '` A ° ° ��¢°eo/ 's, o�\� \ \ I �`�/� ��0 5. PROPOSED TOTAL IMPERVIOUS )AR - / a X �S �� , �P�, 2 y� D / c FS Ov, � AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA O ° o No /T Q �, (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT Op Q0 0��2 \ y, o �� \ Q°�e� 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA Z. , <� ® . O 14 \\ / T, / (INCLUDING BUFFER AREA) � ° °° e � 4 � / x ;-- ` � �ti� X9.3 �,' � 7. EXISTING SEPTIC SYSTEM e 6x o s, / \ \ / , / EM STRUCTURES SHALL BE PUMPED CLEAN AND / Y e d °Q0 �i \\ �� v�`' i �`/ o `�- L�� / </)00 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 5 �� ° d° ° l ° ° e X 3.1 \ �S' Q /y 1 \ / \ <+ / \ /OO tK •C, ® \ � / \' - \\ ' \ ,/ O' LEGEND: O�QJO Fd \� a� a eco /$1 d- 4 \ 9 �.5, \� (� O JgF {o�P � / d 0;/ �� ' `� \ o, �U•/�1�`� o X \\ �P \'1 x10.3 /O 1y / // A, // / 90 \� T.C. - TOP OF CURB ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) T.A. - TOP OF ASPHALT d ° ° / �tX / \O\ I ��1 /i / , ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) P ° / e O 9• - / II �' I / O TE T.G. - TOP OF DR 123 �S \O ST L OLE DATA DRAINAGE INLET (PROPOSED ELEVATION) 4 ELEVATION 11.5 l` /� TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2007) x �' �\ yG R..A - / _ / _ \O / I I � I . / PV�i/��' \ ° ° ° ° a /J, S, EL. 12.5 T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) e°� ELEVATION 12.5' TYP. ooyc �° U/ tib nt 'o' <�L OS \C�� ° a MIXED SAND AND LOAM ® - A/C CONDENSER UNITS d ° U� x11 U e��Q ° '� �Q 3• 12 - PROVIDED PARKING STALLS 44 �� ° \� <�ON_ �od �¢0 O Q¢°e,/� � / I �.� - \\ \ 2 X.a f S� / / /' ''I Q¢UeO ��/ / , BROWN SILTY SAND SM c - BANKED PARKING STALLS e s / Q{'/ ® I \ >G S ® x `Y 6.8 / '+ 'J - 5' �\ �1b --- - DRIVE UP WINDOW STACKING PAR KING STALLS ao (/° X �1 / MIN' l• \k 12.3 I 7Q /- - / /% i t�Go? 6 PALE BROWN FINE SAND SP ^-'LJ � //O' x EL. 3.4' TRAFFIC DIRECTION FLOW ARROWS d P0-1, ° ° d /° ° / °� / C� 'r? \\\\^ \ O S/d }{ / (J Q• (� C �. A °AGF e ° N7 a °Q \0 MIN' x dn �P�F�\`l' _ ° 1 ° d ° ° ° -�\' ° 111 �(�Q Z"(P' \ . . x' j \\/ •�� /� f I I • [ AS� �� (``�r - °4 / j. I p ` 9.9 ,O/ ' T x cc- `Y& -O v WATER IN PALE BROWN FINE SAND SP d 41 1 ° a ° N� d ° ° ° �P�\�` 1 / px $� O ,. / \\\\ xi \ \ / I / S ` 6' X 10.3 ( ° e O /// // Sro 17' 1,01-1 - o�°. o a ° ° d °a ° \`L6 , �° 1� 4- k /A / \ \ I ' \ / rG 1 / ry �` � 70.9 7- t `IC� OGP ° a ° ° G / \° ° d °a ° / 00�0 '� O�Q\,�Q .° \ F�c� \� d/ , a ° °/ /- ! 7► 0 �- 129 \U \ \ ® \\\\ I O �1�` j � ° ° ° N ° 1 V �* '1 J X �QC \ x d X71_56 \ `� SEWAGE DISPOSAL SYSTEM #1 CROSS SECTION O Q a / d ° \� \� 13.3 � . - -- I I '� \ / \ d e e gJ 1 `� S y V� ® tai 0 o x \ \ I �\ /. 10.6 NOT TO SCALE 12.3 - ,�1t \� / T / \ �i•C` \�' Zj ` �o� \J\ ! / \ / X- ( ) F.FL. EL.12;z ! ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ° ° a O .. & COVER (INSECT PROOF FINISHED GRADE ROADWAY TYPE C.I. FRAME a 2 11.93 1 �( V \ 1'U.9 / Q ) & COVER (INSECT PROOF) FINISHED GRADE X- 13 > z EL. 1 & COVER INSECT PROOF FINISHED GRADE e \,°� d ° ° e X12. \ � x- / i / / � � 0 2.0 EL 12.0 ( ) EL. 12.0 & COVER (INSECT PROOF) X P°a �� d ° ° {� a ° ° /' T \ / it. e / Q / x 9 1 I I / / •�(1 Q' Oo (m X. (min.) 8" min. TRAFFIC BEARING COVER /'�� /�� \ / IQ Q 4'�CAST IRON PIPE 1/4"/f[. '-0 ,•_0•• p a CY F 9i 'I / ` INV EL 1 e _ �c iv 4� PVC PIPE 1 B" fL(min \��5 /a /� 1- �_ � MIN. L7 MIN NV EL 9 5' X /� / ` 9 ,Y I lo'- " I o INV. EL. P � 4 -2 INV. EL 10 INV. EL. 9 0' z 1 ° 0, e 5 F Ci .. 0 3" q" N g ,SFT P � -12 EXISTING BUILDINGS 8 STRUGTUR)r5 �O 2 \ / 9 '� G ��, \ � a o/ 8 TO BE REMOVCD /mac I � � 'o, ''��'QJ l � \\�\\ ' / / T \ / 9 -� M ° ° / 9 ° e ° �� ° \ / QO1,iF�• ,(Q Q' I \/ / / ` I \\\\. X 10.8 / 0 "� p 8._0.. INV EL. 9.1' m X 6. ` rc�' q.u' q. 18"DROP o d / J d / ° \\ 11.10 /�O�fi0� 10 1; J�� I / d d \ ° ° d i 1. /�G \\ / X �Z of 0 A / ° /d ° a e /. 1� 1 °a ° ! ° ° " ' d ° �✓' SF LST�� \� 1 / �� ° ° ��, Pry \ X 10,0 / C U' P DIA. 8'-0" L (min.) 3_P0 " (min) / 1'1'/_ / ° °e \\. °° °/aa;j\/`' "a / �QOON °\ �✓ C��,CS�o�<iF/c�y9am�� ,I �� - �9�-C ® \\\\ / -. \��° _OQF'02 -8_j /` / `` Q�' �� I II \\\\\\\ ®\ r\\G\\ �A / / ` '`I /1 /0, \,/�O 1 /,/�/U'/'\�`'/�Q N� 1,200 GALLON 1D•-.o"\ _ 10,_o. SEPTIC TANK o4N � O 0�/ ' CLEAN SAND AND GRAVEL BOTTOM FI BOTTOM EL 5_ 7 1 0 GROUND WATER EL 34' o E D \\ \ \/ +' „ MIN. X ryry \ ( i . �P ® �PU�ry / DISTRIBUTION POOL (3) LEACHING POOLS s- -ems +� Q0- \\\\ , SEWAGE DISPOSAL SYSTEM #2A CROSS SECTION 0Q0 (NOT TO SCALE) X9.4 /o ` \� \\ xC` ,/ \\ \� I ,` F.FL. EL.12 Ft ROADWAY TYPE C.I. FRAME \ \ X P� & COVER INSECT PROOF FINISHED GRADE ROADWAY TYPE C.I. FRAME 3 \ \ \ G ( ) & COVER (INSECT PROOF) FINISHED GRADE ROADWAY TYPE C.I. FRAME F 8.3 \'` �(\ J�\ 7-FINIS EL 12 0 & COVER (INSECT PROOF) �OLc. -011 X \� \ 9, T� \J\� \ 5 Q (ma O) (min..) r8` min. TRAFFIC BEARING COVER X\\ / m 4'1dCAST IRON PIPE 1/4"/ft. --I--- fl-0- 4, (7 •9` / / / 1¢ Q 7.7 5� INV. EL. INV. EL t 0 0 4•PVC PIPE 1 B MIN. INV EL. 9 5' o SEWAGE DISPOSAL SYSTEM CALCULATIONS D'-D o NV. EL- 2 \�° `oa- �i' ¢ \QP N� GROUND WATER MANAGEMENT ZONE IV a B D o 4"- 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x 1.931 ac. = 1,158.6 0 ° UO \fid, x 2. SEPTIC SYSTEM #1 4 PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) P �S�`�. _$ 3,244 sq. ft. sf x 0.06 GPD/sf = 194 GPD (NON - MEDICAL OFFICE SPACE) e'-D" DIA. 3'-0" OGj��'4¢ X95 SS S�. 8\ s le� //i / X °P - 3. SEPTIC SYSTEM #2A 1,200 GALLON 10'-0" Q¢�U Q�� Q6 4o�Rs ` r \\\\\ ,/ °P� �2 A� PROPOSED DESIGN F0�0 GPD/sf(MEDICAL OFFICE475 GPD (MEDICAL OFFICE) .A� SEPTIC TANK CLEAN SAND AND GRAVEL BOTTOM EL. �.7' PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) 4. SEPTIC SYSTEM #26 o �ro X 0 pq� �� 4,750 sq. ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) N E ``�� GROUND WATER EL. 3.4' SC` O �P�O g�SAY• 5. TOTAL FLOW = 194.64 + 475 + 475 = 1,144.7 GPD (3) LEACHING POOLS x� �r4/ Ui �(P��,8� 41� �s 6. SEPTIC TANK CAPACITY REQUIRED PER BUILDING N/AGt� .�0 f,P Oq/1 6- r�`� � SEPTIC SYSTEM #1 4\'\'`G `�s.2 0 O 194 GPD x 2 = 388 GPD SEWAGE DISPOSAL SYSTEM #26 CROSS SECTION x- �oP 6.6 �O� PROPOSED (1) 1.200 GALLON SEPTIC TANK (8' DIA. x 4 LIQUID DEPTH) �5� G, 2 \<'Q �, o7. SEPTIC SYSTEM # 2A (NOT TO SCALE) DRAINAGE SYSTEM CALCULATIONS f�`� l ��°�+`Q¢° p pF � 475 GPD x 2 = 950 GPD F.FL. EL. 72.5' ROADWAY NPE C.I. FRAME ROADWAY TYPE C.I. FRAME �� lC OO �oc� 5P�\ PROPOSED (1) 1,200 GALLON SEPTIC TANK (8 DIA. x 4' LIQUID DEPTH) ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME z & COVER (INSECT PROOF) EWISED GRADE & COVER (INSECT PROOF) FINISHED GRADE & COVER INSECT PROOF FINISHED GRADE 8. SEPTIC SYSTEM # 2B EL 12.0 ( ) EL 12Q & COVER (INSECT PROOF) NUMBER OF TRIBUTARIES = ONE /� z'-D- 1'-D" OO x� �� 00 \�Q°��O 475 GPD x 2 = 950 GPD (max) (min.) 8" min. TRAFFIC BEARING COVER _0• DRAINAGE AREA WITH 100% IMPERIOUS, = 54,292 sq. ft. Q, m q'�CAST IRON PIPE i/4"/ft. _�_ ,•_D^ h 6 20, v 1 in MIN. PVC PIPEN. AEACH SPHALT PAVEMENT, SIDEWALK, AND ROOF l�. ti� D' Oq D` �° PROPOSED (1) 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) INV. EL.1Qz INV. EL. 0 Q DRAINAGE RINGS 10 -0' DIA .X = 30.9 RINGS p r'i9, ° S r F 9. LEACHING POOLS REQUIRED SYSTEM #1 a INV. EL.2 4'-0" IN DEPTH WILL PROVIDED 00 'o,�p p ,o•_D• o NV. EL.$4 Nv. EL.�1 NV. EL. �o 1736 sq. ft. OF CAPACITY OF IMPERIOUS AREA O � h MAXIMUM 388 GPD x 1.5 = 258.67/31.42 = 8.23 V.F. -{ a'-o q" D NUMBERS OF DRAINAGE RINGS REQUIRED - 31.3 RINGS w ��5 F O o 90 ° X SIDE WALL LEACHING AREA a J 18"DROP z PLANTING BUFFER AREA WITH 10% IMPERIOUS - 29,850 SQ. FT. y`�� °�° X �O,O PROPOSED (3) 10' DIA. x 4' DEEP a• q" g NUMBERS OF DRAINAGE RINGS REQUIRED - 1.8 RINGS I--� �F\- LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. o 0 4"- TOTAL " o G TOTAL DRAINAGE RINGS REQUIRED - 33.1 RINGS �, 10. LEACHING POOLS REQUIRED SYSTEM #2A a TOTAL DRAINAGE RINGS PROVIDED - 35 RINGS S S), 00 MAXIMUM 475 GPD x 1.5 = 316.67/31.42 = 10.1 V.F. P C 7S,y0`z- , 00 SIDE WALL LEACHING AREA -T 8'-0" DIA. B'-0.. �' LEACHING POOLSO(3)(125.7)' D (min.)377.1 SQ. FT. PROPOSED1,200 GALLON 10•-0'• 70•-0" 11. LEACHING POOLS REQUIRED SYSTEM #2B SEPTIC TANK TYPICAL STORMWATER UNIT �•I (NOT TO SCALE) �y�,�F� MAXIMUM 475 GPD x 1.5 = 316.67/31.42 = 10.1 V.F. BOTTOM EL SIDE WALL LEACHING AREA CLEAN SAND AND GRAVEL BOTTOM EL. 5_7' o 5_7 o E �{ PROPOSED (3) 10' DIA. x ) DEEP GROUND WATER EL. 3.4' N E I E CAST IRON INLET FRAME & COVER (FLOCKHART �j63518 TYPE 6840) �P LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. - ASPHALT OR GRAVEL SURFACE ELEV. 11.5' (TYP.) OR EQUAL cP� PARKING REQUIREMENTS DISTRIBUTION POOL (3) LEACHING POOLS E 7 TR THICK REINFORCED CONCRETE O�\;oQo�00 TOTAL BUILDING AREA 12,744 sq. ft. D TRAFFIC BEARING SLAB (TYP H-20) ya BANK AND OFFICE BUILDING 12" CORRUG. PE DRAIN � ., O Q ( ) PIPE OR APPROVED EQUAL O�v PARKING REQ'D FOR 33 F� BANK BUILDING STALLS FEB 12 2016 _0.57MIN, 0.57 \a° 1 STALL/100 OF FLOOR AREA ro NEXT UNIT in. 12" CORRUG. PE DRAIN ,O� 3,244 sq. ff./100 $OUthOIdTown SITE PLAN & DRAINAGE &PIPE OR APPROVED EQUAL SEPTIC PLAN DESIGN PlanningE3oard O o \, PARKING REQUIRED FOR � OFFICE BUILDING 40 STALLS to'-o" PHYSICIANS AND DENTISTS James V. DeLucca R.A. UNAUTHORIZED ALTERATION OR ADDITION 3'-0" 5 SPACES PER PHYSICIAN OR DENTIST TO THIS SURVEY IS A VIOLATION OF LEACHING RINGS (min.) TOTAL 8 PHYSICIANS PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 7209 OF THE NEW YORK STATE ■ 3'-0" REINFORCED PRECAST CON-. CRUSHED 3/4" - 1-1.) STONE AND OR DENTISTS X 5 �., AV'""'"'^"+!. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED EDUCATION LAW, Nathan Taft (min.) 4000 PSI ® 28 DAYS ALL AROUND (IF REQ'D.) 19D cf 4" STALLS PER PHYSICIAN OR DENTIST V BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Corwin III ��` '- FOR SUCH USE BY THE NEW YORK STATE LANG 73 STALLS r- COPIES OF THIS SURVEY MAP NOT BEARING `, INSTALL GER CLOTH AROUND ALL TOTAL PARKING REQUIRED �5 TITLE ASSOCIATION. Land Surveyor or iG 1• +ja r '\ THE LAND SURVEYOR'S INKED SEAL OR rr o LEACHING DRAINAGE RINGS PER ZONING CODE 4;! `:` (t .-. �•�>r C! EMBOSSED SEAL SHALL NOT BE CONSIDERED E TOTAL PARKING PROVIDED 63 STALLS �` i 1* �G 4 r�^tf' �i01 \ TO BE A VALID TRUE COPY. GROUNDyIP�T�RDf TOTAL BANKED PARKING 3"STALLS ` �;; �•�y�at' Eke\ ,/� ;+ (� ,),•',, CERTIFICATIONS INDICATED HEREON SHALL RUN TOTAL PARKING REQ'D 63 STALLS ,p j� ," i 's ��" .p -- ONLY TO THE PERSON FOR WHOM THE SURVEY (� ��1+vvv 1 IS PREPARED, AND ON HIS BEHALF TO THE BY PLANNING DEPARTMENT �' �e ' 7 p �' TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout BANKED PARKING ' f T « •'.R' r LENDING INSTITUTION LISTED HEREON, AND y 3 STALLS �";"I , �? TO THE ASSIGNEES OF THE LENDING INSTI- QUEUING PARKING REQUIRED � ,t" <' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 10 STALLS J► '" d QUEUING PARKING PROVIDED 10 STALLS 'ar /© 02365 OF M�� t`�, y THE EXISTENCE OF OFFICES LOCATED AT MAILING ADDRESS RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ,� N X . pa i�'rlo. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 s"7 713 24-255K A o ,� E-, o o Z aim ASPHALT AREA w FROM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS CD 0 ter+ z A (PART 3 MARKINGS) FOR SPEED LIMIT LESS THAN 45 MPH: WATER VALVEATER METER `4 F a TRANSITION TAPER L = WS 2/60 UTILITY E n r/� r m POL ~ ASPHALT t/1 m L = 5(25)2/60 = 52 FT. NYT 357 CONC. SIDEWALK x n D MINIMUM LENGTH REQUIRED PER CODE = 100 FT. IN URBAN AREAS APRON �c z x n STREET � � SIGN n LU UTILITY POLE r DRAIN- ASPHALT APRON NYi 358 UTILITY POLE TELEPHONE '� g NO PARKING SIGNMANHOLE ORIENTATION SOUTH FIRE-+.� X Nn 359 HYDRANT WATER VALVE NO PARKING SIGN UTILITY CONC. SIDEWALK _• '� DRAIN -•� j r A A V ORIENTATION EAST 7 POLE Tom-SHEARED ROADWAY SIGN UTILITY POLE ' DOUBLE SOLID ORIENTATION EAST ASPHALT APRON ... , YELLOW LINE AIYT #361 UTILITY POLE DRAIN DASHED YELLOW WATER VALVE n UTI #362 WHITE ARROWS LINE �WATER VALVE WHITE LINE WHITE ARROWS AND Q A, ... „ __,W_-DASHED YELLOW LINE LETTERING DOUBLE SOLID YELLOW LINE ,V I�/ STT "__ WHITE DOTTED LINE O Q x SOLID WHITE ARROWS AND Q 2 Z 100' WHITE LINE YELLOW LINE '� � � �� WHITE ARROW LETTERING� m ` 1) /M � �0i k DRAIN SOLID WHITE LINE -RITE DOTTED LINE 100' SOLID WHITE LINE �"�� WHITE ARROW BICYCLE DIRECTION MARKER w SOLID WHITE LINE YELLOW LINES I 250 FT. O.C. MAX. TYP WHITE LINE 100' DOUBLE YELLOW LINE -- CLEAN EXISTING BASIN DOUBLE YELLOW LINE BICYCLE LINE (N•Y. S. E 25J PUBLIC WATER IN AS REQUIRED AREA OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND WATER METER , r 100' FULL LENGTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTIHAEI P.E, UTILITY POLE OVERHEAD WIRES -� LEAGHING BA IN TYPE M 2285 NYT #404 WATER VALVE 1 . ' WHITE LINE _ ' WHITE LINE UTILITY POLE 6 �I'' DR ASPHALT AREA GAS VgLVE� -- PROPOSED GONG. CURB EXTEND PROPOSED CURB AND SIDEWALK TO EXISTING DRIVEWAY CURB, _ .;p BICYCLE LINE: - �_ ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB SLAB' N 6° 5'00" E - - _ RAMP TYP. SEE TYPE 1 CURB RAMP DETAIL TYP. POLE #407 04 t N . 44°56'00". M OVERHEAD 3O 30 25 PROPOS GONG. G RB SEE DETAIL j WIRES 1 6 79 1:12 SLOPE CURB TO RAMP WITH 1�--SPEED LIMIT _ ROPOSE GONG. SIDEWALK (TYP) url I - urILITY- _ GRASS FLARS ON BOTH SIDES OF RAMP TYP SIGN POLE 407 GAS LVE POLE 2�N `_ F ND PROPOSED GONG. SIDEWALK �'P•) _,,- VERHEAD WIRES - - X11 JC AIL MI' I 6'-s1 -I WHITE S P LINE[6:� P SIGN UTILITY POLE A k` PROPOSED w N UTILITY POLE * C- WALK INn D = SEEDETAIL U' RAIN 1 'K 5' - 6' �I Zx - LIL #408 Y d LEAGHING BA IN TYPE M MIN. MI MIN. > w CAST-IN-PLACE CONC. CURB BLDG U1 cJ1 PROPOS)=D rp g 285 TRANSITIONS 1:12 SLOPE SEE DETAIL tD 7. cV N Lu 0 SIG ri v SEE CURB DETAIL 609-02 \ Z ' � O in D 1 S RY 36' �� PLANTING BUFFER o 1 UCCO 5EPTIG 5Y EM #2A Y--12'- v ° BICYCLE (W11-1) WARNING SIGN UILDING N = TLp Fs ➢ 250' O.C. MAX. TYP. OR AS NOTED ° =1 T.G. 12.5' r SEE SHOULDER RE-CONSTRUCTION ON PLAN (ALL SIGNS TO FACE MAIN ROAD) N In a ti - DETAIL FOR PAVEMENT AND BASE u� �6y O T.A. 12.0' p o�F O SPECIFICATIONS BICYCLE PARKING SIGN (D4-3) T.G. 11.5' 0 (4) GOLDENRAIN TREE ��- T.G. II. to (KOELREUTERIA PANICULATA) oSEPTIC, SYSTEM #1 LAW AREA WITH TOP SOIL AREA _�2 Q 1 ITEM NUMBERS 610.1602 AND 610.1402 INVERTED U RACKCYCLE INSTALLEDKiON CONC.USINGSLAB 'yi m BETWEEN ROAD CURB AND CONC. SIDEWALK. TYP. � � -m1 z 17.4' M I I r 1 D -- d co _v 4,750 scL. ft- FOR y{ r)T5 N \+/ \ G z m n I 5EPTIG SYSTEM #2A' 7" F® TRAFFIC . L I �1 E D I�A G P LES -'AM I II \ T,G. 12.5'\ 0 1 SHEET �i OF I ® 0 II I o' O° Z NEX y • I � o :; '.. --j- -� �3 � SI T UA TE SITE DATA: \ i ® II - � - I 1 1 1 bZzT.G. 84,142 SQ. FT.TOTAL LOT AREA U1rYP•_d3 ATTTT T TOTAL ASPHALT PARKING AREA -42,636 SQ. FT. TOTAL SIDEWALK AREA 1,959 SO. FT. Irn TOTAL ROOF AREA -9,697 SQ. FT. D p POLE TM TOWN OF S® U T H ® L D TOTAL LANDSCAPED AREA REQ D 35% (29,450 SQ. FT.) TOTAL LANDSCAPED AREA PROVIDED-35.4% (29,850 SQ. FT.) n TOTAL LANDSCAPED AREA PROVIDED-44.3% (37,304 SQ. FT.) D.- Q SUFFOLKC® U Y NEW YORK® RK < L� z rn S. C.AREA INCLUDING THE FOLLOWING SITErn I ® (11 � II 32 S 14' S' TAX /� o. 1000 - 122-03- 17. 1 MINROAD ACCESS AND PEDESTRIAN WAYS , I N z • ZI :- 2 n PROVIDED ISSDIDEYYARDPERMITTED- 17.4' �► - C) -TIT �C N _ C� U c. N 8.3' car MINIMUM TOTAL SIDE YARD PERMITTED-=50' / z ® a d -{ -�( O O' 25.0' - ® O N 12" DIA. CORRUGATED PE DRAIN PIPE SCALE 1 ��=20' PROVIDED TOTAL SIDE YARD 60.9 / G� I rn nl: o OVER EQUAL TYP• MAXIMUM BUILDING HEIGHT PERMITTED --35' / \\ Z Ul .d (TRAFFIC BEARING) OR APPR _ JULY 12 2006 PROVIDED BUILDING HEIGHT -34.5' (OFFICE BUILDING) 26' (HUDSON BANK) r ! N z n _ MINIMUM FRONT YARD PERMITTED -VARIABLE ^'o \ O I I F7 I I DECEMBER 22, 2006 ADDED SITE PLAN PROVIDE FRONT YARD -52.5' (OFFICE BUILDING) 81' (HUDSON BANK) F�' ® II - �':. , I I I II y A JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY LOT COVERAGE PERMITTED -30% \ II z AUGUST 27, 2007 ADDED SITE PLAN -+nm 4,750 5 ft. FOR - -i / 1 Ln LOT COVERAGE PROVIDED -15.8% omx Gl \ II lOj I IOI 22 m� SEPTIC 5Y5TEM #2B ' C� D \ II -1I z I OCTOBER 19, 2007 ADDED DRAINAGE & SEWER rq o� 11 \' / II II ' ' II (' JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER FEBRUARYAPRIL 2?20080REVISEREVISED SITESITE PLAN PLAN • ® I fJ 1 APRIL 9, 2008 REVISED SITE PLAN SEPTEMBER 12, 2008 REVISED SITE PLAN 7.9 l 1 I i NOVEMBER 6, 2008 REVISED SITE PLAN II T.O. 12.5' i� ____ _ __ __ JANUARY 23, 2009 REVISED SITE PLAN NOTES: 16,0' T.G. 12.5' II 1 - _ __- I D �� - - FEBRUARY 3, 2016 REVISED SITE PLAN 1 . ELEVATIONS ARE REFERENCED T0: N.G.V.D. 1929 DATUM T.G. 11.5' m A. 12.0' PROPO GONG. CURB (TYP.) \ T.G. 11.5' / -O- 'O- O ® TMP PROPOSED EXISTING ELEVATIONS ARE SHOWN THUS: -I ` R EXISTING COUNTOUR LINBS ARE SHOWN THUS: \ _ - - _ TYP, _ GROSS,- AREA = 84,142 sq. ft. - FIRST FLOOR co 00 O ry® -_- ® __ ® - _ - ® N EASEM 1 .931 ac. GARAGE FLOOR z 2. FLOOD ZONE INFORMATION TAKEN FROM: Z W I r.G.il•5' FLOOD INSURANCE RATE MAP No. 3610300481 - G N PROPO� D ASPHALT PATA E20' 11 TYP 11 #T.C. 12.5' 11 T.A. 12.0'TYP• ZONE X AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE _ _ I N T.A. 12.0' I1 11 _ T.G. 12.5' TYP- DEPTH OF LESS THAN 1 FOOT OR WITH. DRAINAGE AREAS LESS THAN T.G. 12.5' 11 _ O 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. PROPOSED Ak--I2,5'--,I # _JI- 1 O ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. N DUMPSTER UTILITY 11 3. SEPTIC SYSTEM STRUCTURES SHOWN: N 46°45'00" E 11 11 - OMON. / 1 , 11 FOUND POLE PROPOSED EXPANSION, - / 14.64 O O SEPTIC, SYSTEM #25 0 PROPOSED 6' HIGH STOCKADE F NGE rn Lr + -� �- o in ,REE * 18'50" rn rn VEt 1ENT 1 o ,A" S 45 W 7 5 0 0' ^l PROPOSED LEACHING POOL ?,oo - N `-� GR �� PA 0 e, _J rn - ° pROP05ED t 1 l/� n ® � ,''`��ii - 0o Z 11 q Ili cr °a 10 -�`�.,,E y � PROPOSED SEPTIC TANK 01 1, �s 11 1{it 11 13 -0 J -A k 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 0,11 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. W rn 1 ® a N ® ad 2� rnOJ 0M lel i I T O J cl' 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 1 1 / OF LOT AREA MAIN ROAD Itp �➢ •�, O, 02�g� yp (EXCLUDING ROOF OVERHANGS) (N-YS. RTE. 25 , II j1 s OF V � - � ® 1 I 2�� c �-n �� 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA ` II Iq 11 (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, S[DEWALKS AND ASPHALT PAVEMENT) N 51'50'00" 11 Iq 1 O ➢ 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA � E 225.00' v, 0 11 �n9 ' 1 '210 1 0 z (INCLUDING BUFFER AREA) 1 , v SITE PLAN DESIGN BY: ac o 11 - i d SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND x z 7. EXISTING SEPTIC James V. DeLucca R.A. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. y .-1•� 22 .- 1 rn gANKEfl y�� LEGEND: o �'a TEST HOLE DATA T.C. - TOP OF CURB # T.G, 12.5' ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2007) Ac,' 1111 11 T.A. 12.0' EL.:12.5' - T.G. 12.5' lil ➢ �L'bd� ', ', T.A. - TOP OF ASPHALT o' 11 -� ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING ( ) a� T.G. 11.5' 11 _ PROPOSED ELEVATION T.A. 12.0' N T.G. 11.5 usE � a n MIXED SAND AND LOAM - ry TI'P N _ T.G. - TOP OF DRAINAGE INLET (PROPOSED ELEVATION) ® -_____ ® _ _--- __---_ TYP, p HO D C0 ELEVATION 11.5' a3, cn T.W. W ELEP OF VATION ON RETAINING PALL (PROPOSED ELEVATION) BROWN SILTY SAND SM -i T.A W T.A 12.0' P OPOSED GRAVEL PAVEMENT FEB 12 ZO16 to� T-G. 12.5' 4 ® - A/C CONDENSER UNITS 5 A o GONG. CURB TYP- T.A. 12.0' T.A. 12.0' SOuthokf Town ' SLOPE T.G. 12,5' ` �^ o: GR4DE TO MATCH 21" OAK T.G. 12.5' Planning Board10 , �,}F p` N.Y.S. Lic. No. 50467 i PALE BROWN FINE SAND SP - EXISTING GRAD -� - ` „+ PROPERTY EAT PLANTING BUFF R PROVIDED PARKING STALLS � LINE C', c 7 N 48'00'00" E I 0�/ - BANKED PARKING STALLS EL. 91. 362.00' 0 x •CA ~ 12" OAK-��) Lathan Taft Corrin III FOUND CO - - DRIVE UP WINDOW STACKING PARKING STALLS MON. 0-4'w 145.28' i a Land Surveyor - TRAFFIC DIRECTION FLOW ARROWS WATER IN PALE BROWN FINE SAND SP 48°00'00" 16" OAK a FOUND 72'88' S 48'00'00" W Z 16" OAK C. MON. 75.00' EDGE OF DIRT ROAD 14",OAK a Z 13" --------�1\ LOCUST CONC OMON. \ Title Surveys - Subdivisions - Site Plans - Construction Layout 33' WIDE RIGHT OF WAY 2 18. 16' PHONE (631)727-2090 Fax (631)727-1727 17' { (KNOWN AS JOHN'S ROAD) Z OFFICES LOCATED AT MAILING ADDRESS r 322 Roanoke Avenue P.O. Box 1931 t� Riverhead, New York 11901 Riverhead, New York 11901-0965 I I 24-255L B PROPOSED SITE PLAN FOR TRAFFIC LINE DIAGRAM[ SHEET 2 OF 7 �1 SI T UA TE ASPHALT PAVEMENT WOOD TIE MATTITUCK TOWN OF SOUTHOLD CONIC. GU f_ _ :ZZ IUTILITY ` Q SUFFOLK COUNTY, NEW YORK — NYi >�351 3 -� s �sN" — — F _ z S.C. TAX No. 1000- 122-03- 17 . 1 I IRE HYDRANT� w ASPHALT CURB m SCALE 1 "=20' UTILITY � •` O POLE c NYT l�352 �SIGN - JULY 12 2006 '► GUY WIRE _ TMANHOLEE_� SIGN slcN 3 MAY 28, 2009 ADDED ROADWAY CROSS SECTION IslcN — _ z AUGUST 5, 2009 REVISED PROPOSED ROAD STRIPING ASPHALT CURB NYT #352 slcN � o y Zm U FEBRUARY 3, 2016 REVISED SITE PLAN �• �. s �/ "" ,� m o SIGN$ m m =w m m 3 HEDGE LI DRAIN x UT/ LI CONC. CURB � ASPHALT PAVEMENT � 2 71 ADRAIN B — POLE BASIN J DRAIN UTILITyCIES HEDGE i W W o WATEROGG y� I, DRAIN � CURB CUT VALVE WA TERDASHED WHITE LINE---**-METER OV O WATER UTILITY POLE CURB CUT WHITE LINE �. _. ERHEAD WIRES (TYp BELGIAN J a 4 METER DIRT do GRAVEL DRIVEWAY LIL �t399 SIGN URB � A Op _ ) BLOCK gpRON .�i -UrItITY �'-GAS WOOD FENCE--_-,, MANHOLE—� SIGN Z �� ._ —. SO YELLOW LINE VALVE POLE VALVE Qo `DASHED Y CONC. SIDEWALK SIGN SIGN ELLO �� ,� W LINE 2 oi .0 GUY WIRE UTILITY POLED�ED_`OW LINE Oyu m c a LIL N400 9�n� MANHOLE SOLID YELLOW LI x G 3COD CURB CUT DRAIN 1 �� ►.. �_ __ �� _ J WATER LITY UTI _. \ POLE r'2 VALVE \_ G �\ LIL #401 VVVDDD SIGN CURB CUT GAS J� SIGN I �� -- VALVE� MANHOLEJe0 CO UTILITY POLE GAS _• v ^j G(� G NYT #402 __r-VALVE MANHOLE j" G0� BRICK g MANHOLE SIGN ON CONC. STOOP �V. {may ��O �p� CONC. BASE SIGN 611JO��v �P�' SIGN UTILITY y �° i 1 STORY POST & RAIL FENCE POLE �� FRAME HOUSE n o WOOD TIE 0 A MAIL BOX n m m M < z m 508'± � W 0 M c M c A SIGN CONIC. UY WIRE GUY WIRE SIDEWALK TELEPHONE MANHOLE UTILITY p OJt CJ�aO CONCRETE PAVEMENT n WHITE LINE Gp B n� / STOP BUS WATER METER SIGN UTILITY POLE SIGN GUYWCONC. SIDEWALK E DOUBLE YELLOW LINE IR ~SIGN ftftft SIGN Z wH/)� UTILITY POLE J WHITE LINEHYDRANT N SIG 347 0 INE GVH i f WATER OVRg CUAe 1 / CONCRETE PAVEMENT cGP 8 DOUBLE YELLOW LINE �� ► ` NYT 348 _ CON / SIGN SIGN�1 SIDEWALK �� WHITE \ DRAIN CONC. LK LINE J�0 / S/GN UTILITY P` WHITE y OL � �Jy v til` S/ON LIL #393POLE SIGN Sl / ' CONC. GUTTER NYT 13POLE 49 vo 9 OVERHEAD WIRES (TYp,) CATCH w BASIN CURB \ �. WATER POLE WHITE LINE_ METER DOUBLE ...� YELLO TW LINE UILITY I _- POLE � SIGN� I -- •► ,�� ,� DOUBLE POLE UTILITY i GAS YELLOW LINE ®VALVE WHITE LINE — ASPHALT PAVEMENT POLE OF ASPHALT PAVEMENT 'C'� I �. tiAs 0 1 ,0 l: rn SUBJECT PREMISES � O 1' G��1! E� j N.Y.S/6'c. o. 50467 P O _ Nathan Taft bci vin III Land r F JACREEK MES lLFEB _ � Surveyor veyor 9� ° �� 023 _ Gtn E. LEGION AVENU0: E ` S0 ti-c-, ri°w ,. " �� PlannI11t .St:aiC Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. SITE PLAN DESIGN BY: Title Surveys — Subdivisions — Site Plans — Construction Layout KEY MAP PHONE (631)727-2090 Fox (631)727-1727 James V. D e L u c c a R.A. OFFICES LOCATED AT MAILING ADDRESS �> > 1586 Main Road P.O. Box 16 SCALE 1 =600 Jamesport, New York 11947 Jamesport, New York 11947 A ' TYPE "A" PAVEMENT SPECIFICATION PROPOSED SITE PLAN FOR TRAFFIC LINE DIAGRAM 1 1/2" ASPHALT TOP WEARING COURSE COMPACTED (N.Y.S.D.O.T. TYPE 51-F) + , 5" DENSE BINDER COURSE COMPACTED SHEET 3 OF 7 RECYCLED CONCRETE N.Y.S.D.O.T.) Vmm LMSmlm } 1011 TYPE"A") ' -� ai11e ' WSOR ,.,,,�1� ( DETAIL) 6" SUB-BASE COMPACTED —iii wLaSEL,M a"'�` Taa •Ir�'"" (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) -- ___- �_-_-_-_ _---- �rA0NfF1LA' gLAMa r-IMIR NOW: 0,1.�, - ----- -- - r; 1 SITUATE EDEE NO1EL• rnm 1• AS SNOW M CaTNxT DOLIAENTS/2 n 111 �MC� WEE Ile1 ORECIpM aF TRAKIFSam Ann"i MATTITUCK EDSEPM1BENi WTfm OP on MSFFIFILU OF LM (IRA 10 1 TT E LINE—•� a"V�'i TOWN OF SOUTHOLD 1 — 1 " ASPHALT TOP WEARING uscu i RAN uONS; Telma SS Toox. a, ��am 1111- PREGST iE.stallE,AID DwAlerE mTX 1Fss TNa r S�° COURSE �'Orm ° ! SUFFOLK COUNTY NEW YORK _TIM_ IN RAMP DETAIL RRA RECYCLED CONCRETE �g SCE K�"°T CONTRACT-SI°°°A`"" � owta�A�`M`�`� "` m� S.C . TAX No. 1000- 122-03- 17. 1 " DENSE BINDER COURSE CLM TRA'�110N togm to a!�TRANSIT1011 LENTHS u arae AID awe sox ADJACENT aaCENN TELLIM LIE DIRECTOR 9 TRAVEL,__ STRIP I�N W AS SPECIFIED a PLAN[ 18' r. '.:. etiN CIAB IEYEAI TO ttNpElE SmEtAUt TWWAY LER,UDI LAZE DETAIL ' .�. .'. . .r. .. •.� I Id w! !d1 oDt a sTMxn,Es STANDARD PRECAST . �.•�• r iP AE> M. I 1.4 !d! Ido s �1" SUB-BASE P Ir Ir MM• awe F IN INCHES _�,,,�,M JULY 12, 2006 P M f0• foO• SP RNLUDSE E IDRWL MiE LME LIE IAREM LME LIE SEE pale fKR TRLFO DE;i°S,f„NG��1 3ro r NDADM s� DECEMBER 22, 2006 ADDED SITE PLAN ]r•RALJ DLLLMSE SHEET!w 1P Fa tl1DSSUlD RRA ITT► DeIMLE TFLL01 LIE . . .' !1•NMF IULNOSE 9' 31500 PSI. CONCRETE r* IN TKCOITIIACIMGAEMIS JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY ro w �wwMITI ELIE AUGUST 27, 2007 ADDED SITE PLAN . •. x+o• M EMIL SiAs1O S KDAIED a . a.FACE IIP �MAK 1s STOP LINE TO Ana a nPDEllI !Lou NotE LL MDwI VOTE EW L� OCTOBER 19, 2007 ADDED DRAINAGE & SEWER � SWEEETTIM"'PAVEIENT JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER MANUS OUR C- TYPE "A" 42 M SHEET I OF 1r FEBRUARY 29, 2008 REVISED SITE PLAN PAVEMENT AND CONCRETE CURB DETAIL E 4W APRIL 2, 2008 REVISED SITE PLAN '°P rP lr ATLINE V — APRIL 9, 2008 REVISED SITE PLAN Tta I�-L-�-•-rL�� ma a►AT�Nr Do :rDaE coNRE,L mLUL! SEPTEMBER 12, 2008 REVISED SITE PLAN (nOt t0 scale) "0 rPIS I y EDaoTMVEIEEI € aamLDOm LaP EMIL aF PAVEMENT jl ---�/—IF 4 M°'�' NOVEMBER 6, 2008 REVISED SITE PLAN a I. AT aaALam IRERSE AT LEAST eK SISAL DEAD is LTwTED awe roNYoO .Por ALL PRFIAS711S DANIFAC1UE TTIMMO w,ELELNr AM IT eK ra EmuslLt Man M Muff JANUARY 23, 2009 REVISED SITE PLAN (~�, Yt I I TNICRE w00 € SIDE THE HETI"iTOP LINE F TMiNE°1LMNEs"�N�Cl, _"M w PLLACE THE$707 FEBRUARY 3, 2016 REVISED SITE PLAN r r L NmEs,. € 4 ' LINK HOME THAN:r UPSTREAM FACM M L 06CONreR DEE LAK MARKINGS LEAST I"KnK NTfASECTIa L USE, gm AN DEME CUMCTD DROSS DK,EDAr ENTRANCES } ew NosE MILK,i sa A 1 TK CONTRACT I1uIEMa a trEaED n iK ® _ END WAKED IEE LME S P1IESEIR DoeaTKALL ENGINEER AS a EEL1 CIIDtt1oM TYPICAL D(TEASECR011 YARKDIOS • IIDiNTAeLE Clore VERTtAL FACED awe L IEIDMIIE p1�GKII AID DUIIR AID ASPNMi CLAM A TIAN9IIIOO stele nDO E OT l,2 11 PAVEMENT$IRFACL EXCEPT an - TYPE "B" PAVEMENT SPECIFICATION FAR LFIIM,IAMRRILLEEPIMEN1IETSSOCEaDDlllUEmn CEaAr IOL,Mot MDT L DIOI LQSICAL(ACEI 131E DATR EE,AL 10 I_1•-0'RRJ(TRANSVERSE Ulm AM STAMM NIT 11 K IIDTEDL 1MIM OP CELS MDI. I I L'•P RRA mMK1FRlE UIESM I. $FL sTANDARe SMEEi MS-ol ISNEET 1 a•Fa LIE UTAR STANDARD ti A STATE OF NEW YORK GENERA� 3" BLUE STONE GRAVEL WEARING L I , � TYPES �� TYPE LS L 11ETEII TO STAMAR031EET 11s-0I ISIEEileiaFNs COURSE C OMPACTED I DEPARTMENT GEF TRANSI RTATION TRUAL oErAaS �, STATE GEF DEN YORK 5" DENSE BINDER COURSE COMPACTED 'M T°""'fi1OA"o T L, ALLeADaAMKYPE'IL5UMLKSATE, DEPARTMENT OF TRANSPORTATION RECYCLED CONCRETE N.Y.S.D.O.T.) L TRE L•MS TYPE•Ls LANE sxML RAVE iK LaGR10BML [DES PARALLEL TO THE[ANL[DES. 0•S,aaioNARr stANaMs SHEET 101 1 TYPE "A") cum Gua ICMVD MISCELLANEOUS Cute DETAILS 6" SUB-BASE COMPACTED MLW�' votAL ACEs a>r iE (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) 14.xo1 PAVEMENT WRKINC DETAILS yy (SHEET 2 OF 9) C3 EFFECTIVE DATE 01/0!/14 ACTIW X S T LEL/L 609 02 ACTID DFM.FIKF tNUEnN APT'ROVED t 2012 ISM DOER EI 1l-03s eEslw 111 Ay TOM L DESTMM M S+ EFFECTIVE DATE.05/02/2017 Att1r MECTOIL LiFItE a 685-01 TRAFFIC SAFER ANo MAIM �•-- 9' -•I 1/2� R I 30' BLUE STONE GRAVEL WEARING. COURSE . .' a' - -- --- RECYCLED CONCRETE 5 S DENSE BINDER COURSE � a �. . 6" SUB-_BASE 31500 PSI. CONCRETE - - . - P r•r r•r P TYPE "B" �' LS PAVEMENT AND CONCRETE CURB DETAIL • b 4 LIME: ,DDR MAKw LAK LIE b s (not to scale)I PA0IE IDRWI LAK LIE a 141 CO?IRACT DDOAKrIs BICYCLE AM L IRIDAL IN A LAK INECa1RA0;'MIEN S 6 -_ ---_-_-_-_--- - -. ------------- - -- ------------- - STOP LEE STOP LINK b U 'y SEE fTMOAM(KILT 711LED •PAKLENI WKIVO IETAlS L sTMM1S►rACMDFa L NAVAL IN= hr► =am LIE Ise 5 NWAKa II saa SE LINEITIE'_ $ $ 4 LANE A b i e4. 7• n i i - y a m°�oE e�aRe nrnoR N t+ j t+ ONLY ONLY010-0 0 c ( la Sa i LANEIN • I SWIDE SEEM- IF LANEG y ' LDL h. b I b r Una MTLANLANE LIE I I K I< N 1177777 SKARED LAZE USE W M DETAIL BICYCLE DETECTOR I I ,DARKER w�IDas IF LIE S MTTED~MEXT06� ' NIDMML ART, ' ' + a y LINELOS�TE1 E M � �.�ER � RL aO DNOE IDE �VNITE� � s EXTE N11AL AIR[LAK LAE � a BrW LANE 1 I 1 I I a AWA rt TO TLwRRIONT"�'DI" W10.E LAZE MWN 1 1L a_ STATE �t ARM DRAINAGE SYSTEM CALCULATIONS `"``� I TF INEE I I L R"� F I 111CTCE LAK IARKDD MTAs. - DEP ° A10N NUMBER 0 F TRIBUTARIES = 0 N E NMWL RLLM ' Eoa Im FMD LIES I I n,CENTER SnSOL S Me rRE LANE a SMLLGER U3.CLStawtY STAMM SHEET DRAINAGE AREA WITH 100% IMPERIOUS = 54,292 sq. ft. EM 1 E"e°reEwiR"c LANE 2WRROW 94W 22-a.PLAMOCT LAK MSN AND from ooSSTKMMxmum atESRALmnSrDSEDTtss, ASPHALT PAVEMENT, SIDEWALK, AND ROOF I 1 WITE __ EACH DRAINAGE RINGS 10'-0" DIA .X = 30.9 RINGS 1°"N"LTEL`o' r� °"�="'OLATL�'-0'�K�EeraELMEaASIOLCLTm EDGE� ! 11 M taRRMTDORAEMrs PAVEMENT WPo(NIG DETAILS EACH IN DEPTH WILL PROVIDED EKE DE LAME ARRoe� W •RACE DLCrttE LME AMOI CEO STIRS W-W IrSMAN OP 0"a s1AALK E/ILIDISECML (SHEET 9 OF 9) L f 200 III exwcLE SYIBDL n a ASMAIMAAT S�IpA�Ay LAK�KODAK 116CVFCLE IF SRAPM IDK fin'AW MuIT MR, sEPTE1OER xA zOtx tsslED INDER G L!-0SS 1736 sq. ft. OF CAPACITY OF IMPERIOUS AREA LAZE DROP AT DiTERSECTEN ' + TDM L ESINPDS P.I. NUMBERS OF DRAINAGE DINGS REQUIRED - 31.3 RINGS _ _ PLANTING BUFFER AREA WITH 10% IMPERIOUS - 29,850 SQ. FT. - - - -•- -•------_-_-- measrMIDMTEa EFFECTIVE DATE.OS/02no15 ADTDs DIEtteK aFFLCE CE TRMi1C SAFEtt Mo Mum --- - - S1ATE OF NEN YORK s1. srAaE KTKEN AMlai AM•SKr m S sr ISL M1 W ALX. LOKI SPEED DRAM son DEPARTMENT OF TRANSPORTATION wK CLOSED AACI.G 7NIS To SPEED IOOs. NUMBERS OF DRAINAGE RINGS REQUIRED - 1.8 RINGS u. EL•TraL>qD,RETfl1,1 CMMACTMtl1%MRjKCMk TRAFFC SWETT TOTAL DRAINAGE RINGS REQUIRED - 33.1 RINGS AND McILm DON►Fa tRMANAE a SPACDE rt ARAODS AM•atr, U6,CUSTMAY STMOARD SHEET SL a AN ACANTASLED AMMACH M STOP SOIL MS MN,a TRAMC SOMLI DART STOP LIE. TOTAL DRAINAGE RINGS PROVIDED - 35 RINGS h St IF RnENSEemN LAK CORMS SIM6 EK pit ARE MT PMYOfO Fa TK LME THE PAVEMENT MARKING DETAILS a{� h aLr wKOXs SNALLK DELETED. S SS. ANAm AM*Kr To K mmm M M LAK. (SHEET 6 OF 9) WWERRATA 1 EFF.Ot/01/2011 D'OCTOBER 23,2011 1.WIER ED 1x-036 k, ALALIA"LANE DETWEN DILE MCTDAK AIDOLLUET LAZE BETiEER TYPICAL S if 0 R M W AT E R UNIT �3+ LESS UM a EDR To 1 IKE APART OUTER TWA I�E APART nsEcttaRs ISSUED WITH EB 13012 a/Tme a HEST us ra EFFECTIVE DATE.osrozrtol3 S1i0°oTMr,. 685-01 (NOT TO SCALE) OR EQUAL INLET FRAME a< COVER (FLOCKHART p63518 TYPE 6840) T IRED A� PREPARED IN ACCORDANCE WITH THE MINIMUM ASPHALT OR GRAVEL SURFACE ELEV. 11.5• (TYP.) '( Cjfy� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NT d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED o 8" THICK REINFORCED CONCRETE �� \ "r �� TIOTLE SUCH USE ASSOCIATION. THE NEW YORK STATE LAND x E TRAFFIC BEARING SLAB (TYP H-20) �• � JL 12" CORRUG. PE DRAIN 10 v +�' 11 11,. Pr1" 0 PIPE OR APPROVED EQUAL `sr l T. 6 �' w (rr OFEj� 0.57. MIN. -OT%-T) 1.t TO NEXT UNIT (min•) 12" CORRUG. PE DRAIN PIPE OR APPROVED EQUAL 3'-0" `qOF O 5� 1 FEB 12 2016 LEACHING RINGS (min.) '°'"'.'n*s^"'•'• ° I 3'_O REINFORCED PRECAST CONC. CRUSHED 3/4" - 1-1/2" STONE ,• (min.) t '••"-�' 4000 PSI ® 28 DAYS ALL AROUND (IF REO.O.) SITE PLAN SOuth0ld 190 cr a" Planning Board . N.Y.S. Llc. No. 50467 INSTALL GEO CLOTH AROUND ALL DO LEACHING DRAINAGE RINGS James V. D e L U c c a R.A. V ~ o E TOAUTHORIZED THIS SURVEY ISEAATVOLATION OF ION OR ION Nathan "�i Corwin III GROUND 116Rcf SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 A - PROPOSED SITE PLAN + - - - - - FOR TRAFFIC LINE DIAGRAM TABLE 61-4 FORMULAS FOR DETERMINING TAPER LENGTHSSHEET 4 0 F 7 TABLE 6C-3 NOTES FOR NEW YORK STATE DEPARTMENT OF TRANSPORTATION REQ'D WORK SPEED CHIT S) TAPER UM-M u TAPER LENGTH CRITERIA FOR TABLE NYI-A &OM I ETERSH L =7APEA LDWn TEMPORARY TRAFFIC CONTROL ZONES BARRIER VEHICLE USE RETIREMENTS so W No if" L .�=�1� s-IB �w � � ( 1 ) Pavement marking modifications should be done in accordance ( DETAIL) (LONG TERM. INTERMEDIATE TERM AND SHORT TERM STATIONARY CLOSURES) Poem t LL�HI6TN LI TO M.rn ES MHS s�Nnlr Hw.mH MEW6I1c tM�R with National Manual of Uniform Traffic Control Devices with USE �HRu1E>roHn.1 on MORE L =IS/14 no T LAFER La NYS Supplement (MUTCD) . See Detail Sheets 685-01 , 2 of 9, SITUATE M *f1mmY SNOULDE.TAMLn TRAFFIC IAPEA 30.n WORK ZONE TRAFFIC CONTROL LEGEND 6 o f 9, & 9 o f 9. CLOSURE T H Cuomo �OM _ STANDARD TAS L '"skWh MATTITU C K ""' POSTED sr� 15 °0O�'WAA'TAS" 70■�"LAwE SYMBOL (2) Install reticuline drainage grates and frames in the roadway a 45 MPH 35-40 MPH i 30 MPH LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE PRE CMTNJCRN POSTED SPEED LRIT �� in accordance with NYS DOT specifications. OF TRAFFIC 40 50$Wh k.,/n f0 TO ItOVn lawn t 1fOkVR ��' AMOW PANEL 9011111LIERS ON IN VEHICLES EXPOM F - REOMWWD= RE01lOEDA KQ WWED3 WTIOMAL= FLOW PATH as MRD Do M.I. W" No WAD N� GO W" r,.90 N"to WN TOWN 0 F S 0 U T H O L TO TRAFFIC 122• 20m 20 30 30■ S6■ i6■ TO• 80■ 85w LATE aoslWE �,�� HAZARD 132 • 20 ■ is ■ 4o s 40■ TO■ 90■ IO� �� 1041 ■ Q ARROW PANEL. CAUTION roof (3) Reconstruction of shoulder asphalt, see site plan survey or lJu■ za• +S■ +s ■ as■ 1141 a las ■ 95 Nn IM 0 limits, tack coat shall be included asphalt lift and at the SUFFOLK COUNTY, NEW YORK 300 OIL EEXCA AATM dA�Y oa f 3 �_ = 2.13• 25 • 35 ■ 5o■ 50 • 95 • 110• 120• 135 • 150• WIRT ARROW PANEL TRADER aR StP!'OItT :. Mo WOIAERS ED?06ED L44 ■ 30■ 40■ 60■ i0■ 110■ 1tS ■ t4o ■ 155 ■ At0■ joints between new and existing asphalt pavement edges. .aNWENta HMI Fool a LT+ ■ 441 ■ 6O ■ Ito■ 140 155 ■ 175 11No■ �-+ CHANGEABLE MESSAGE sxxN PYA) S.C. TAX N o. 1000- 122-03- 17 . 1 IN AERS ON REaIIIAEn' REat�ED' aPTIOwAI= oPT1oNAl= 346 ■ 36 • So■ T5■ i5 ■ 136 . 1�a HTS ■ tIS a 210. (4 ) All drainage grates within the project limits shall be a�uRETo TaNFIC 3A ■ S ■ ■ to■ 90. Iso. ITS-■ 1410■ 210■ 210 2 inspected and adjusted to improve bicycle safety before and JULY � 2, 206 SHOULDER EQUIPMENT. W M� ' _ _ = SM • 40 • i0■ sow f0• Iia• 1115 ■ 210■ 230 ■ 2K • � ER�ELIIINC DEVICE � HDPo6ED REQUIVEo oPTIORA OPT=U1L OPrnNAL after construction follows: DECEMBER 22, 2006 ADDED SITE PLAN CRASH CUSHIOM/TFH,PORARY (PACT ATIEMIATOR a. If the edge of the frame is directly adjacent to the curb JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN Or the edge of pavement then the grate shall be adjusted OCTOBER 19, 2007 ADDED DRAINAGE & SEWER t, THE N]NPOSIwE HbID1TI01IS DESCR1Nf0 W TACE N111-A ASSUMES THERE IS NO 106iTIrE TSE 6C-2TABLE 619-4 DIRECTION OF TEMPORARY TRAFFIC DETOUR to the maximum extent away from the curb or the edge Of JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER PNOTECTERRAFFIC I rtEMPORAAY TBARRll7D WE �U RE VERS OR MAZARADs FLARE RATES FOR POSITIVE BARRIER ARE PROTECTED IT A TEMPORARY TRAFFIC BAMER, LAW= VEHIC ES AM HOT REQUO L�I�� SPACE DD LIMIT DIRECTION OF TRAFFIC pavement to minimize the gap between the frame and grate FEBPRIL 2220080REVISEIDESDITESITE PLAN PLAN along the probable bicycle wheel path. 2• WFJE THE IES •�TIOIAL•. A BAIWaETt VEHICLE OR THE STAIgAIq NEOON611lICT1011 TYPE Of POSITIVE 1ARRER 30 10 50 55 i5 APRIL 9, 2008 REVISED SITE PLAN LONGITUDINAL BUFFER SPACE&TABLE 6C-2) L BE PROMEL H'06TE0 OISTANCE MFH In HPN wt MFH >r--`O FLAGMR b. If both edges of the frame will be exposed to bicycle SEPTEMBER 12, 2008 REVISED SITE PLAN 3. IEOIIREMENTS SHALL HN6LUOE PROWS A SEPARATE BARRIER VEHICLE FOR EACH CLOSED SPEED NIST BPID 50■ Tl3aoRMY CONE BARRIER 8,1 list 14x1 1&I gal traffic then center the grate within the frame and measure NOVEMBER 6, 2008 REVISED SITE PLAN LAME AND EACH CLOSED PAVED SHOULDER LI M OR GREATER M WWIH. IF THE WOW) SPACE MOVES BOX BEAM OR HEAVY POST CtW8M16ATED SEAM 7,1 Irl list 1241 1501 FUG TREE WITHIN THE STATIONARY CLOSUIIE.THE BARRIER VEHICLE SHALL BE IE WT101EO ACLOU OINGLY. 30 i0. BARRER rERlaEs PROTECTING wow-TRAYEASARJ: HAZARDS SNALJ. NtFHNAeI el PLACE OURtela � TS � the gap on each side. If a gap greater than 5 8 inch JANUARY 23, 2009 REVISED SITE PLAN aDUN WORCxG AHD Mow-alr = NMNRS UAITL THE MAZAM Na LONGER EKMTL EXCEPTm,a exists on either side the grate and/Or frame shall be FEBRUARY 3, 2016 REVISED SITE PLAN TO THESE REQUIREMENTS NAY Illi MADE.AS APPROVED BY THE IIEGONAL DCTOR OR M15/HER 40 9S ■ ~�� LUMOWRE KsKmM WHERE BANWnst FLA�FM WOAD K (EFFECTIVE a WOULD It1ERFERE 45 replaced by the applicant. WITH THE SAFE aeaTTWM� Ito■ TABLE N1(6H-3 PAVEMENT rARKM THAT SHALL BE c. After adjustment the frame shall be secure and non-rocking; So 1309 ADVANCE WARNING SIGN SPACING ""` REMOVED FOR A LONG TEAM PROJECT 4. BAR1DIER VERICLES ARE NOT HES FOR MILLM AIO/OR PAVIM lERATIONS.BUT THE 55 150 aany missing bolts shall be replaced; and the frame, STAMDMM LONUTUNK BMFFER SPACE RA F "SMALL BE PROMM so In■ WARM 1ETWEDI SWG SION LECOO 5. am= VERVXS ARE MWr REQ FOR FLAoefNO OPERA BUT YE s6 �■ ROAD TYPE A B C xx YY F' SIGN. �1P0"M'' casting, and surrounding pavement shall provide an even, STAMWMM LMITIDOML BUFFERSPACE 11TA1 U 6C-0 SNAU BE PROVIDED, NO /11 M URBAN tM MPHN 30 3TEMPoRMY BARRIER O 3O AHEAD AHEAD continuous, and non-jarring surface for the path Of travel ,,,W,M, io .0 NW AHEAD ANEAD of the bicycle wheels. The applicant shall repair any of UIDAM Ht4s MPM61 100 too 100 1o00 FT ATEMPORARY BARRIER WITH WAI1NDC LIGHTS the aforementioned drainage structure deficiencies TABLE NY1-B TABLE NY2-A ARA& ISO 150 150 ISM FTA" ®1000 FT according to the direction and approval of the NYS DOT. SHADOW VEHICLE USE REWIREMENTS PLACEMENT DISTANCE FOR BARRIER VEHICLES EXPTESSMAY .1 FREEWAY 300 40 Boo 1 MITE 1n MILE O-► TRAFFIC OR PEDESTRUX SIDNAL mWILE CLOSURES') Elevation differences between the pavement and frame/grate PLACEMENT=TANCE Mil •PRECOIIST1tsCTTI0111 POSTED SPEED LINT ISE REQUIROE11T5 NMECPOSTE cTtoNN D GARRIEN �ES6 111ldANn �� THAN 1 � � FOLLOWIIIC �1A) %X3 TYPE III BNWtICAOE Of I inch Or more shall be corrected with a transition O SPEED LUT 8200 a1D�LKJ 11=00 IDV �• inch per foot. M*-F EEWAY &1%U ISI d1lBEA CLOSED DRAINAGE CLOSURE TYPE E"vSAVE COMHITT1Ow NPREcaMSTMACTtOM MIMI" HNIDBIY SYSTEMS. Y OENISITES CREA THAN 24 g VARYING LIGHTS FREEWAY POSTED SPEED UNIT) ►55 30. U■ 70• NO• DRIVEWAYS/1L MOM COMNERCUL DRIVEWAY OENSITTES : : 4s - 55 30■ 60. zs , ■ OF 10 ORIVEWAYSM OR GREATER, MAJOR COMMERCIAL (5) Install permanent survey markers see NYSDOT Standard Detail 2 45 AWN 36-10 in t 30 MPH <45 25■ ■ IS■ 3O N OEI�SITWIf� CROSS STS TT ISTH PERCENTILE SPEEDS OF ® WORK SPACE 45 �+I � ��NUMESheet 625. LAZE CLONE VEHIMM5 EXPOSED TO TAFFx"�M0 REO�D''�"E NEgtroED� AS �� a"� StAwANO SPECIFICATION6191R URALr WORK VEHICLE (6) ESAL calculations for "superpave" asphalt pavement BARRIER VEHICLEr VEHICLE USED FOR STATIMM ANY AREA NOT EXHIBITING YORE THAN ONE OF ABOVE SHOULDER CLOStBES, LME CLONHES CHARACTERIISTTCS, WORK VEHICLE It/ TIM MOUNTED ATTENUATOR (ESAL # = 4.4 million) . I"ANY voomm AND OTHER STATINAPIT I= SHOULDER CLOSURE V! OR EXPREMYs TRtAFFIC K RIH1l�D 4N o;' HE�EDU MDmIRu DISTAIICE SHOWN REFLMn ACTUAL 2ols. DIVMED HXNWAYS FOR 1OK40M TRAFFIC WITH FULL OR (7) The existing asphalt shoulder to be reconstructed with a full ROLL MEAD DISTANCE FROM MAMFACTUtER. PARTIAL CORTM OF ACCESS AID GENERALLY WITH GRADE t, A MOBILE CLOSURE SHALL BE USED FOR AMY IIaWt ACTIVITY THAT MIOVES coNTtMuaSLY SEPARATIONS AT MAJOR strength asphalt shoulder pavement. Reconstruction should be OR DITBU TEIITLY ALONG THE TRAWELED WAY OR "AM SLOWER THAN THE PREVAILING FREEWAYSANTERSTATE, g 7 g SPEED OF TRAFFIC. H3IANBELII111G OEtr[CES ARE NOT USED FHet MMOBAE aosuREs. 10�, � H1p�aPEm. N1Gt-YOl1AE taken to the existing adjacent longitudinal composite p�yq, pavement. TABLE NY2$ fACILITIES WITH FULL OR PARTIAL cartRD1 OF L SHADOW VEHICLES SHALL BE E4WPQ WITH AN APPROVED REAR MOUNTED ATTENUATOR TTM MOUNTED PLACEMENT DISTANCE FOR SHA= VMMEf ACCESS. ALL DIMENSIONS IN METERS UNLESS OTIERVIM NDTEp OR FREEWAM LANE CLOSURESON MOUE-REEEWAY RROOADW�AYS HAVOCMME A PNEP-COIISMET10N LANE �SPEED w STATE OF NEN Yu P P "� P P LIMIT OF 35 MPH OR NlW_ SHOULDER CLONES ON FREEWAYS, AM SHOADER CLOWIES ON PEcasTWNCTIaM POSI StMAROW rF�Fs � YORK 011RIITION DEFUQTIQtS � DEPARTMENT OF TRANSPORTATION a We recommend a Su er ave asphalt pavement thickness as � M follows: 2" Top Course - Item 402.098102 NO104WEWAY ROADWAYS HAVING A ME-CONSTRUCTION SPEED LIMIT OF 45 MPH OR NOTE. SPEED LILT 8200 aeDoe LBiH to9eo N21oop No 3. FOR DILE LME CLOSURES ON N104MINAY ROADWAYS HAYING A PIE-MTRUCTIOM POSTED W.pw LOMG-TER M STATIONARY i5 WORK THAT OCMES A LOCATION MORE SPEED LUT OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NIOIKREEIAY ROADWAYS ).55 To■ too As 5S■ aR THAN 3 CONSECUTIVE DAYS METRIC STANDARD SHEET t NN S HAVM A PRE-COKTRUCnaN SPEED U DHT OF 40 I PH OR LESS„ SHAM VEHICLES AAE NOT REGIOED TO BE EQUIPPED WM A REAR MOUNTED ATTENUATOR. 45 - 55 55 ■ s 45a 158 DITERTOM IEDUITE-TEMN STATW IS WORK THAT OCCUPIES A LOCATION 2� Binder. Course - Item 402 19890 'M. < 45 30 N 60• 30■ 600 MORE THAN ONE DAYUCNT PFR100 UP TO 3 CONSECUTIVE DAYS, OR 6" Base Course - Item 402.378901 4. A SHADOW VEHICLE )Y USED To PROTECT EXPOSED WORKERS ON FOOT OR IN A VEHICLE) AND NIGHTIE VOIB LASTING MORE THAN 1 HOIn. WORK ZONE TRAFFIC CONTROL �- SHALL BE OVIONS FOR ALL M SIA nO5UE5. SHADOW VEHICLE REOUHREMENTS SHALL AS DEEDED IN NY500T STAIOAI® SPEt>FXA1]OW ilr SIIOIT-TUN STA1TA111ARY IS OAYTIE fl01MK THAT OCCIPES A LOCA1T011 LEGEND AND THOLES 6" Sub-Base Course - Item 17304.101199 " Ma ICE PMOVtOIK A SEPARATE SHADOW VEHICLE FOR EACH a0sm LANE AND EACH CLOSED RFY PAYED SNIOULOER 2.4 ■ OR GREATER IN IMM ADDITIONAL SHADOW VEHICLES MAY BE SHADOW VEHICLES VEHICLE USED FOR MME AR FOR MORE THAN 1 NIOUR WITHIN A SINGLE DAYLIGIHT PIERIDOL REmMT11ED TO MOTE THE SAFE OPERATION OF TRAFFIC AND THE INDFASEO PROTECTION SHORT DURATION WORK OPERATION& TOM For the asphalt shoulder pavement reconstruction. yI OF f.VUXD KRKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DES161FE. SHORT OURATIS VM OCgPES A LOCATION IF TD i WA!AOI MEAD AN FROM 11ANF�AC UER� �E IS WORK MAT Ib1ES I TEIYTTEIMY OR COITt1BDISLT. APPROVED MAY 16. 2008 [SStJED 1lroEq EB 01-00[ /S/ DANIEL DaANCELa PE b. The entire shoulder within the proposed project limits DEM cmaF Emma M619-11 to be reconstructed. _{.. HDEs1pa f c. Proposed milling of Top Asphalt should extend 1 '-0" over existing asphalt pavement and cold joint should be sealed _ - - with appropriate item number. ED STATE S TOTAL d. Cold joints to be sealed with appropriate item number. RErSIEEti 1 N.Y. e. If any damage to the existing concrete pavement occurs, .016 SM 610 On LM 100 On C.C. THP 6 BOTTOM the contractor shall replace the existing concrete FOR OUANTTTY SEE m TOO M MOL NY 26. 3R pavement per the current NYSDOT Calcium Chloride/HES 20S r MAX, HIGI.ANO ROAD TO S" STREET "3 BOTTOM BARS.210 On C-C LENCTN VARIES SEE TARE 25 =N SUFFOLK COUNTY Concrete Pavement Repair Details at no cost to the State. 685 On LONG Wm101T 011e BOX N=� MAUL 510=LONG IM ane BOX f P.UL 0041.?! f. "Superpave" asphalt items shall be per our current Ba specifications. LENGTH. LEACHING BASIN SLOT DETAIL 110 �dOXB� -MT i - - VO)IIB BOx 11S M C,G NOT TO SCALE �QjTO� It Ona Box 150 W C.0 (8) Any utility work proposed in State Highway Right of Way will 655 NNr WITH 1� � require separate application and submission of plans 131141 Box 2-013 BOTTOM 610 On WITI1aT g COVER O50 OnN CURB and LENM SEE sProtection tallatin dofaTraffic sPlan tioallereferenced MtonNYSDOT e 76s URBOn SOITH Hnrn.l artTER LIE ( �-.-.n YA>< „� TYP Specification Item Numbers and the Manual of Uniform Traffic 4118 Box V� e0x _ '1�eoITY SEE m 1520 w LONG. . F Control Devices) to the Riverhead Maintenance Facility. The 200 NNM GUTTER L.M.■ dlte Il BOTTOM � L J 7�� applicant may contact Mr. Kevin Matthaei at (631 ) 727-1731 2-16 am -TOP LEHCTN SEE ® o 1220 NNW i LEACHING BASIN LADDER DETAIL tofor further directions regarding Utility Highway Work Permit f0 ANN NOT applications. The applicant should be made aware that CONCRETE TOP SLAB NOTT0SUM utility HWP issuance is subject to issuance of the HWP FOR TYPE M LEACHING BASIN required for site work. SEE SECTION&4 FOR PETALS OF BASIN BELOW TOP) �c�N � q CMAC , O YM Y ;v �& G J► YI220 10604.011049 Y 1470 On 1Ulm � �� ,�i I ,�` �� 91525 10604.014060 Y 1 T75 On 3 Y1uo 10604.014072 M 2080 naN S 12135. 10601.014084 Y 2315 m 6 IN228S 10601.0140!0 V 2535 On 7 �F.'��O• D23n5�' yOQ, Of NC�'1 SITE PLAN DESIGN BY: GUTTER LUIS James V. DeLucca R.A. CUTTER LINE FRAME No CRATING WITH HDR IF N° WITHOUT ORB BOX AS CALLED ��BO As Cum N FOR I1 TABLE OF DRADIACE STAL CTUES N WITN On- _ 013 BARS 16 BARS 016 im. B q3 _ 125 rn MAIC.lk 2002-'16 2S Baa COYER 25 On COYER 200 O n GEOIEXTI,E r � On CEOTEXTLE CEOTT:XTLE �l� s�(�Oon � `UDEIBItAIIUDERORAINrCEI T E I E LTE MYDES SOLID AND SLO TEDo N= PORTIONS OF LEACHING BASIN qt= LITE DIVIDES S" ANDSLTITTED wL PORTIONES OF LF.ACHDIC BASIN C01MTE FOOTDIG 3041 AWN 3041 200 �>E`DOTING 306 AA 300 son PDRaLS MATERIAL, a N.Y.S. Lic. No. 50467 NA On DO RO POROUS MATERIAL 30 .. B SIffS 1 AND 2) 200 WITH POR ALL AROUO am I Am 40Z ALL XIND CEOTEXTAE UDERORADI �P� MATERIAL. E ID b WITH POROUS MATERIA!. � Davow ARE II. tm Eyt 0IIE>1fV15E NITID �'t►�f��lll�` WITH T5 Ns STONE COVER SECTION B-B Citi CIPTEX NMA STONE COYER SIM I MD 2 AS PAT • . SECTION a-B - Nathan �aft` Corin III LEACHING BASIN TYPE M LEACHING BASIN Land Surveyor FOR 17TYPE M D U SEE TABLES Hlf110W Ei61 FRAME AND PATE FORWARD ITEM COfICIRAITOI FEB 2 2016 Successor To: 1 .0140N Y 414060 Y 14072 Y.0IMN Y 140!0 Y Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. BMW LEIIGTH 1220m1525 an 1830 On 2135 On 2216 MM TOTAL IITERIOIt AREA . 0.123 4140 OAST 0.171 0.176 DRAINAGE DETAILS OF WALL OPENINGS MAY_84. 0.163 0.198 0.211 0235 0263 SOUthOkl Town Title Surveys - Subdivisions - Site Plans - Construction Layou STATE OF WHEN Planning Board PHONE (631)727-2090 Fax (631)727-1727 -Mg DUARTUM OF TATIDN OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 0041!l&W 1 10 . �-1 Jamesport, New York 11947 Jamesport, New York 11947 35-15 A NOTES AREAS AAS PROPOSED SITE PLAN 13"-0" DESIRABLE � 1. WHERE THE DISTANCE FROM THE FACE OF PROPOSED CURB TO THE HIGHWAY FOR TRAFFIC LINE DIAGRAM SEE NOTE 1 BOUNDARY IS LESS THAN 13 FT. THE REGIONAL PERMIT ENGINEER MAY REQUIRE SHEET 5 0 F 7z THE PERMITTEE TO DEDICATE PROPERTY TO NEW YORK STATE. PARKING OUTSIDE THE HIGHWAY BOUNDARY SHALL BE CONTROLLED BY CURBS, m PARKING BLOCKS, ETC.TO ASSURE THAT VEHICLES DO NOT OVERHANG THE SNOW STORAGE STRIP OFFSET. STRIP THE SIDEWALK AREA. ( DETAIL) 5' DESIRABLE 5`-0" 3'-0", DESIRABLE >- -041 SEE NOTE 2 = 2. THE "OFFSET STRIP" MINIMUM WIDTH SHALL BE 1 FT. IN AREAS WHERE UTILITY �( A SITUATE :� POLES ARE LOCATED IN THE "SNOW STORAGE STRIP" OR THERE ARE NONE. _ _ T T I T U C K SEE NOTE 3 s SURFACE RESTORATION OF THE "OFFSET STRIP"SHALL BE AS INDICATED FOR - --- 1!/11� "SNOW STORAGE STRIP" BELOW. TOWN OF SOUTHOLD 3. IN GENERAL, THE STATE REQUIRES A MINIMUM YHREE FOOT OFFSET STRIP FOR SUFFOLK COUNTY NEW YORK '/4"/FT. UTILITY POLE PLACEMENTS NOW OR IN THE FUTURE. WHEN APPLYING FOR A THE ) �� APPLICANT MUST BE ABLE TO ADEQUATELY JUSTIFY ANY OFFSET STRIP OF LESS S.C .THREE FEET. TAX N O. 1000- 122-03- 17 . 1 WHERE "OFFSET STRIP" WIDTHS ARE 1 FT., THE MINIMUM "SNOW STORAGE STRIP" TOP OF F_%A 1ST 1 NG 19JULY 12, 200 6 WIDTH SHALL BE 3 FI., WHEREVER THE "SNOW STORAGE STRIP" WIDTH IS LESS d R PRO P. PAV' T.• � '�.• 4, -. DECEMBER 22, 2006 ADDED SITE PLAN THAN 5 FT., THE SIDEWALK SHALL EXTEND TO THE HIGHWAY BOUNDARY. JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN 4 . THE SURFACE OF THE "SNOW STORAGE STRIP"SHALL BE AS FOLLOWS: - ' ;,• OCTOBER 19, 2007 ADDED DRAINAGE & SEWER A) ITEM 608.0201 AT 3 INCH THICKNESS N JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER FEBRUARY 29, 2008 REVISED SITE PLAN B) ITEM 608.0101 4 INCHES THICK AND SCORED 30 INCHES CENTER TO CENTER '- •. , • IN FEBRUARY 2. 2008 REVISED SITE PLAN WHERE THEIR USE IS IN KEEPING WITH THE CHARACTERISTICS OF THE C) ITEM 612.01 OR OTHER MATERIALS-THESE MATERIALS MAY ONLY BE USED APRIL 9, 2008 REVISED SITE PLAN SEPTEMBER 12, 2008 REVISED SITE PLAN • ' ' I.6 SURROUNDING AREA ANDWHERE APPROVAL FOR THEIR USE HAS OBTAINED ° NOVEMBER 6, 2008 REVISED SITE PLAN 11JANUARY 23, 2009 REVISED SITE PLAN ITEM 606.0101(4 ) FROM THE AGENCY (STATE, COUNTY,TOWN, OR VILLAGE) WHICH WILL FEBRUARY 3, 2016 REVISED SITE PLAN ITEM 203.01 MAINTAIN THE SNOW STORAGE STRIP AREA. •�-- t L I tEM 10609.2801 OR 10609.2802 5. THE MINIMUM CLEAR WIDTH OF SIDEWALK SHALL BE 5 FEET. DEDM M 6. THE MAXIMUM SIDEWALK CROSS-PITCH SHALL BEA" PER FOOT. C O N L R ET'E CURB TYPICAL SECTION 7. THE STATE MAY REQUIRE THE RELOCATION OF UTILITY POLES TO A LOCATION TY P E Al, SIDEWALK AREAS WITHIN THE "OFFSET STRIP" , SHOULD RELOCATION BE REQUIRED, DETAILS AND LOCATION WILL BE FURNISHED TO THE PERMIT APPLICANT. zT E M 10 Co o q • z $p ITEM DESCRIPTION - NOTES ON DRIVEWAY CONSTRUCTION 203.01 UNCLASSIFIED EXCAVATION AND EMBANKMENT' 1. DETAILS SHOW METHOD OF SLOPING AND CONSTRUCTING DRIVEWAY APRONS. 608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS WHERE CONCRETE SIDEWALK IS NOT REQUIRED & "DIRT" DRIVEWAYS NOT SPECIFIED THE DRIVEWAY IS TO BE CONSTRUCTED OF 3" OF ITEM 608.0201 608.0201 ASPHALT CONCRETE SIDEWALKS AND BICYCLE PATHS AND CONSTRUCTED TO THE LAYOUT AND SLOPES SHOWN IN THESE DETAILS. 10609.2801 CONCRETE CURB tYPE A 2 . WHERE DRIVEWAY APRONS ARE ASPHALT ( ITEM 608.0201 ) A 1" HIGH 10609.2802 CONCRETE CURB TYPE B DROP CURB SHALI. BE PLACED THROUGH THE DRIVEWAY. ( ITEM 10609.'2801 ) . 612.01 SODDING 3- THIS SLOPE MAY BE REDUCED TO <"/FT. AS NECESSARY FOR SMOOTHER TRANSITION TO ADJACENT PROPERTIES. 4. DRIVEWAY WIDTHS MAY HAVE TO BE ADJUSTED TO MEET EXISTING DRIVEWAY WIDTHS AND SKEW ANGLE APPROACHES. 5. THE DRIVEWAY CONSTRUCTION DETAILS SHOW CURB CONTINUOUS THROUGH CONCRETE DRIVEWAY APRONS, PUT WHERE. SEPARATE CURB AND SIDEWALK DETAILS APPLY THE CURB WILL IN FACT TERMINATE EITHER SIDE OF CONCRETE APRONS (LIMITS OF ITEM 10608 .0103 ) AND THE APRON DIMENSION *Cu SEE TABLE DWG. NO. T-1 EXISTIt CONSTRUCTED AS SHOWN. DRIVEW 6- THESE NURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE BROOM FINISH PERPENDICULAR TO THE SIDEWALK SLOPE IS ACCEPTABLE. FULL HEIGHT NORMAL SIDEWALK 5'-0" SIDEWALK CURB ELEVATION -- 1/4"/F T.-_------ ----i TYPICAL MINOR COMMERCIAL DRIVEWAY OUTLINE __--- VT ]6" J -�{ {E-- 7" 21. 3�(4„/FT. . . • t' ~ Driveway _ 1 --„"'_': 1 fir- 'o °" ' Width - W=24 ft • - WIRE FABRIC R=I' - ••' SEE NOTE #3 7.32 m 1" �f -• F. � ITEM 10608.0103 Rz=34.0 ft 10.36 m 7 ( ) R, =34.0 ft(10.36 m) SCORE MARK SEE NOTE 2 FOR I 2'-0" ASPHALT DRIVEWAY - DRIVEWA r SECTION A-A CURB SECTION DRIVEWAY SECTION YZ Y, 32.0 ft 32.0 ft R2 1 9.75 m 9.75 m _.__ r COMMERCIAL DRIVEWAYS ONLY: 2 e,=90 THE FIRST FULL 5' FLAG OF SIDEWALK TO EITHER SIDE �11'urrb or Ed a of Shoulder� 2 A �C�� ENOF THE DRIVEWAY SHALL 6E 6" THICK, WIRE FABRIC X2=22.5 ft X,=22.5 ftavelLane Edge - �Co N"n REINFORCED (ITEM 10608.0103) AS SHOWN IN SECTION A-A. (6.86 m) (6.86 ni) A , °1 Refer to Table 2 for design values for comer angles other than 90 degrees �,-- ;� TF`D• 02365 -tom TABLE 2 of N - SITE PLAN DESIGN BY: SUGGESTED DESIGN VALUES FOR MINOR COMMERCIAL DRIVEWAYS All Driveway Widths James V. DeLucca R.A. DESIGN VALUES DESIGN VALUES CORNER ( 1) (Meters ANGLE R X Y R X Y 60 34.0 46.2 56.6 10.4 14.1 17.25 C)F 4! 65 34.0 40.9 51.2 1 10.4 12.5 15.6 C-) � +0 70 34.0 36.3 • 46.4 1 10.4 11.1 14.1 75 34.0 32.3 42,2 1 10.4 9.9 12.9 80 34.0 28.7 38.5 1 10.4 8.8 11.7 {k, °,. ��r 0 85 34.0 25.4 35.1 10.4 7.7 10.7 7 j N.Y.S. Lic. No. 50467 90 34.0, 22.5 32.0 10.4 6.9 9.8 IV•_ 95 34.0 19.9 29.1 10.4 6.1 8.9 Nathan Taft Corwin III 100 34.0 11.4 26.5 10.4 5.3 8.1 LancO Surveyor 105 34.0 15.1 24:0 10.4 4.6 7.3 D 110 34.0 13.0 21.7 10.4 4.0 6.6 Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. FEB 12 2016 Title Surveys - Subdivisions - Site Plans - Construction Layout Southo Town PHONE (631)727-2090 Fax (631)727-1727 Planning Board OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 35-255A t PROPOSED SITE PLAN no-I FOR TRAFFIC LINE DIAGRAM afilwam SHEET 6 OF "7 C20- RA-T n0i ROAD uma GEIm NOTESe WORK AWMM OM -FOR n-4 9sx PLACEMENT �°10 1�?> rumTO COMPLY WITH THE ADA AND OOT STANDARDS. ANY DEVIATION LESS THAN THE MINIMUMROAD WOMAN TABLE Wn-4 M THE MY AHEAD .s•SeeE 1. THE DIMENSIONS AIM SLOPES PRESENTED N THE DETAILS ARE THE M0111.11 NECESSARY SUPPLEMENT TO THE MtTCO ALL BARRIER ® iWIDTH OR BEATER THAN THE wANY SLOPE FROM THESE STANDARDS MIST BE DO WNTFD SITUATE VEHICLES) CLOSED S'Q �b WITH TIN:STANDARDS KIM SET TO THE GREATEST EXTENT PRACTICABLE AND CONS TENT t17_! • . SEE NOTES VARWITTHE MOST CURRENT ADAWARRI A T T I T V C K OPTIONAL 35 300'-SOW L CURB RAIPs.LANDINGS AID BLENDED TRANSITIONS MY REQUIRE THE USE OF DETECTABLE ON SEE MOTE 11 MPN • • POSTED SPEED F S'-0"OR LESS,DETECTABLE GRADE BREAM( _ �,pdF' REF O 111E DECTECTABLE WARNING OTHISLSS0i1T51EET ARE H W 6 FOR DETAILS ON FOR OMAN GO. <W WARNING 901.0 BE PLACED ON SEE NOTE D 1 PLACEMENT,ORIENTATION A BIFMIONS. REFER TO CHAPTER 11 OF THE HIGHWAY DESIGN RAMP.REFER TO SHEET 4 OF 4 LAMM -.efi MANUAL FOR MORE(FORMATION MYW-$ MY6N-A POSTED SPEED NO SEE NOTE 10. dH•" IIDeT a 45 MPH ♦ i OPTIMAL CURB � 3. �MD7�DAY TM FOR Sulu CRI RAPS E S'-0•. TOWN 0 F S 0 U T H 0 L D SHOULDER f SEE MITE 11 4. THE RUM SLOPE OF A C R■RAMP SHALL BE 120 4570 MMM PREFEMEOD NO 1812 VINO MAXIA& SUFFOLK COUNTY NEW YORK POSTED am IN L K MPH "'""'E`amDEVICES- THE THE TRAVEL LAME GRADE BREAK EEE NOTED S. L� NEECEESSSSARY TO MIT THETHEAE�St E11"IT 15 NOT NE nuTT PC � I ------------ — _ _ _ RUNIM �,,,,,, ��TM�15--C. S. C. TAX No. 1000- 122-03 - 17. 1 CENTER ■ ■ - - - - - - - - --------------- AND&M w7mRAL EEE NOTE SS L THE CROSS SLOPE OF CURB RAPS 9NILL0 BE AS FLAT AS POSSIDLE,ROT To EXCEED nAWDG LAZE . ' ---- I I- ■ ■ ' ■ 1 OR OHI¢GHWWAY THE CROSS SLOPE AT 1®BLOCE Op5SMC5 wT BE WARPED TO MEET STREET SCALE 1 "=20' :IF■ - - - - - - - - - ------ - - - ----------- T. THE VERTICAL ALIaeE11T OF A CURB RAID.E1W3.IOIIG 1HE FLNES,SHALL E RANAR. TRAVEL LAZE e->> � ■ ■ I ■ ■ c� `YyD FAA!RAMP GRADE BREAKS SHALL BE FLUSH NO PERPEIOSCLLNR To THE DIECTHIN CLF PC RAID RUR. — JULY 12 2006 SLOPE EE DRAB R M XI a RNP OF ABRUPT IRTIMN WALKS,LANDINGS GUTTERS,OR STREETS SMALL■FL1EF1 AND , sxaLOER ■ ■ j _ I TO sTREET/WTIER wlmeAl CLINE iz �p►� i � MEASUREDCIRCULATION� sCHANGES ti/C� r S A DECEMBER 22, 2006 ADDED SITE PLAN SLOPE OF IOX MUM THE CURB f F LNDnG1lnEse JUNE AUGUST 27, O027, 2007 ADDED SITE PLAN 7 ADDED TOPOGRAPHICAL SURVEY Ln sxaLOER 300'-SOS' FOR L AND NOTE CIM RAMP WITHOUT SIDE FLARES 10.LANDINGS SHALL HAVE A MD®IY CLEAR DIMENSION OF A S'4 BY S'-0•EXCEPT OCTOBER 19, 2007 ADDED DRAINAGE & SEWER TYPICAL DIMENSIONING MOD-BLOCK CROSSING CURB RAID AT THE BOTTOM OF RAPS TYPE I A 2 ON SHEET 2 OF 4. POSTED SPEED 7) In TAM -SNFtNc TYPICAL DIME1 ORING a THE RWDG AID CROSS sLDI+Es ON LANDIGS AT WNrERSEtt1aE E 1d0 t2ID wtmuAI.�Au CSEE 1ABLE GEE TABLE 611-4- SEE MTE 3) JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER POM SPEED ■W3) MYW-$ RyuAt THE RUNNING AND CROSS SLOPES AT MODBLOCK CRQSSD•S MAY BE WARPED TO MEET FEBRUARY 29, 2008 REVISED SITE PLAN STREET OR HIGHWAY GRADE LIMIT 45 MPHQg �ACEMM�� TAPER APRIL 2, 2008 REVISED SITE PLAN EEE TABLE MHz-u APRIL 9, 2008 REVISED SITE PLAN SEPTEMBER 12, 2008 REVISED SITE PLAN IND NOVEMBER 6, 2008 REVISED SITE PLAN WORK AT a� JANUARY 23, 2009 REVISED SITE PLAN ROAD Wane AHEAD aria,.o nil C20-2S FEBRUARY 3, 2016 REVISED SITE PLAN NYWII W20.1 � r•�!1 SIDEWALK SIDEWALK d?j• � LAMOBG V LANDING LAWDIG C1re RNP AT MAXBAM SLOPE L yAXBA �D SINGLE LAME SHIFT NOTE THE COUNTER SLOPE OF THE WIRER OR STREET AT THE FOOT OF 2-LANE 2-WAY ROADWAY WITH CENTER THAN LANE SHORT OR DTERM STATIONARY A CUM RAMP,LAIMM OR BLENDED TRANSITION SHALL BE SX MAXAMN OADW MY TO SCALD COUNTER SLOPE CONDITIONS W24-IL NOTEi SEE srAiDARO SHEET TITLED"WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'FOR LEGEND OF SYMBOLS ANO/DR LETTER COOE9 USED III THE DRAWING. NOTESI STATE OF NEN YORK SIDE MAXHrN Mart tar STATE OF NEN YORK 35 I. NO IORK ACTSPAC,AT ANENT,OR STORAGE a YEHIttES OR wTERIAL sxAL awR WtTHN RL WHERE THE SHIFTED SECTION E LONGER THAN boa.ONE ser of REveRSE aRYrt 9NM _ DEPARTMENT OF TRANSPORTATION _ - DEPARTMENT OF TRANSPORTATION MIN 711E VIM SPACE AT ANY TIME. SHOULD BE USED To$IOW THE INITIAL 91FT AND A SECOHM SET SHOULD BE USED To SEE NOTE 9 -- WE NOTE L WORK SPACE. DEVICE$'ACIDIC MEINIEII TO LENTEN SHALL NOT EXCEED 40'M THE ACTIVE SHDG THE RETURN TO PC W"TEMPORARY DIVERSION LESS THAN 600' THE DOUBLE DISTANCE ICIA E�924-ID U.S.CUSTOMARY STANDARD SHIEST EEE MOTE O WORN(SPACE. SHOULD BE USED(STEAD OF THE FEST tEVERSE CURVE So UI-4U AID THE SECOND CROSSWALK MARKING DIPJ ILS.CUSTOMARY STAIOARD SHEET = L TRARSMM DEVICES 91ALL BE NEU"(AS PER 619 STANDARD SPECD'ICATIOW WHEN A REVERSE CURVE SIGN a1-4U 9NOULD 1-4BE OM TTED. I • RATED slNaLorn xAYWG A WIDTH OF M OR GREATER E CLOSED FOR A DISTANCE GREATER T. DEN PAVED 91 BE USEERS HAVING A WIDEN of SHOULDER■MORE AN QOSE0. NE THE SINGLE LANE SHIFT CURB RMP WITH SIDE FLARES SIDEWALK CURB RAMP DETAILS TORN 15°0'• BEGINNI SH F BE ORK TO CLOSE TIREIRECTVN LA ADVANCE TO DELINEATE in THE 2-LANE 2-NAY ROADWAY WITH j TYPICAL DRENSIONING BEGOe1016 OF THE WORK SPACE AND TO DIRECT YEM70.LAR TRAFFIC TO REYA01 N THE CE':'ER ER TURN LANE ;ii (SHEET 1 OF 41 0. FOR ACCORDANCE DURATION THE LIRE aoSRREs,TEMPORARY PAVEIOR MARKINGS vj ■HEED N TRAVELED WAY. I.. CONFLICTING To THE CONTRACT LL BE TS. REMOVED OR COVERED.PAVEMENT W.x.eAGS THAT ARE e. 111E ENGINEER MAY REaDIE THE USE OF AN ADVISOR?sPEm PLAaE m3-11 TD , COIFLICTOG OR MISLEADING SHALL BE RE1101ED OR COYEPED. - S. FOR T BARRIER VEHICLE USE RRAFFICEON SFE TOLES MYNA AND NY2,,:ON THE STANDARD SPEED OR A WARNING SICK THE N. O WILL W USED TO 110ICATE AN ADVISORY APPROVED SEPTEMBER 18,2000 ISSUED ODER EB 06-036 DIAGONAL SIDEWALK CURB RAMP APPROVED SEPTEIlFR 19.2008 ISSUED IRDER F9 00-036 SHEET TITLED'WORK ZONE TRAFFIC CONTROL IEGEIOS AID MOLES'. SPEED FOR W WON(ZONE COMMON.N SF NAN1■LAMES.TK11,IN POOR ROADWAY ! OO Dt IONSIa OR MO SMOLDER DROP-OFFS.GEOIETIBC Ca<iRAAIiS,AND/OR POOH SIGHT /S/DAVID J.CLEMENTS, P.E. Al DANIEL O'ANCEl0. PJ:. DIRECTOR,OFFICE OF 619-63 ,NSF 608-01 + EFFECTIVE DATE 01/08/09 TRAFFIC SAFETY NM MOBILITY EFFECTIVE DATES 01/08/09 DEMUTY 1 NOTEL e 1. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE { GIANTITY OF DOMES DEPICTED ON THE DETECTABLE SIDEWALK it:ii 2 iiiifiiiii $R=UNI FORD DONEES ANDTION HE ENTIRE 24•LEVEL GREATER THAN S'-0" CRADE BREAK iHH! iii iiiOILYLANDING hiliaIN us•R•i i DETECTABLE WANDS UNIT DIENSIONS LANDING L THE SIZE OF THE DETECTABLE WNtmG FIELD SHALL BE 24•IM THE DIRECTION OF TRAVEL AND SHALL EXTEND CRI RAMP GRADE BREAK EXCLUSIVE E OF�A RAW OR FLUSH SURFACE. Lam LAIMNG DOZE ALI6IREIITi —, F LESS THAN Y-0• 1 TIRE ROWS CLF DOSES SHALL HE AIDIFD TO eE N3i05SWALK i WONIT DEARNINGS CTS PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN q�RVAP V THE RASP LAMBS OR CURB RAW AND THE STREET. CURB RAID SIDE FLARE HEIFER To 4. WHERE DOMES ARE ARRAYED RADIALLY THEY MAY OFFER Clre RAW SHEET 1 OF 4.NOTE 9) D DOME DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. . COLOR REgAEIENTA LAMINGAS RN IT AM! .. GRADE TO L THE DETECTABLE RANKING FIELD SHALL BE THE COLOR - OF4. �10) T I .D- DETECTABLE WARNING PLACEMENT DETAIL 1 DRADM - SPECIFIED a THE CONTRACT DOCIAENTS OR MM THE LANDING REQUIREMENTS OF THE STANDARD SPECIFICATIONS, �D MOTE F THE DISTANCE FROM THE GRADE BREAK E DETECTABLE WARIDGS LOCATIONSe tNMWIG SIDEWALK LAUDING GREATER THAN OF EQUAL TO SZWARNINGS SMUM BE RACEDOr OEIECTABAE \^\ LARDING SIDEWALK "I'S SMALL BE LOCATED SO THAT THE CURVE AS SHOWN THE ABOVE DETAIL THE RADPIE■ U Li ` 0. EDGEROADOR SSS'RTDETECTABLE WARNINGS NO THE V THE FRONT FIEL ONEARTHE STCURB TO OR THE ROADWAY EDGE Or WHERE TRAVERSABLE CIRB IS USER CIM RAID CMGLPATIOW TYPE 8 SEE MITE T 7. THE EDGE OF THE DETECTABLE WANING FIELD NEAREST IFFIER TO SHM 3 OF 4 BOTS O � TO A RAILROAD CROSSING WALL BE L'-0•MINT"AID DETECTABLE WARNINGS AT MEDIAN ISLANDS 1MAXtlAI FROM THE CEHIMI E OF THE NEAREST CROSSWALK CROSSWALK CROSSWALK NOT RECOMMENDED i i.•i N00ELEVATEO CROSSING RAIL �Kiiiii.,i,iiiii•i«iii _ • M.imu: i..............«. 5'-0.OR LESS GRADE WWEAP SIDEWALKCRAB RAMP COWIMT1016 TYPE 2 CRAB RAMP CONFIGUUTIOW TYPE 4 CURB RAMP CONFIGUUTIOW TYPE 6 SIDEWALK DETECTABLE WARNINGS AT RAILROAD CROSSING IA'-2.4• Or ION. DOME TIM EEE MOTE tN BUILDING OR OTHER CROSSTALK STRUCTURE 5ox-60XOF BASE DIAMETER 0000 000000000000 0000000000000000000 LANDOC GRADE BREAKSIDEWALKri 00000000000000000000 --� 00000000000000000000 smEWNN( DETECTABLE WARNING PLACEMENT DETAIL 2 0000000000000000000 LANDDC SIDEWALK 0000000000000000000 LANDINGNOTE F THE DISTANCE FROM THE CRAOE BREANU E LESS r^ t; NOTE �L�110iETO 91 THAN OR EGA TO S'-V.DETECTABLE WANDHGS 9OLLD O.9•r IA" O O O O O O O O O O O O O O O O O O O O BE PLACED ON THE CURB RAMP G ALO THE BOTTOM GRADE 00000000000000000000 LA10DG S• BEAK WITH ONE COMER TO r FROM THE FRONT OF Cure RAP .. 00000000000000000000 � q1a RAW THE CURB OR EDGE OF THE ROADWAY. DOME SECTION 0000000000000000000 CURB RAW SN■STORAGE EDGE OF NAME FFLD .I - -'a LANDINGIAMOWG SIDEWALK CROSSWALK HANDING LANMDD SIDEWALK C1111 RNP LANDING DOME SPACING CROSSWALK v• SIDEDLK - ¢i _ SNOB STORAGEus RAN tUre SNOW STORAGE 't a� A, CIM RAMP CONFIGIRATIOW TYPE T ` T GRADE WEAK SIDEWALK - SIDE FLARES CLN RAID DOES TIM EEE NOTE D LANDINS STATE OF NEN YORK LANDING SHEET t DETECTABLE EDD ffri STATE OF � y/ DEPARTMENT OF TRANSPORTATION OF 4.NOTE is _ NEN YORK Ir ar.)EEE NOTE o = CROSSWALK CROSSWALK _= DEPARTMENT OF TRANSPORTATION f�. A.:(,{ cc) - P CROSSWAU U.S.CUSTOMARY STANDARD SHEET r+ tL;�';/ r�.�',. • tiii U.S.CUSTOMARY STANDARD SHEET i! Y), 711011011119:�ii.ii SEE NOTE 6 «» •:SSSS i^ ••ii DONE CONFIGURATION �W «» SIDEWALK CURB RAMP DETAILS SIDEWALKCURB2 OF;STATUS P ('��J' EEE NOTES 3 AND D (SHEET 4 OF 4) �� CRIB RAMP CONFIGJIATIOW TYPE 1 CURB RAID CONFICUtAT10W TYPE 3 GAB RAMP COIFICUGTIOW TYPE SO 6 O I X11 f IDWDTH TIM 0231G SEEAPPROVED SEPTEMBER 19.2006 ISSUED WADER EB 06-036 ! APPROVED SEPTEMBER 19.2006 SSLED DOER EB OB-036 a `'^ o:� r14� SITE PLAN DESIGN BY: it MOTE REFER TO SHEET 4 OF 4,FOR DETECTABLE WARNING AT CURB RAMP wm RAMP/BLENDED TRANSITION COIF1GlRATIOW TYPES 7 AND 4 /s/DANIEL D'ANIOEL0. PE. 608-01 DETECTABLE WARHINc DOENSIDNs /s/DAIOEL D'ANCEL0. PE. -� + EFFECTIVE DATES 01/08/09 DFSGMCNIEf E1IGDIEFJI �' AND PLACEMENT ORIENTATION. EFFECTIVE DATE:01/08/09 DEPUTY CHEF ENGINEER 608-01 DEs(ao James V. DeLucca R.A. Ramp Embedded Detectable Warning Field, per Item 608.21 , shall be obtained from approved materials list. Color shall be dark gray installed in light concrete curb ramps and blended transitions. OF Hp c C t- %' ` h N.Y.S. Lic. No. 50467 Nathan aft Corwin III D E C RC2 Land Surveyor FEB 12 2016 Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Planning SOuthnTown Board Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 A snare the roan sign cad-13ing images http://www.bing.comlimages/search?q=share+the+road+sigrt+cad&vi... R®POSED SITE P LtdN + share the road sign ca( Bike Share the Road FOR TRAFFIC LIME DIAGRAM g � Bike_In_Lane.png(UNG Image,768x614 pixels)-Scaled(87%) haps://uwc.webmail.optimtTm.net/attachBike_In_Lane.png?Sid=&mbo.. ry Share the Road Sign MN SHEET r O F 7 NDi�, �\'11 lJ I. MSF METALS ARE rrrNAL.IIT AID ARE ro K MKFD SY M AJ I T UA TE CONTRACTOR ON PE S M AIS1AlLING M Sia MRANCFIEMIS \ YmADPI PANEL SHOWL M(OST TYPE OYPE A q1N a DTXOUT SOL RATES a EI11Rd 7y N EwED1ENT.M1pl CAP TTTE WORE IYK M AID 517E SMALL x MATTITUCK e y BASED a M Sia AREA AND MDIMTIN xFlprt AS FMAO a E M plAEl1:WIERIALS METALS a STAIDIRD SHEETS. +:'� .,d:•;,F>F , .,� 1.. S. rOSR fINALL DE ERECTED AS SHORN a M p1WIENr WrzMALS .+ - .. ia,Y'S�. y '',, al � •,�'&�ta':. DfTAtf a STAIDAAD SXFFTS. ►.STS SXpLO IDT ERECTED .. .,:\' A,k•. W„ IN CL STAADaDD M Nla IDE. y r A �•, ^RT,' a NaRIIDNTAL T BAR DIIEIa1Ma AID=PAa.N SMALL,�„�„W„ TOWN O F S O U T H O L D a M CIRAERr SIG)BLAM DFTALr STANDAID SHEETS ��k i sEtaDAAr PANEL. RsxoM a TIRE a20MRRE�FIT a rC°A EiTarA°flsias I`FOL a°E.E"s AND DMR apa STANDARD SSIN ASSEWLES NAVNC Sa PIANLS2 ETgARMST.ED SIDE-BY-SIXSMALL NAME CONIMMa ORONFAL L MMMroaWDErows r SUFFOLK COUNTY NEW YORK 1 S.C . TAX No . 1000- 122 -03 - 17 . 1 T. M rzA1IOr S►ACDL BETWEEN PRIERS SMALL BE TF1, ,.� �S`' a•.° +° - ,' Y '?•ay �. AS SMOM G 111111 !w - f 4�TR '. L M VERTICAL DISTANCE TO M W"CM a M ON SMALL BE '� �' 1 1� r�� - ' �� 4 SCALE 1 " =20' A. CLEVAERMINED AS-I'n S y, a �* •' {`,i W+••�„ .. A rtlEFAI�'r fAa M GAMID TD M IDTT011 a ".+ �-� ,•.. JULY L NENHT UWDYE NEAR EDGE OF PAYOR LANE VE AM,ORP Of aMEa 'v ,' � '•'r LY 1 2, 2006 NARROW INDIAN SECTION •r N•I11TX SVRFIENIAAT PANEL)a CoxvrxnaAL HOMnAR AID EOIESSIAK WHERE PARSED VEHICLES OR PEOESTAAH AIE rAEXllf. PwWmsaREENrNn�EL/NOPAKERMau DECEMBER 22, 2006 ADDED SITE PLAN DONWYS AID FSNESSWATS WKM M.CONVENTIONAL VEHICLES "Yw'^ �'�+"•,'-, "' \ a ,IF IR LATERALCREADI "'`'" '° ° JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY s1DAxR r B WnNI LATERAL aEMANCE aEATEII TINA 1a a AUGUST 27, 2007 ADDED SITE PLAN FREEWAYS FOR MA.E S, CK. IWHEIE FEASbLL A w LATERAL REGULATORY. Fa LAAOEaI MALL OCTOBER 19, 2007 ADDED DRAINAGE & SEWER •am SIGNS.NSATS Fa AEMLATORT.WAAIOIa AND SPALL � •_,� .'ti ..-.._ CURBED SECTION .'• ,4"` .. FILL SECTION(17TH SUPPLEMENTARY PANEL) •S'a n SUROENTARY PANEL a NAIWS. DIRECT ._ .;,� •.3'. a','i`. WpIMO R AYf SHALL WE taNSDERED TO WE FREEWAYS, �`"''` >�.' � � � JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER :. tw FEBRUARY 29, 2008 REVISED SITE PLAN ' Y APRIL 2, 2008 REVISED SITE PLAN rIBOWAIaWIcraErArxs a MAD ', APRIL 9, 2008 REVISED SITE PLAN G HERE DERE ARE PHTSICAL lIOTAtIpa a y THE T CDKIDEIAIIpa, ` T� ''�"'''"`�"`""' SEPTEMBER 12 2008 REVISED IT N TIE Sipa SNALI WE LOGIED AS MDFAFO Wr M ENa1EER-MNtYARCE. ED S E PLA - NOVEMBER 6, 2008 REVISED SITE PLAN L M IATERIL aEARANx ME TDM EDGE O M Sia SHALL WE A. SXpLKE NIDI-O Lar 11AN C, Ir NOW FIRM M EDGE •" n yG ;F!.?',.•. OF TRAVEL`a` JANUARY 23, 2009 REVISED SITE PLAN ED¢O 0. aIMAIER RDTX O C OR CRERrza C AWN/AN FAaN M EOOE KMUEITNNOTE fl a s�uDEl FEBRUARY 3, 2016 REVISED SITE PLAN [ L CMINED SECTIONS,r M.FROM M FACE OF CLIL L IXYCLE►ATHK.Y WDDAN FRa M EDGE O PATH r WALL ,Y � L TYLE W OBJECT wRREAS SXMLD DE RACES DTX THE IfM1 EDGE [ O M YAAAER N LINE DOM EARL O M oWSTRuna QOAST ro 11L1FTIL F. SEEP[ARAE ARE NnsxAL LIMITATIONS a VISIBILITY CDamEMTWNS d4-3. f GIF linage,387x650 pixels)-Scaled(84%) = M SINK SMALL.LOCATE As a.EREO By M EMGINEEIhMFCMNASE. Plaster these Share the Road stickers all ' 6FE NOTE T ITTPJ ; a SEE SrAMMD SKEET TITLED'POSlnpDD a TRAFFIC SIOK View page: cafepress.corn gi ( ge, Ii}1i�.//www.rrafficsi us/650/ 'de/d4-3. ¢ F ONSET 1 OF 2r.NEIL am RAL K PRESENT. over to remind everyone that bikes have a MP: gm gui gif � CLEF NOrz D)TTN [ ; ' STATE OF NEN YORK 460 x 460 •jpeg Share the Road with Bicycles —cafepress.co.uk DEPARTMENT OF TRANSPORTATION 1 - ILS.CIaTONMT STANDARD SHEET i� fit cLrr TYPE 0 OBJECT MARKER POSMONIN0 SNOILOER POSITIONING OF TRAFFIC SIGNS sanm (SHEET 1 OF 2) ` APPROVED oCTOKR OS.2005 65UE0 WADER ED 09-M IV RICHARD L LEE' PE 645-03 + EFFECTIVE DATEF 01/07/10 FOR THE DEPOF CHEF ENMER §211.3 Stop dp Rod esckp ound WMgo legand 3 X1.1 Sips No. Size Bordet Lena Size LINER Series R1-1D 361IX361' 7/811 121 –C 1 of 2 " STOP SIGN DETAIL )IAL EDGE TW ESS K' �1—"I NDrzL A 1. w SET RWI ro SUD'KE. SEYEMTIAL MABER .Q Y01!DA4' I yt•`1'• +I\ /I/}` L' I I r L THaMIpIV AL RECAP T.0 ME IN TORTE'ICT RIN CO NAFTL OMIT SMALL WE VolTO PRAER Ta•01. R, REGIONAL LAAO WIVEYEA •A IER� ti _ L AEMR 3NALl E IODISM WITH A DAIVWIG W ACCEIfABI[ro M FA AM DESIGNED t I TO MIEVCTIC Mf'WAROODK'OR M Ta OF M REAM NIIIHG DAIVIf�SLICOIE 11• 1+ N L. YRAuI DKaFRORt AENDED I M ILU-MAKER w a FITTED WITH A PREFORMED + R - '" a SAAR s M PUNIER W a APrAODWtL.MR!MAKS ILL.ACCEPTED IF Sign Image from the Manual of Traffic Signs<http:/Avww.lra n •IMA —}L S MT CDFaN r0 ER Op IS M yD OTHER E&I L M MAKER �7�$iQ CAF D IRA).M MMR,I w sH R FET MGNILT TD M AEWAL LANDER CAVE This Sign Image copyright Richard c.MO@tUr.All rights reserved. P I {}• O� O' WILL MAT M RELATED iApl M REWI qTN W°aMA a MDERATE EFFORT ;► ""SFT M� l� �E"-Ir • ..�.� �"�' WILL MON IE ACaPTE0. P a rI1N1L5P�1 S PENLENETR DF 70-`:6'M4% EBAR WY K REDUCED A,OSE.W X__ Wt11CN CAMDT O INCISED LETTERS SECTION A-A ELEVATION THANT2-V IN RA�TEDMDEXSSL ON RTTS STONY SOIL ILEI TRAR Tp 9EMEpMLT TCp.RO,WE LESS PEAYAIENT SURVEY MARKER TOP VIEW L RETCH M MY RIpIT O WALT MINCER OR rDaIIENT SWVET MIAMI N PLACL TIC [11UYAlla SHALL.WAfiFLLEW N ACCORMMI REIN MAFIETITS i aLOF VEATS'IRIPW'ES C OCOIDIETS,AND DIRECT NMAL CABLES'.IFICAIMINS SECTION 203-LIS'FILL AID IAOFIL AT STR[CTIRFS, -F. n t9 iIr WARE TES ' (►ACED Ir MAX.IN.G ro L AND WITTFNFD ATA F DDOKE[Tlae D•r ROCK SURFACE IIIA APPaApVE�p FASIFMIERS _ • ORES NONE II j. •.,, -GRAND� Aa Ir NOTES FAMAEp n caramAcia I /•--• \ ---� K'CLEAR '•�'{.' / I I C•'I tl 1. FOR DIDMIOS A GEOMETRIC VALUES REFER To SHEET 1 OF A. • \ •:: SO NOTE 21P p IANDDD SHOW STORAGE 2. COMMON S�T1o"PREK.NTR THE CONFIGURATIONS SHOWN GENERICALLY RETPAESENET�TIIE MOST 2 1tRT.WARE NW 19 rERrNu tnREs ARE CONDITIONS AT 1NglV[OIAL LOCATIONS RDE IGN SPECIFIC it IIMaY sncm As AattArzD ..R r IS 1 S SPAKE : a\. �.. ((� SEALANT k PROVTSI. O'SHEETS 1.L AND 3 OF 4.REFER TO REGIONAL WI AREA DOEARo p i _ - \T Ir BAA.C.To C. (n ORI a DESIGNS aRIB RAW DESIGNS MUST WE CONSISTENT IM THE ATIAUED waET ----- _9�_....SL__ .•t::� }I'/REIN LANDSCAPE ARCHITECT FOR ADDITIONAL DESIGN GIIDAICE. PERYAIENT SURVEI MARKER R•Yell aA1rzD ` GARB RAW - 3. WDRDDATE TA/FFIC toNTRa DEVICES UTLTTT LOGTIOMS, ELEVATION INIAL WNISO LE WNCIAD L ..R: 1F a SIGNS,STRESS FTW04IT1.RE AND DRAIMA6E TO ENsIWE A r p CONTINUM PEDESTRIAN ACCESS ROUTE AT ALL ON RAID I :'.LOCATIONS. GUIDANCE FOR CROSSWALK MAKINGS AND TRAFFIC RE AND I TIE REINFORCEMENT )EAI REDPOMATE OiCEWAr C .,i., CONTROL DEVICES IS PROVIDED IN THE WTCO. ! SECTIONAL PLANS LANDING 4. DETECTABLE tARM I SHOWN ON 1105 SKEET ARE FOR l CROSSWALK J ILLUSTRATION GIT. FOR SPEC6lC RACEIENT ORIENTATIONS 41 ---) / AND DIMENSIONS REFER TO SHEET 4 OF G.SEE NOTE 10. SMACEyy71� fli .�� S. THE CROSS SLOPE OF RAMPS AND/OR LANDOLCS AT MWD BLOCK r/ CW(n ti KNr Lr oNCR . CDT Rrz.d ro5d SID)STORAGE CIMSINGS WAY BE WARPED TO MEET STREET OR HIGHWAY OWL ROW MARINA STEEL ST AID CAP R.O.W.MAKER USEDIATIAL OR DERESSED CORNER CURB RAMPS SERVING - `` '0 yrCORrDG INSTALLATION DETAIL IN CURB AAW CURB ,� 6. 16E TYPE I ONLY WxERE OTHER RAMPS ARE QRISABLE. SINGLE • PERMANENT sIRYEE MAKERK7AU �` ROCK OR CONCRETE - RAW TWOCONSTREET ��THEIR DIRECTIONS� SHOULD BE AVOIDED DI NEW ORES xTAu •d i ° RMRo ORF Tar b ```� M N STEEL PIN AND CNP RAW.PARKER CONSTRUCTION AND MOLD ONLY BE CONSIDERED WERE AN ro r MI THAT WATER H I INSTALLATION DETAIL 1N ANCNDA RacM y Du wr STAND i.F. METAL FURNISHED"IT t •v ` 1 M 7. CRATES SHALL NOT BE LOCATED ON CURB RA6-S,BLENDED EARTH OR SHAW LADTRG SURFACES TRANSITIONS OR LC�OPLr WITH APPLICABLE IC�sI�F MAR M tartAAtra ° 1 M b 9W KETAL=MAY t •I ICC ¢b 1 I RYs DDI F EAT IBRD SHEET FOR ARGYLL RFg10ElEN13. METAL SCIEK ON DMR wrERIAL SIDEWALK ON A CHB.OR p A WANNER THAT 04 OFM WITH TIME USE OF sAnsFAGrartr FATTEIEIa ° .Y. IDE NDrz a GwWD r 7 Ti•IBL aiHaARE�D L UELITES SIG6 AND OTHER FOFD OBJECTS MAY NOT BE RACED • I L i i _ rAPEER W INIF WITH OR E Q1 , THE ORB RAMP. 0.Aff w aNaErz ¢ r IOL t N `L +� I M 9. THE SURFACE OF ALL CURB RAMPS SHALL BE STALE,FOB)AND I' A I M SLP RESISTANT. A COARSE BROOM FOOSH RIRDRRIG CURB RAMP CONFIGURATION:TYPE 10 SIDEWALK RAW AEF PERPENDICULAR TO THE SLOPE E RECOIAFJDED ON CONCRETE °. • EM1N I 1 `. ' rt M--�4-�« CURB RAMP CONFIGND CUT TYPE f 2 ACEs,ExttusnE OF THE DETECTABLE WANING F]ELM IMISTORKW � MIO BLOCK CROSSING RICHT TURN ISLAND CUT THROUGH 10.TIERS SMALL BE A LADING AT THE TOP OF EACH PERPENDICLLAI THEE 1?/HIDL1 [MIX STEEL PIN AND CAP R,O./.yARKEp RAB'IRAOIr- LONGI ,a:i • M R•r w<eAR r Hoa aaK C MDL ON$WET zA OF;.LANCING AT IIIE BOTTOM OF RAMPS TYPE 1 L z 1 of 1 FOR RIAL it Laic 1 1 STATE OF NEW YORK LADING MAY SERVE AP WITH ADJACENT RAMS, ALL CorEII °I•''' 6WEE NOTE a 1 War a i_ DEPARTMENT OF TRANSPORTATION tAlOI11G 11.LANDINGS MAY MU IIIA ADCURBJACENT LADDES OR A SDIGLE - e: ,. I CONpIETE SUMACS AS CIKTONARY STANDARD SKEET SZ RECURRED CANDINGS AT PEDESIR SIGNAL PUSH BUTIDI&OVERLAIP WITH THE CLEAR GROUND WAS �iD-A' ° •al • ° DRLI S•/NaE A 1WWyy LANDING COLCREIF DEEP.TIER RLL WSIM GRDDT 1 1 f Clre • I AND INERT MANGER Rao 1 RAID I-• 1=r � 1.,r 1 j R.O.W.AND SURVEY MARKERS a MARKER CONCRETE RIGHT MARKER INSTALLATION DETAL BNSTAL HT OETAL CONCRETE RIGHT-OF-WAY-MANfEA S/RICHARD O.LEER Ds.2009 Is- ALDER U o9-ots ' IN ROCK OR CONCRETE .v AtaxARD L ALL P.E. s GST a RACE PERMANENT SURVEY MARKER PRECAST CONCRETE RIGHT•OF-WAY MARKER FORM DEPUTY OMEN ENCI EER 625.01 CURB RAW- - SITE PLAN DESIGN B Y �" EFFECTIVE DATE)07/OT/10 SpA CM RAMP CONFIGUNATIONI TYPE 13 ACCESS ISLAND CURB RAMP CIRSTILI James V. DeLucca R.A. LADING ._ CROSSWALK SIDEWALK CAD RAMP LANDING }' CROSSIALK r--- = STATE OF NEN YORK OF ASAP _ NE�DEPARTMENT OF TRANSPORTATION (E6�� US.CATOWURY STANDARD SHEET J`. k , LAIDDD !(J i SIDEWALK CURB RAMP DETAILS SIDEWALK (SHEET 3 OF 4) 2009 ISSUED t ClR6 RAID CONFIGURATION:TYPE 11 APPROVED SEPTEMBER 19, ED RUDER EB OB-036 ClRB RAMP CONFIGURATION:TYPE 9 MID BLOCK CROSSING 2/BAWL LCHID E )O. PLL 608-01 EFFECTIVE DATE:01/08/09 DES10 '�• 'X ] ¢ N.Y.S. Lic. No. 50467 Nathan aft Corwin III Land Surveyor DL� Successor To: Stanley J. Isaksen, Jr. L.S. "-" Joseph A. Ingegno L.S. FEB 1 2 2016 Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 Southold Town Planning Board OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 A COUNTY OF SUFFOLK 71E4, 001 E EB 12 2.016 STEVE LEVY Plamnln�ward SUFFOLK COUNTY EXECUTIVE a DEPARTMENT OF HEALTH SERVICES JAMES L TOMARKEN,'MD MSW;;MPH,MBA,FRCPC, FACP Commissioner PERMIT CONDITIONS Health Services Reference#� ' O- 06-000-5, 4 Project Name � ' l The attached plan, when duly signed by a representative of the department, in conjunction with these conditions,constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any 'conditions of approval, which may be indicated on the°plan or enclosed herein. 'Constructilon must conform with applicable standards: neluding "Standards .for Approval--of Flans and. Construction for 'Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan°do not release the applicant'from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years 'after the approval'date. Any modification which may affect the props sed'sewa, disposal or water supply systems requires submission of a revised plan and additional fees (if applio4 lej for reapproval prior to construction. No inspections will be performed-by the department on expired permits, Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Insoetrons to Renew, X10tid, or Transfer an Existing, permit: for Other than. Single ,Family Residences (Form WW1Vt=081je It is the applicant's responsibility to'call the department in ;advance ta,grange inspections of the sewage disposal and/or water supply f&cilities pribr to backfilling These include inspections of the ,sewage 11 collection and disposal systems, water supply system components and piping, and'f nal grading as shown on the approved plans,." lans; In,certain cases, inspections of the soil excavation may be required to'determine:the accctsbillty of the soils Jnr sewage disposal systems; The department must be notified at least 48 hours a cn a to scbeduI sub ospw un by calling 852 S7Sa; aria excavati inspectlons must also be "itcallhng`1� � 8, 8 , rtor°to 9.30 aim., the;morning of the inlspect ori A`r7icle YII'vf the Suffolk County Code, "Septic )<ndistry Businesses," requires;'that all installers of septi4 systoms within Suffolk County shall possess a valid license from°the Suffolk Couniy Office,9f, Consumer Affairs, This of ce can refuse to perform inspections or grant fans!approval for the,constructign,ofprojeco that are installed by an unlicensed individual. It is, th.erefor�e,'in your best interest to 'utilize a cesspool contractor with a valid license to avoid substantial delays in your project, Final approval issued by the Department is neeessary prior to theoccupancy of new buildings, additions to existing buildings, or for the use of sewage�dsposal or water supply systems. SEE PAGE Z W WM-016'(Rev, 10/02/06) Page 1 of 2 HD Ref. No, C_10 -op, -oog5" Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As acondition of this permit to construct,'the following items must be completed as a minimum, prior to building occupancy and use of the sewage,disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final I3ealth Department Approval Of Constructed Projects For Other Then Single Family Residences (Form WWM49). ❑ Excavation Inspection by the Office of Wastewater'Management prior to installation of any leaching pools to determine acceptability of soils.°(Call 852-5754 to schedule an inspection and coni rm by calling 852-5700 prior to 9 30 a,m., the morning of the inspection.) ❑ Satisfactory inspection by Office of wastewater Management of the sewage disposal system/sewage treatment,system. (Call 852-5754 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: n Office of Wastewater-Management(C,01452-5754 to schedule ari inspection.) ❑ Office of Water Resources,'Wafer,Quality Unit (Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollut°nri Control (Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other: ❑ Application for a Food Permit to,the Food Control Unit(Call 852-5873 for instructions.) Four (4),prints of an As-Built plan "Tap letter" from water district Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCOPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) �] Well drillers certificate ❑ Wateranalysis ❑ Certification of Sewage Disposal System Abandonment(form WWM-080) Design Professionals Certification of Constructed Warks (form WWM=073, enclosed) for: ❑ Sewer lsines,and sewage ccillection system ❑ Retaining walls (approved as part`ofthe sewage,disposal system) Sewage pump station�vAlve chamber Sub-surface sewage disposat system ❑ 'Sewage treaumentplant Water supply system �1 Abandonment of Preexisting sewage disposal system and/or water supply ❑ :Other 0 Other; WWM-016 (Rev... 10/02/06) Page 2 of 2 James V. De Lucca,R.A. 12 Linda Lane East Riverhead, N.Y. 11901 jamesvdelucca@optimum.net ( 631 ) 727-1611 February 9,2016 New York State Department of Transportation 250 Veterans Memorial Highway Suite 6A-7 Hauppauge, N.Y. 11788 soufhoww3wn .ao �d�r019 Board,rou�Yur Re: Hudson City Savings Bank Plaza NY 25, Mattituck SCTM# 1000-12200-0300-017001 New Case No. 15-53634 Old Highway Work Permit No. 2010-10-17924 Dear Mr. Mark Wolfgang, Enclosed please find the required documentation in answer to your letter of December 1 ,2015. As you requested, listed below is a response to each item in your letter: ( 1 ) See drawing sheet 3 of 7 Detail No. 685-01 for pavemeht markings. (2) See drawing sheet 1 of 7 for traffic control signs orientations. (3) See drawing sheet 2 of 7 for arrow adjustment. (4) See drawing sheet 3 of 7 and detail 609-2 for tapered curb detail. (5) See drawing sheet 6 of 7 Detail No. 608-1 for extended sidewalk and type 1 curb ramp. (6) See drawing sheet 1 of 7 for snow storage strip. (7) See drawing sheet for locations of all curb ramps. (8) See drawing sheet 1 of 7 for ramp vertical curb note. (9 ) See drawing sheet 6 of 7 for details 608-01 , 1 of 4, 2 of 4, & 4 of 4 and drawing sheet 7 of 7 for detail 608-01 3 of 4 from standard curb ramp details. ( 10) See drawing sheet 6 of 7 for detail sheet 608-01 for embedded detectable warning field. ( 11 ) See drawing sheet 6 of 7 for revised ramp detail. ( 12) See drawing sheet 6 of 7 for detail-619-63 for :work ,zone traffic control. ( 13 ) See drawing sheet 6 of 7 for detail 619-63 for work zone traffic control. (14) See drawing sheet 1 of 7 & 7. of. 7 for'location & details of bike-,:signs-;- ( 15) ike;:signs( 15) See drawing sheet 1 of 7 for on site bike parking. ( 16) See drawing sheet 1 of 7 for street trees type and location. ( 17) See drawing sheet 1 of 7 and for details see sheet 4 of 7 details M619-11 and DO-1 . ( 18) See drawing sheet 4 of 7 for required notes. (19) See drawing sheet 7 of 7 for detail 625-01 for permanent permanent survey markers. (20) See drawing sheet 4 of 7 for ESAL calculations. (21 ) See drawing 1 of 7 for re-construction note. (22) See drawing sheets 1 of 7 and 4 of 7 for required notes. (23) See drawing sheet 4 of 7 for pavement notes. (24) Additional applications and submission of plans will be submitted as required. The applicant will contact Mr. Kevin Matthaei for directions regarding Utility Highway Work Permit applications. If any additional information is required, please contact me. Vi Veru � U1.. ut s, W W James V. De Lucca,R.A. DESCRIPTION Streetworks The Epic Collection delivers custom luminaire flexibility with high quality, yet availability expectations of standard specification grade product. The Epic Collection can be dressed to suit any application.Recognizing evolving environmental and legislative trends,the Epic Collection ' delivers world class LED optical and performance solutions to the r decorative luminaire marketplace, SPECIFICATION FEATURES -___ __ ...... .................... ......... Construction injection-molded acrylic.Optics are with 10kV/10kA common— TOP:Cast aluminum top housing precisely designed to shape the and differential—mode surge attaches to cast aluminum optics,maximizing efficiency and protection.LightBARs feature mounting arm hub with four application spacing.AccuLED Optic and IP66 enclosure rating and stainless steel fasteners.One-piece technology,creates consistent maintain greater than 95%lumen silicone gasket between mounting distributions with the scalability maintenance at 60,000 hours per hub and top casting seals out to meet customized application IESNA TM-21.Occupancy sensor moisture and contaminants. requirements.Offered Standard in and dimming options available. (See the mounting accessories 4000K(+/-275K)CCT and nominal section for a full selection of 70 CRI.Optional 3000K CCT, Finish mounting arms.(Only these 5000K CCT and 5700K CCT.For the Housing finished in a five-stage 'l arms are compatible with the ultimate level of spill light control, super TGIC polyester powder coat Epic luminaire).MIDSECTION: an optional house-side shield paint,2.5 mil nominal thickness for Continuous silicone gaskets superior sgshield doitakinclude midsection features aluminum deigned to seamlessly integrate blk,broze,grey he,d construction and stainless steel with the SL2,SL3 or SL4 optics. platinum,graphite metallic and assembly.SHADES:Heavy gauge hartford green.RAL and custom i precision spun aluminum shades Electrical color matches available.LightBAR offer superior surface finish and LED drivers mount to die-cast cover plates are standard white, consistency in form.DOORFRAME: aluminum back housing for optimal and may be specified to match Die-cast aluminum 1/8"thick door heat sinking,operation efficacy, finish of luminaire housing.Consult and doorframe seal to underside of and prolonged life.Standard your lighting representative at shade with a thick wall continuous drivers feature electronic universal Eaton for more information. silicone gasket.Mounting hub voltage(120-277V 50/60Hz),347V ships attached to mounting arm. 60Hz or 480V 60Hz operation, Warranty greater than 0.9 power factor,less Five-year warranty. Optics that 20%harmonic distortion,and Choice of twelve patented,high- is suitable for operation in-40°C CEM/MEM efficiency Accu LED Optic'm to 40°C ambient environments. technology manufactured from All fixtures are shipped standard EPIC MEDIUM LED DIMENSIONS 1 -4 LightBARs Solid State LED CEM Classical MEM Modem -- DECORATIVE AREA Maximum Maximum LUMINAIRE Height Height 20" 21" ---- [508mm] [533mm] µ N CERTIFICATION DATA UUcUL Listed IP66 LlghtBARs LM79/LM80 Compliant .. _ Vibration Tested Maximum Width Maximum Width IS IS0 9001 24-1/16"[611 mm] 24-1/16"[611 mm] ENERGY DATA See configurations for more detailed information. Electronic LED Driver >0.9 Power Factor <20%Total Harmonic Distortion 120-277V/50&60Hz,347V/60Hz, [ �, 480V/60Hz Jj 40°C Minimum Temperature 40°C Ambient Temperature Rating E P A Effective Projected Area:(Sq.Ft.) � OIIf�U�6b�iih:Ufl1 w,�„w„ 0.94 ( (1]111r) II(j SHIPPING DATA Approximate Net Weight: 45 lbs.[20 kgs.] E.T*N F f'y l TD500027EN PowenngBusiness WoddWrie °smile° 2015-11-0215:38:27 CEM/MEM EPIC MEDIUM LED CONFIGURATIONS "1 11-1-..................... HOUSING MID SECTION SHADE FINIALS MOUNTING OPTION Height from ceiling equals calculated%,light 3-7/16 H x 9-15/16 Architectural offixture plus .................. Solid ral 'pendant length Flassical Straight Narrow Bell and no" 8-5/8 H x 8-3/4"W 6-518"H x 19-1/8"W 8"H x 24"W Solid Rings Modern 3-7/16"H x 12"W ....................... Modern Straight Wide Flute 9-3/8"H 5-1/8"H x 23-15/16"W 6"H x 22-1/2"W x 8-7/B"W Nostalgic POWER AND LUMENS BY BAR COUNT (21 LED LIGHTBARS) POWER AND LUMENS BY BAR COUNT (7 LED LIGHTBARS) .................. .............. 03 Number of LightBARs E01 E02 EE04 Number of LightBARs 601 T.............�12 F03 604 ................. r-�o-3 .......... Drive Current 350nnA Driv_- e Current Drive Current 1A Drive Current ........... Power(Watts) 25W 52W 75W 97W Power(Watts) 26W 55W 78W 102W ............................ Current @ 120V(A) 0.22 0.44 0.63 0.82 Current @ 120V(A) 0.22 0.46 0.66 0.86 .......................... Current @ 277V(A) 0.10 0.20 0.28 0.36 Current @ 277V(A) 0.10 0.21 0.29 0.37 ......................................................... Power(Watts) 31W 58W 82W 99W Power(Watts) 32W 60W 85W 105W .......... Current @ 347V(A) 0.11 0.19 0,28 0.29 Current @ 347V(A) 0.11 0.19 0.28 0.30 Current @ 480V(A) 0.09 0.15 0.20 0.21 Current @ 480V(A) 0.090.15 0.21 0.22 .................................. Lurnens 2,948 5,896 8,844 11,792 Lumens 2,434 4,867 7,301 9,735 T2 T2 BUG Rating B1-U0-G1 B2-UO-G2 133-U0-G3 B3-UO-G3 BUG Rating B1-U0-G1 B2-UO-G2 B2-UO-G2 B3-UO-G3 .................................................... Lumens 2,936 5,873 8,809 11,745 Lurnens 2,424 4,848 7,272 9,696 T3 T3 ............... BUG Rating B1-U0-G1 B2-UO-G2 B3-UO-G3 B3-UO-G3 BUG Rating B1-U0-G1 B2-UO-G2 B2-UO-G2 B3-UO-G3 ..................---.-- -I T4 Lumens 2,876 1 5,752 8,627 11,503 Lumens 2,374 4,748 7,122 9,496 T4 ............... BUG Rating j B1-U0-G1 61-U0-G2 Bl UO-G2 B2-UO-G3 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-UO-G2 .. .... .... ....... .............. ........... ............ ...........- 5MQ Lurnens 1 3,054 6,108 9,161 12,215 Lumens 2,521 5,042 7,563 10,084 -- 5MG ......................................-....................... 6,1 0 BUG Rating B2-U0-G1 �FB3-UO-Gl B3-UO-G2 B4..UO..G2 BUG Rating B2-UO-G1 B3-U0-G1 B3-U0-G1 B3-UO-G2 .......... Lumens 2,987 1,975 8,962 11,949 Lumens 2,466 4,932 7,398 9,864 5WQ - - 5wa .............................. BUG Rating B2-U0-G1 B3-U0-G1 B3-UO-G2 B4-UO-G2 BUG Rating B2-U0-G1 B3-U0-G1 B3-UO-G2 B4-UO-G2 ..........................-...........-........... .......................... Lurnens 2,982 5,963 8,945 11,926 Lumens 2,461 4,923 7,384 9,845 5xQ ........................ .......... 5XQ ...............................- BUG Rating B2-U0-G1 B3-UO-G2 B3-U0-G3 B4-UO-G3 BUG Rating B2-U0-G1 B3-UO-G2 B3.UO..G2 B4-UO-G3 ............... Lumens 2,878 5,756 8,634 11,512 Lumens 2,376 4,752 '7,127 9,503 SI-2 BUG Rating B1-U0-G1 - SI-2 B1-U0-G2 B2-UO-G2 B2-UO-G2 BUG Rating B1-U0-G1 B1-U0-G1 B2-UO-G2 B2-UO-G2 .......... Lumens 21894 5,788 8,682 11,576 Lumens 2,389 4,778 7,167 9,556 SI-3 ...................................................... SI-3 ...... --- BUG Rating B1-U0-G1 B1-U0-G2 B2-UO-G2 B2-UO-G2 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B2-UO-G2 ................. Lumens 2,823 2,331 4,662 6,993 9,323 5,647 8,470 11,294 Lurnens SI-4 i - SI-4 BUG Rating B1-U0-G1 B1-U0-G2 B2-UO-G2 B2-UO-G2 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-UO-G2 ......................................................... I . -- ..........-- -Lumens -2,957 1-5,915 8,872 11,829 Lumens 2,441 4,883 7,324 9,765 RW --------------------- RW - .........-- BUG Rating B2-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 BUG Rating B1-U0-G1 B2-UO-G2 B3-UO-G3 B3-UO-G3 .............--- . . ................ ....... Lumens 2,616 5,231 7,847 10,462 Lumens 2,159 4,318 6,478 8,637 SLL/SLR .............•® SLL/SLR BUG Rating B1-U0-G2 B1-U0-G2 B1-UO-G3 B2-UO-G3 1uJ`GeR.1Tin1 B1-U0-G1 B1-U0-G2 B1-U0-G3 B1-U0-G3 ............ LUMEN MAINTENANCE LUMEN MULTIPLIER ........... ....................................... ....................... .............. ....... .... ................. 101Ambient Lumen Ambient ,000 50 000 60,000. 100,000 Theoretical L70 Temperature Hii Hours* Hours* Hours (Hours) 100 Temperature Multiplier 99% >97% >96% >93% >450,000 25°C 99 - IODC 1.02 40°C >98% >97% >96% >92% >425,000 98 - 15°C 1.01 50°C 96% >95% >91% >400,000 >97% 97 25°C 1.00 Per IESNA rM 21 data, Ac 96 -------------------- 0 t7 ....... . ...... C ........... ... 0�Cl w...-,,.0.99 95 . 0.96 ...... ro 94 E 93 ..................... 92 .... ....... 91 ................... 90 ...........-L-11 0 10 20 30 40 50 60 70 BO 90 100 FiatF'.atuw Hours(Thousands) 25°C- 40'C---1 50"C-- 1121 Highway 74 South I Peachtree City,GA 30269 sjpnciricdlion�h and Fir mil" " 10 P:770486-4800 thin suhlect to TD500027EN RvW&hT Business M1011thande wwweaton corn/lighting diange wdhout notico 2015-11-0215:38:27 CEM/MEM EPIC MEDIUM LED ORDERING INFORMATION Sample Number:CEM-E04-LED-E-U-T2-4-FL-BK Product FamilyNumber of LightBARs 2.3 Lamp Type Driver 4 Voltage Distribution MidSectionection Shade Type Color TypCEM=Classical E01=(1)21 LED LightBAR LED=Solid E Non-Dimming U=Universal T2=Type II X=Solid SN=Straight AP =Grey Epic E02=(2)21 LED LightBARs State D Dimming (120.277V) T3=Type III 4=Solid Narrow BZ=Bronze Medium E03=(3)21 LED LightBARs Light (0-10V) 8=48OV e T4=Type IV Rings SW=Straight BK=Black MEM=Modern E04=(4)21 LED LightBARs Emitting 9=347V SL2=Type II w/Spill Control Wide DP=bark Epic F01=(1)7 LED LightBAR Diodes SL3=Type III w/Spill Control BL=Bell Platinum Medium F02=(2)7 LED LightBARs SL4=Type IV w/Spill Control FL=Flute G =Graphite F03=(3)7 LED LightBARs 5MQ=Type V Square Medium Metallic F04=(4)7 LED LightBARs 5WQ=Type V Square Wide WH=White 5XQ=Type V Square Extra Wide RW=Rectangular Wide SLL=90°Spill Light Eliminator Left SLR=90°Spill Light Eliminator Right . _........ ........ _.. _._. _ _-. __-. _... Options(Add as Suffix) Accessories(Order Separately)" ____....,.-�.................. ..-_.... ......... ......W..,. _ .... 2L=Two Circuits' Classical Accessory Options 7030=70 CRI/3000K CCTe SA6154-XX=Bishop Single Pole Mount Arm (Add as Suffix to Accessories)" 7050=70 CRI/5000K CCTe SA6155-XX=Bishop Single Pole Mount Arm with Cross Rod M=Modern Finial's 7060=70 CRI/5700K CCTe SA6156-XX=Bishop Twin Pole Mount Arm A=Architectural Finial'0 8030=80 CRI/3000K CCTe SA6157-XX=Bishop Twin Pole Mount Arm with Cross Rods N=Nostalgic Finial 9e LCF=LightBAR Cover Plate Matches Housing SA6158-XX=Traditional Single Pole Mount Arm 4=NEMA Twistlock Photocontrol Receptacle 91 Finish SA6159-XX=Traditional Single Pole Mount Arm with Rounded Upper Bar LB/HSS•21=Field Installed House Side Shield for MS-LXX=Motion Sensor for ON/OFF Operation° SA6160-XX=Traditional Single Pole Mount Arm with Rounded Lower Bar 19 "E"LightBARs'r,°e MS/X-LXX=Motion Sensor for Bi-Level SA6161-XX=Traditional Single Pole Mount Arm with 45°Upper Bar LB/HSS-07=Field Installed House Side Shield for Switching 90 SA6162-XX=Traditional Single Pole Mount Arm with 45°Lower Bar 11 "F"LightBARs'3'0 PM48=Pendant Mount 48"Length or Specify SA6163-XX=Traditional Single Pole Mount Arm with 45°Upper Strap Pendant Length Inches(XX)" SA6165-XX=Traditional Twin Pole Mount Arm P=Button Type Photocontrol(Must Specify SA6166-XX=Traditional Twin Pole Mount Arm with Rounded Upper Bars Voltage) SA6167-XX=Traditional Twin Pole Mount Arm with Rounded Lower Bars 19 HSS=Factory Installed House Side Shield 13 SA6168-XX=Traditional Twin Pole Mount Arm with 45°Upper Bars SA6169-XX=Traditional Twin Pale Mount Arm with 45"Lower Bars'4 SA6170-XX=Traditional Twin Pole Mount Arm with 45"Upper Straps SA6171-XX=Mast Arm Adapter Modern SA6105-XX=Bishop Single Pole Mount Arm SA6106-XX=Bishop Single Pole Mount Arm with Cross Rod SA6107-XX=Bishop Twin Pole Mount Arm SA6108•XX=Bishop Twin Pole Mount Arm with Cross Rods SA6109•XX=Traditional Single Pole Mount Arm SA6110•XX=Traditional Single Pole Mount Arm with Rounded Upper Bar SA6111-XX=Traditional Single Pole Mount Arm with Rounded Lower Bar 94 SA6112-XX=Traditional Single Pole Mount Arm with 45°Upper Bar SA6113-XX=Traditional Single Pole Mount Arm with 45°Lower Bar" SA6114-XX=Traditional Single Pole Mount Arm with 45°Upper Strap SA6116-XX=Traditional Twin Pole Mount Arm SA6117-XX=Traditional Twin Pole Mount Arm with Rounded Upper Bars SA6118-XX=Traditional Twin Pale Mount Arm with Rounded Lower Bars 9° SA6119-XX=Traditional Twin Pole Mount Arm with 450 Upper Bars SA6120-XX=Traditional Twin Pole Mount Arm with 45°Lower Bars" SA6121-XX=Traditional Twin Pole Mount Arm with 45°Upper Straps SA6122-XX=Mast Arm Adapter OA/RA1016=NEMA Twistlock Photocontrol-Multi-Tap NODES......................�.... _ ..........._._. ........ ....,....m. 1.Arm not included,Order separately.See mounting accessories. 2.Standard 4000K CCT and greater than 70 RI. 3'21 LED LightBAR powered by 350mA and 7 LED LightBAR powered by 1A. 4.Consult factory for driver surge protection values, S.Only for use with 4BOV Wye systerns,Per NEC,not for use with ungrounded systerns,impedance grounded systems or carrier grounded systerns(commonly known as Three Phase Three Wire Delta,Three Phase High Leg Delta and Three Phase Corner Grounded Delta systerns). 6.Custom and RAI..color matching available upon request.Consult your lighting representative at Eaton for more information. 7.Low-level output varies by bar count.Consult factory.Requires quantity of two or more LightBARs. a.Consult customer service for lead times and multiplier. 9.Sensor mounted to the luminaire.Available in 601-EC4 and F01-F04 configurations.Replace XX with mounting height in feet for proper lens selection,(e.g.,NIS 1.26),Consult factory for additional information. 'l0.Sensor mounted to the lurninaire.Available in E02 E04 and F02 F04 configurations.Replace X with number of LightBARs operating in low output mode and replace XX with mounting height in feet for proper lens selection,(e.g.,MS/3-1..251.Maximum four bars in low output mode.Consult factory for additional information. t1.Pendant mount option"PM48"must be used with Streetworks pendant mount kit only.Includes 40"long pendant pipe,swivel hangar and canopy cover,Other pendant lengths can be specified iri inches(7(X).Minimum pendant length is 9-1/2".For lengths above 49",consult you lighting representative at Eaton for more information. 12.Only for use with SL2,SIA and SIA distributions, 17.Replace XX with color suffix. 14.Requires use of 4"Q.D.round straight pole. 15.Add as suffix to accessory.Example:SA6105-OK-R. 16,Only available with traditional arms. 17.Not available with finials,pendant mount"PM48"or bishop wall mounts. 18.One required for each LightBAR. Eat in 1111111 W d 1121 Highway 74 South III I Peachtree City,CA 30269 Specifications and Tb500027EN 111111( 4illlllh V.` P:776-486-4800 dimensions subject to r''a4't,rirt,gBusiness VrlPsdd wPdP www.eaton comAighting change without notice. 2015-11-02 15:38:27 CEM/MEM EPIC MEDIUM LED MOUNTING ACCESSORIES -- ---------------- Pole mount arms are designed to fit both medium CEM/MEM housings.(Only these arms are compatible with the Epic luminaire).Arms feature a precision welded cast aluminum mounting hub for attachment of fixture head to arm with four stainless steel fasteners.Wall mount arms compliment pole mount luminaires and attractively transition fixture scale in lower mounting height pedestrian environments.Wall mount arms are designed to fit both medium CEM/MEM housings.Arms feature a precision welded cast aluminum mounting hub for attachment of fixture head to arm with four stainless steel fasteners. [852mm] 33-1/2"[852mm] 62" 57 mml 62"[1575mm] Radius 12" Fr-, [304mm] Radius2" 12" 12" [304mm] [51 mm] [304mm] [51mm] T 54-3/16"to 2"m] 54-3116" [51 [1376mm] Radius i5l rn [1376mm] 54-3/16" 54-3/16" m] [1376mm] [1376mm] I........................... BISHOP SINGLE POLE BISHOP SINGLE POLE MOUNTARM BISHOP TWIN POLE MOUNT ARM BISHOPTWIN POLE MOUNT MOUNTARM WITH CROSS ROD SA6156(Classical),SA6107(Modern) ARM WITH CROSS RODS SA6154(Classical),SA6106(Modern) SA6155(Classical),SA6106(Modern) Slipfits over 4"round straight pole, SA6157(Classical),SA6108(Modern) Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, or 4"O.D. by 6"tall tenon. Slipfits over 4"round straight pole, or 4"O.D.by 6"tall tenon. or 4"O.D.by 6"tall tenon. Weight:37 lbs.E.RA:1.43 or 4"O.D.by 6"tall tenon. Weight:24 lbs.E.RA:0.92 Weight:25 lbs.E.RA:0.98 Weight:39 lbs.E.RA:1.55 30-15/16"[786mm]— [-26-3/4"[679mm] 18-7/13" 35-7/8" 18-7/8" 36-7/8" 1480mm) [911mm] 4 8 Omm] [911mm] LZ35-7/16"[900mm1 ....... 26-3/4"[679mm] 30-15/16"[786mm 26-3/4"[679inm] l6791nJ114 30-15/16"[786mm] 'n-I w 1(3- TRADITIONAL SINGLE POLE TRADITIONAL SINGLE POLE TRADITIONAL SINGLE POLE TRADITIONAL SINGLE POLE MOUNTARM MOUNTARM WITH ROUNDED MOUNT ARM WITH ROUNDED MOUNT ARM WITH 45*UPPER BAR SA6158(Classical),SA6109(Modern) UPPER BAR LOWER BAR SA6161(Classical),SA6112(Modern) Slipfits over 4"round straight pole, SA6159(Classical),SA6110(Modern) SA6160(Classical),SA6111(Modern) Slipfits over 4"round straight pole, or 4"O.D. by 6"tall tenon. Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, or 4"O.D.by 6"tall tenon. Weight:20 lbs.E.RA:0.86 or4"O.D. by6"tall tenon, or 4"O.D.by 6"tall tenon. Weight:28 lbs.E.RA:1.38 Weight:28 lbs.E.RA:1.4 Weight:2516s.E.RA:1.16 35-7/1 30-15/16"[786mm ] —26-3/4"[679mm] Fr- 18-7/8 — 35-7P/16' 1 18-7LB"480mml [900mm] [480mm ] 900m6' t[ m] L L6-3/4-_-[679mmli --53-1/2"[1359rnn,i� 57"[1448mml 26-3/4"[679mm]] 1�30-15/16"[786mm]— TRADITIONAL SINGLE POLE TRADITIONAL SINGLE POLE TRADITIONALTWIN POLE MOUNT ARM WITH 45*LOWER BAR MOUNTARM WITH 45*UPPER STRAP MOUNTARM SA6162(Classical),SA6113(Modern) SA6163(Classical),SA6114(Modern) SA6165(Classical),SA6116(Modern) Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, or 4"O.D. by 6"tall tenon. or 4"O.D.by 6"tall tenon. or 4"O.D.by 6"tall tenon. Weight:24 lbs.E.RA:1.17 Weight:24 lbs.E.RA:1.17 Weight:30 lbs.E.RA:1.44 Eatanirn 1121 Nqhway 74-South Ell'MA1111111" Peachtree Cky,GA 30269 spacifica6erm and TD500027EN 1:1�770486-4800 &monsions subjeU Lo Pbvraafpg Suv nes.d Olarldmde —w wton,corrAlghting dhalnge WinIOW rftca 2015-11-0215:38:27 CEM/MEM EPIC MEDIUM LED MOUNTING ACCESSORIES 57"[1448mm] 53-1/2"[1359mm] _.___ –,.;.•• "'' __..., "k8-7B' 6;df4"`[679m] .. 35-7/16" 35-7/16 [900mm] -- � [900mm] 40mGaa1 ............ 26-3/4"53799[]359mm1�� [900mm) .. ,,,.� -[653 1 2]�11359M MI" _ 57"[1448mm] 57"[1448mm] TRADITIONALTWIN POLE TRADITIONALTWIN POLE TRADITIONALTWIN POLE MOUNT ARM WITH ROUNDED MOUNT ARM WITH ROUNDED MOUNT ARM WITH 45°UPPER BARS UPPER BARS LOWER BARS SA6168(Classical),SA6119(Modern) SA6166(Classical),SA6117(Modern) SA6167(Classical),SA6118(Modern) Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, or 4"O.D.by 6"tall tenon. or 4"O.D.by 6"tall tenon. or 4"O.D.by 6"tall tenon. Weight:43 lbs.E.P.A:2.24 Weight:43 lbs.E.P.A:2.28 Weight:40 lbs.E.P.A:2.04 57' 114419r mil 2#s,��0u-1ds^'1131,"lresrn[ " "�""�' NEMA 3i�9 [67999] Photocontrcl 35-7/16' Receptacle 18-718' 1:�900mr7u] �_..... .... 8-3/B" N c ' [211mm] NEMA 148�01�t11t1` 1 J ......•••••• Photocontrcl Rr,Mcauq+aatlrt� 35-7/16"' .. _ [900muu1l] 26-3M"[679mm]l d 53-1/2"[1359mm] ••••••••„8-3/8”[211mm1 " 57"[1448mm] m TRADITIONALTWIN POLE TRADITIONALTWIN POLE MAST ARM ADAPTER NEMATWISTLOCK PHOTOCONTROL(4) MOUNTARM WITH 45°LOWER BARS MOUNT ARM WITH 45°UPPER STRAPS SA6171(Classical),SA6122(Modern) Order separately(Not compatible with SA6169(Classical),SA6120(Modern) SA6170(Classical),SA6121(Modern) Secures fixture to nominal 2"pipe finials or wall mount bishop arms) Slipfits over 4"round straight pole, Slipfits over 4"round straight pole, (2-3/8"horizontal O.D.) or 4"O.D.by 6"tall tenon. or 4"O.D.by 6"tall tenon. Weight:4 lbs. Weight:40 lbs.E.P.A:2.0 Weight:37 lbs.E.P.A:1.81 Eat n IIIIIIIIIe' dml 111"2'.1 Hch�—y tab S.uu9Y 1, I�Rl 11111'1 dllllll� f'rra17048 C:Ity,(1¢k 19t12t?9 a"paaMeIpic,aUlesn^s bie TD500027EN P:'7'7'(}..�YEt¢i.-"4&YQQ ¢RIovYF,+rY=�iGns G�ul;�j�:cP to Parwra;rlrrgBusiaessWWbrfrCwn"de www.eaw¢i uomAighwig chanes ktl,out,,Oi a 2015-11-0215:38:27 OFFICE LOCATION: � f ' 'zz'1_ MAILING ADDRESS: Town Hall Annex �; P.O. Box 1179 54375 State Route 25 � �a� `'„LL Southold, NY 11971 (car. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 17, 2015 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Request for Approval Extension for Hudson City Savings Bank SCTM#1000-122-3-17.1 Dear Mr. Pawlowski: I am writing as a follow-up to the Planning Board Work Session held on November 16, 2015 where the above-referenced approved/expired Site Plan was discussed. 1. Before the Planning Board can extend the approval of the Site Plan, the following items are required: a. Complete the renewal of the approval received by the Suffolk County Department of Health Services (SCDHS). Once this is received, please submit a print of the renewed Site Plan that includes the SCDHS stamp to this Department; b. Complete the renewal of the Highway Work Permit issued by the New York State Department of Transportation (NYSDOT). Once this is received, please submit a print of the renewed Highway Work Permit to this Department; c. Provide a Photometric Plan pursuant to §172 of the Town Code for all proposed exterior light fixtures; d. Provide a rendering and dimensions for all proposed exterior signage. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cumming Planner Southold Town Planning Board Work Session - Novemuer 16, 2015 - Page 2 Project Name: M C11 zoni,-500 Sou11 ndview Dri ' ve, � SCTM# 1000-13-2-8.2 . Location:. 500 Soundview Drive, approximately 782' to the north of NYS Route 25 and 256' to the east of Sound ViewDrive, Orient D 11 e 11 s 11 c 11 ri11 ption: This proposal is for a Standard Subdivision o 11 f a 22.94 acre parc11 el into 5 lots where Lot 1 = 2.27 acres, Lot 2 = 1.67 acres, Lot 3 = 2.13 acres, Lot 4 = 0.59 acres, Lot 5 = 16.28 acres inclusive of a 1.21 acres right-of- way, 8.58 acres of Open Space and 6 acres of a Conservation Easement held by the Peconic Land Trust (PLT) located in the R-80 Zoning District _,_Status: e ... Conditional Sketch Approval _ . ... � _.._ _.. _.... Action: Review for Preliminary Plat Application completeness. ...... ts: Staff Report Attachments: Project name: Ski Standard Subdivision SCTM# 1000-10-10-8.1 Location: On the corner of Montauk & Oriental Avenues, approximately 1,800' east' of Peninsula Road, Fishers Island Description: Standard Subdivision of a 4.98 acre p parcel .... Descri . p ' p into two lots where Lot 1 - located in the R 80 Zoning District. . . . 3.05 acres and Lot 2 = 1.,93 acres loc ... Status: = Final Approval Action: Review revised Final Plat for re-endorsement. Attach.. r . . . _. _ .. ..... ments. Staff Report Project Name: Commercial Solar Energy SCM#: 1000-96-1-17.5 Production System at Southold 055 Cox Lane, Cutcho � Location � 61 wn Landfill gUe. Description: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial o nine District. Status i Pending Action: Review referrals. Attachments: Staff Report Pro ect Name: Hudson � � City Savings Bank ( „SCTM#; i 1,000-1,22-3-17.1 � Location: 1152 0-117 50 Main Road, 508 ft. e/o Bay Avenue, Mattituck Description: This Site Plan is for the proposed construction of 2 buildings totaling 13,227 sq. ft. where one proposed two story building is 9,500 sq. ft. of office space and the other proposed one story building is 3,241 sq. ft. for j a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status: Expired Site Plan Action: Discuss Extension of Site Plan Approval. { Attachments: Staff Report Soutnold Planning Department Starf Report Site Plan Application Work Session — Request for Approval Extension Date: November 16, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Hudson City Savings Bank Plaza Applicant: Formerly Daniel C. Mooney; currently Paul Pawlowski Approved: September 14, 2009 Tax Map Number: 122.-3-1.2, 2, 5.1 & 17 Project Location: 11570 Main Road Hamlet: Mattituck Zoning District: Split zone of B / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.9 Building Size 12,741sf proposed build-out III: Analysis This approved site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck; new SCTM#1000-122-3-17.1 A. Approved a. Two —story 9,500sf office/medical office building; b. One — story 3,241 sf bank; c. Parking: i. Bank: 33 ii. Office building: 40 iii. Required: 73 iv. Provided: 63 with (3) land banked stalls and space for 10 queuing parking; d. Photometric Plan provided on page three (3) of the site plan is not conforming to current Code standards for §172 for exterior lighting; e. The plan includes a cross access easement to the property to the east; 1 B. Bulk Schedule: B Zone ............. .............. Required Proposed Front Variable (100') 52'-5"; 81' (bank) Side LVY)__. 25' 17141 Side .(p 25' (50 combined) 431-5)) Rear 35' > 35' 1. Lot Coverage i. 30% maximum ii. 15.8% proposed 2. Landscape Area i. 35% minimum ii. 44.3% proposed C. SEQRA— Unlisted; on October 20, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act 6 NYCRR Part 617, performed a coordinated review of this unlisted action and as lead agency, made a determination of non-significance and issued a Negative Declaration; D. Zoning Board of Appeals (ZBA) on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions: a. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone on the remaining residential portion of the parking lot (except for handicap parking). b. Lighting to be shielded to the ground in the parking lot; E. New York State Department of Transportation (NYSDOT) issued approval of the Highway Work Permit for the action and is currently expired; F. Suffolk County Department of Health Services (SCDHS) approval granted February 25, 2009 for non-medical/medical office building @ 1145gpd and expired February 25, 2012; V: Staff Recommendation 1. Accept the request for extension of site plan approval if the applicant provides the following to the satisfaction of the Planning Board: a. Renewed NYSDOT highway work permit; b. Renewed SCDHS approval; 2 c. Revised photometric plan pursuant to §172 for exterior light fixtures; d. Provide renderings/dimensions/lighting of all proposed exterior signage; 2. The next available Planning Board public meeting is December 7th. Consider the extension time of one (1) year to December 2016 to complete construction as requested by the applicant. 3 To Whom It May Concern: re: Planning Board 10/29/15 _t I would like to request a site plan extension for the following site 1o')C Y 2 9 2(1 Guy 11700 Main road Mattituck lannoutt� oar Tx Maps #'s 1000-122-03-1.2 1000-122-03-02 -.e o (J 12 -Z 3 _� 7, ` 1000-122-03-5.1 1000-122-03-17 With the site plan I would like to request a 12 month extension, please let me know what you need from me in order to do so. I will meet with planners in the immediate future to discuss and code changes that may apply Regards Paul Pawlowski Pia 01— Kr 4 MI J m y "6 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SUBIMAL CHAKRABORTI, P.E. JOAN MCDONALD REGIONAL DIRECTOR COMMISSIONER December 6, 2011 Ms. Mary Ann Mendez, Attorney-in-fact The Hanover Insurance Company 440 Lincoln Street Worcester, MA 01653 Your November 16, 2011 Notice Bond No. BLY_8217820 End of the Road LLC dba Hudson City Plaza NY 25, Mattituck Our Case No. 08-172P Highway Work Permit No. 20101017924 Dear Ms. Mendez: This is in regard to your Notice of Cancellation concerning the surety bond that was posted for the referenced project. Please be advised that the above referenced Highway Work Permit has not yet been accepted as complete. As per the surety bond requirements you may not close out or cancel this bond without a release from our Agency. Please have the principal contact our field representative to ascertain what is required to have the permit closed out. Once we are notified by our field representative that work has been satisfactorily completed, we can issue a release and return the original surety bond to the principal. Our field representative for this location is Mr. Kevin Matthaei and he can be reached at (631) 727-1731. Questions concerning this matter may be directed to Mr. Mark Wolfgang at (631) 952-7973. Please refer to the subject case number or Highway Work Permit number in all communications. Thank you for your cooperation concerning this matter. Very truly yours, � C4 r'' 11 SHNIK A„ SAND, P.E. Civil Engineer III. Traffic Engineering and Safety Ms.Mary Ann Mendez December 6,2011 Page 2 of 2 Cie.* Yr. Peter Harris, Superintendent of Highways, Town of Southold v1\1r. Martin Sidor, Planning Board Chairperson, Town of Southold SAS.MDW:mm MAILING ADDRESS: PLANNING BOARD MEMBERS �, 'r3 � P.O.Box 1179 MARTIN H.SIDOR ,, °' Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 JAMES H.RICH III DONALD J.WILCENSKI ' (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 18, 2011 Daniel C. Mooney, P.C. 11700 Main Road P.O. Box 702 Mattituck, NY 11952 RE: Hudson City Savings Bank Site Plan SCTM#'s 1000-122-03-1.2, 5.1, & 17 11500, 11600 & 11700 Main Road, Mattituck Dear Mr. Mooney: It has come to our attention that the construction at the Hudson City Savings Bank Plaza on the Main Road in Mattituck has been halted for some time. As you will recall, in order to satisfy the Town's objectives under Section 280-129 of the Town Code, the approved site plan for this property was conditioned upon the installation of screening and landscaping to protect landowners of the adjacent residentially zoned parcels. Those conditions were accepted by you in accordance with Section 280-131(1) of the code. At this point, it is clear the building construction on site has been substantially completed but the requisite buffers and landscaping have not been installed. The Planning Board is concerned about the health, safety and welfare of the adjacent residents, and also the unsightly appearance of the project from the road. We are hereby requesting that the landscape screening required as a buffer to the adjacent residences be installed immediately to reduce the adverse effects of the remaining construction on those residents. In addition we also request that all additional exposed soil be seeded with grass or some other temporary plant to help reduce dust and dirt from blowing into the neighbors' yards and adversely affecting their health, safety and welfare. i Daniel C. Mooney, P.C. April 18, 2011 Page Two In addition, we would also ask that the site be completed and secured at least to the point where the construction trailer and construction fence can be safely removed or moved away from the street. If this is not possible, then we would ask that you propose some other solution that would either screen or remove the construction trailer and fence while maintaining the necessary security of the site. If you have any questions regarding this, please call the Planning Department. Sincerely, Martin Sidor Planning Board Chair cc: Martin Finnegan, Town Attorney 1 r i l If9 Hudson City Plaza P.O.Box 731 Fast Marion,N.Y. 11939 (631)477-9545 dcmooney®optonline.net May 24, 2010 Re: 122-3-17.1 11650 Main Road,Mattituck, Planning 9oard, Town Engineer Building Dept. Town of Southold Town Hall, MAI ) h Southold,New York 11971 Madam/ Gentlemen: Enclosed herewith is a copy of the approved site plan upon the westerly side of which has been drawn a line from the existing retaining wall to approximately the rear doors of the building to the West which is owned by Six Kings, llc. In one of our original submissions to the Planning Board we had provided for this wall but, at the insistence of the Board the plan was modified to remove this (apparently due to the fact that it was thought this would impact on the proposed 'crossover"between the two parcels. However, now that the elevations have been set on our parcel, it is evident that, without a retaining wall water and earth will flow onto the westerly parcel. Stephen King, A principal of the Llc has spoken to Mr. Richter and rightfully explained his concern about the situation. After several discussions ( between Mr. King,myself, the contractor and my conversations with Ms. Winzer and Mr. Richter)it has been agreed that we will install the wall and a vault to catch the water nearer the Main Road which will be piped into the existing Drainage shown on the plan to the South. Prior to this construction I am requesting not only you approval but also that of Six Kings, Llc. which,of course is impacted by this. If all agree we will proceed and of course, ask Mr.Richter for his approval prior to the completion of construction. Thank you for your consideration. Very tr yo' LI LIrs, Daniel C. Moi rr.ey cc: Glenn Heidtmann and Sons Six Kincs 11c. James DeLucca The proposal as outlined above is agreeable to Six Kings,Llc .......... _....�..... Date:May , 2010 M k)UA kg®110069t,-9k L N 'NI OOC, + �.... � 40013 a'd3'— uAoft Oo nOVJ Iv) 30V83AV H11M d001 . j1 4 4 h. ° JL �b Xle 11kck� e o � C,1P7.� s`i m y, Lx' I%A%A%Jwl I %-IILY r-1414d P.O. Box 7.31 TTL East Marion, N.Y. 11939 0111 (631)477-9545 �rb dcMooney*optonline.net James Richter May 6, 2010 Town Engineer Planning Board Building Dept. Town Of Southold Main Road, Southold, New York 11971 Re: Hudson City Plaza, 122-03-17.1 Madams/Gentlemen: 'I'l�lis will cGrIfirin that when Mr, Richter visited the above site to inspect the drainage whicl, Ile approved as installed lie took exception to the Nicoloc retaining wall which the plans specified be blt along the SoLithwest comer of the parcel as, hebelieved the wall as specified t lot withstand presstil-c- from a large vehicle being that it was only about two and one halfmigfeethJionj the parking area . Fle requested that we propose an alternate solution which we did, That. SOILItion, a wall consisting of some 48 thirty seven hLindi,ed SCUlptin-ed blocks has been installed inspected and approved by Mr. Richter, WC would appreciate your filing a copy of 1111s letter in your file, should any question arise in the fir tare. Once again, thanks to each of you for your assistance. Ver "Lily yotirs, 47 M, Mooney�, CC. James Delucca Glenn Heidtmann &IA Y 0 2010 Southold Town Planning 1341rd Work Session Agenda — Paaefwo —August 31, 2009 . _ Project name: Hudson City Savings Bank 1 SCTM# 1000-122-3-1.2 .- ...... Location: 11520-11750 Main Road, Mattituck Description: This site plan is for the proposed construction of 2 buildings totaling 13,227 sq. ft. where one proposed two story building is 9,500 sq. ft. of office space and the other proposed one story building is 3,241 sq. ft. for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status: Site Plan Review Action: Review e-mail from applicant, draftresolution & NYS DOT Approval. ... .. Attachments: Draft Resolution, E-mail, & NYS DOT Approval .. _. Project name: Briarcliff Sod, Inc. Conserv. SCTM#: 1000- 97-10-1, 85.-3-12.1, 85- 3-12.2 Location: s/s/o NYS Route 25 and the n/s/o Leslie's Road, approximately 1,500 feet e/o Bay Avenue, in Peconic Description: Conservation Subdivision of a 24.97-acre parcel into three lots where Lot 1 equals 1.71 acres, Lot 2 equals 1.71 acres and Lot 3 equals 21.55 acres from which the Development Rights to 21.22 acres have been purchased by The County of Suffolk for the purpose of farmland preservation. ... Status: Conditional Sketch Approval Action: Review draft resolution. Attachments: Draft Resolution ......... Project name: Cichanowicz, David SCTM#: 1000- 85-3-10.2, 97-10-2, Location: s/o State Road 25, 1,506 feet e/o Indian Neck Road and Wo Leslie Road, in Peconic . ........ .................. .................................-- Description: This proposal is to subdivide a 24.82 acre parcel into 4 lots where Lot 1 equals 73,336 sq. ft., Lot 2 equals 73,336 sq. ft., Lot 3 equals 19.415 acres upon which the Development Rights have been sold to the County of Suffolk, and Lot 4 equals 2.0 acres. Status: Conditional Sketch Approval Action: Review draft resolution. Attachments: Draft Resolution Project name: Sutton, Alexander & Tracy . SCTM#: 1000-78-9-54, 78-9-78 ....... Location: 111.56 feet northeast of Liberty Lane and Victoria Drive Southold Description: This proposal is for a standard subdivision where two parcels, SCTM#1000-78-09-54 (1.82 ac.) and SCTM#1000-78-09-78 (0.624 ac) will be re-subdivided into two new parcels. Proposed Lot 1 will be 61,899 s.f. and proposed Lot 2 will be 44,587 s f. in the R-40 Zoning District. Status: Sketch Approval Action: Review new submission. Attachments: r f.tA'cEuioF)' 'ri STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 www.nysdot.gov SUSIMAL CHAKRABORTI, P.E. STANLEY GEE REGIONAL DIRECTOR ACTING COMMISSIONER August 25, 2009 Mr. James V. DeLucca, R.A. 12 Linda Lane I ast- RiverheT-,&- 11901 ,� ' _ - t Your August 14, 2009 Submission Hudson City Savings Bank Plaza F„ NY 25, Mattituck S TM# 1000-12200-0300-001002 &017000 Case No. 08-172P Dear Mr. DCLUC This is in regd to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. Mr.James V.DeLucca • August 25,2009 Page 2 of 2 All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount: 25,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: Perm 17,Perm 33,Perm 44 cc: W. Peter Harris, Superintendent of Highways, Town of Southold r. Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:ajf A 0 Submission Without a Cover Letter Sender: A + (M- Subject: 1J-d i) S o SCTM#:.1000 - Date: AUG 2 0 2009 I �' I �G " Comments: C W(2-t c�� ( STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. STANLEY GEE REGIONAL DIRECTOR ACTING COMMISSIONER July 24, 2009 Mr. James V. DeLucca, R.A. 12 Linda Lane East Riverhead, NY 11901 --- +: 1 Your June 9, 2009 Submission Hudson City Savings Bank Plaza NY 25, Mattituck SCTM# 1000-12200-0300-001002 & 017000 Our Case No. 08-172P Dear Mr. DeLucca: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. The introduction of the left turn lanes for both directions of travel are not designed to current standards. We have attached some diagrams for your guidance and we also recommend that you consult our pavement marking standard sheets which are available on our website at www.nysdot.gov. 2. There are too many left turn pavement marking arrows. The word "only" should be shown installed straight and it is not needed for the NY 25 westbound left turn. 3. See attached marked up plan. Please submit four (4) sets of revised plans. In your response letter, please state how the above comments are addressed, item by item. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Please always refer to the subject Case Number and the County Tax Map Number. • + Mr.James V.DeLucca • July 24,2009 Page 2 of 2 Thank you for your cooperation concerning this matter. Very truly yours, Origin! Sitned By Shaik A. Sand SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: Marked up Plan;Left Turn Lane Markings cc: Peter Hams, Superintendent of Highways, Town of Southold r. Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:ajf WORK SESSION AGENDA S THOLD TOWN PLANNING BOAS Monday, July 13, 2009 4:30 p.m. 4:30 p.m. Applications Site Plans Project name: Joint Industry Bd.(Santorini) �CTM�1000-83_2-17.3 Location: 3800 Duck Pond Road Cutchoc�ue _ Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status. —� Site Plan_Review Action: Review Negative Declaration. Attachments: Ne ative Declaration- -- ---- Project name: _f Hudson Ci Savings Bank Plaza CTM#_ 1000-122-3-17.1 —I Location: _ 11520-11750 Main Road, _Mattituck Description: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two-story building is 9,500 square feet of office space and the other proposed one-story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck. Status: Final AQproval Action: Review lankuage in resolution_ — Attachments: Draft Resolution Subdivisions l r--------------------------------- ---- - -I Project name: Onufrak, Peter & GloriaSCTM#_1000-114.=5.1 — Location 1500 Mary's Road, Mattituck Description I The property is located on the n/e/c/o CR 48 and Mary's Road in Mattituck. F Status: _ , Conditional Preliminary Approval/ Final Public Hearin Held/Closed -- LAction. -- -- Discuss Park and Playground Fee j Attachments: I Draft Resolution --- -- ---- -.. ----- - ---- - —Project name:name: Sutton Standard Subdivision SCTM# T1000-78-9-54 & 78 ---------------------- i-....--a-- - -- - - -- - - ---.-_.__------------------_.-.--_.-�----_-_ .-.---------- ---- II Location: 111.56 feet north-east of Liberty Lane and Victoria Drive, Southold - --- --_---------------- - --- ---- ------- ----- ------- -._.-.. Description: This proposal is for a subdivision of a 2.444 acre parcel into 2 lots, SCTM#1000-78-09-54 and 1000-78-09-78. The lots have been j previously merged. Lot 1 would be 61,899 square feet and proposed Lot I -- 1 2 would be 44,587 sq. ft in the R-40 Zoning District. Status_ - -- ----- -- Sketch Approval 1 Action; Discuss up-dates_ -..-- -- Attachments Hand Out -- - _.. .- ----... Planning Board Work Session Agenda Page Two July 6, 2009 Prgect name: Karen Mazzaferro Standard Subdiv. CTM#: 1000-63-1-12 Location: T_he proper—yt is located on the east side of Horton's Lane, in Southold Description: This proposed standard subdivision is to subdivide a 4.28- acre parcel into 3 lots, where Lot 1 equals 41, 994 sq. ft., Lot 2 equals 43,631 sq. ft., and Lot 3 equals 90, 023 sq. ft, in the R-40 Zoning District. Status: _ ORen _ Action:_ __ Grant Sketch Approval Attachments_ Draft Resolution _ —_— Project name_— Hudson City Savings Bank Plaza 1 SCTM#: 1000-122-3-17.1 Location: 11520-11.750 Main Road, Mattituck Description: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning districts located approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck. Status: _ Final Action _ _ Review draft resolution for final approval-- Attachments: Draft resolution Pr_o ect name: Onufrak, Peter---&--G- loria SCTM#: 1000-114.-5-1 --- - - Location:_ 1500 MA's Road, Mattituck Description: The property is located on the n/e/c/o CR 48 and Marys Road in _ _ _ _Mattituck. Status: Conditional Preliminary Approval/Final Public Hearin Held/Closed Action: Consider Conditional Final Approval -------------- ------------------------------- ------------------- --- Attachments: Draft Resolution Page 1 of 1 Winser, Kristy From: dcmooney@optonline.net Sent: Wednesday, April 08, 2009 12:27 PM To: Winser, Kristy Cc: heather.lanza@town.southold.ny.us> Subject: Hudson City-Mattituck Happy Easter to all. Just to keep you up to date I believe you received the DOT letter about the left turn lanes on the Main Road. As you may know the Road is 34 feet wide. This makes the turn lanes possible as long as the DOT does not require a four foot shoulder/bike lane . It it does the cost of this project (which is in the $2,000,000.00 million dollar range goes up by between $300 to $500,000.00 which will basically doom the project as the rents (even in a good economy) will not cover the costs. We would have to move the poles and the SCWA water mains as well as do new drainage etc. In reality this is (or maybe) an outrage at this late date. We have a meeting at DOT in Hauppauge on Thursday the 16th at 10 AM in the event you would like to or could add some input. It is really a shame that they came up with this at this late date. As you will recall we moved the buildings and driveway to accommodate the DOT.When we met at the site with them about a year ago nothing was said about turn lanes.Any help you could give would be appreciated. Dan 4/8/2009 M.C64510R �V\1� `J STATE OF NEW YORK 1 ' - i DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 1 www.nysdot.gov SUBIMAL CHAKRABORTI, PE. ASTRID C. GLYNN REGIONAL DIRECTOR COMMISSIONER March 25, 2009 Mr. James V. DeLucca, R.A. 12 Linda Lane East Riverhead, NY 11901 Your January 31, 2009 Submission Hudson City Savings Bank Plaza NY 25, Mattituck SCTM # 1000-12200-0300-001002 & 017000 Our Case No. 08-172P Dear Mr. DeLucca: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. Thank you for providing a site plan that contains sufficient information to provide a comprehensive review of the projected impact to the State Highway system. Our review has concluded that NY 25 eastbound and westbound left turn lanes should be installed at this four-way intersection. We recommend that these left turn lanes be installed as part of the traffic mitigation for this site. That may require re-construction of the north shoulder if the pavement structure is not to traffic bearing standards. Please revise the plans accordingly. 2. The drainage item for the Type M structure shall be listed on the plans. We recommend a M2285 structure at this site. Please address this issue on the plans accordingly. Please submit four (4) sets of revised plans. In your response letter, please state how the above comments are addressed, item by item. Mr.James V.DeLucca • • March 25,2009 Page 2 of 2 Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Please always refer to the subject Case Number and the County Tax Map Number. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By SIiaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Hams, Superintendent of Highways, Town of Southold � Mr. Martin Sidor, Planning Board Chairperson, Town of Southold Vr` S. Heather Lanza, Planning Director, Town of Southold SAS:MDW:ajf • • �5Lb / Submission Without a Cover Letter Sender: , 48 Subject: i4v 8'so 1I1 SCTM#: 1000 - lzZ-3 - Date: - Comments: � P ° ' - l "A , COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY ExEcunvE DEPARTMENT OF HEALTH SERVICES HUMAYUN J.CHAUDHRY,D.O.,M.S. COMMISSIONER PERMIT CONDITIONS Health Services Reference# C/o- oS'- Door Project Name /-/AOS lr.t The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department most be notified at least 48 hours In advance to schedule an inspection by calling 852-5754; and excavation inspections most also be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Ofce of Consumer Affairs. This once can refuse to per inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. SEE PAGE 2 Project Name h6"'rn c,� -sWfs eq-11 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For fiuther information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form W WM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the inspection.) .E34atisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. (Call 852-5754 to schedule an inspection.) Satisfactory inspection of the water supply system by: .Office of Wastewater Management(Call 852-5754 to schedule an inspection.) ❑ Office of Water Resources,Water Quality Unit(Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control(Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other. ❑ Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) Four(4)prints of an As-Built plan ,Q ``Tap letter" from water district Certification from the licensed sewage disposal system installer ❑ "S-9 form"from Suffolk County Department of Public Works(SCDPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis Certification of Sewage Disposal.System Abandonment(form WWM-080) ❑ Design Professionals Certification of Constructed Works(form W WM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls(approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: W WM-016 (Rev. 10/02/06) Page 2 of 2 0 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Tuesday, March 3, 2009 4:00 p.m. 4:00 p.m. Subdivision Applications Site Plans: Prect name: Southwold Manor SCTM 1000-63_3-15 ------- CLocation: North side of Main Road, approximately 829' east of Boisseau Avenue, int _ Southold_ Description: This residential site plan is for the proposed construction of a 27-unit active adult condominium community consisting of eight (8)residential multiple dwelling buildings, four buildings with a footprint of 7,573 s.f., and four with a footprint of 7,695 s.f. Each building contains three units ranging in size from 2,700 s.f. to 2,958 s.f. The site plan also includes the conversion of an existing single family residence into three (3) affordable housing units, one at 891 s.f., and two at 1,121 s.f., a 370 s.f. detached i garage, a two-story, 2,246 s.f. amenities building and a swimming pool and deck area covering 2,887 s.f. on a 6.75 acre parcel in the Hamlet -� Business Zoning District. Status: _ SEQR Review _ Action: Review consultant report on SEAR Attachments: __ Consultant's SEQR report_ and Part II EAF Pro ct name Hudson City Savings Bank Plaza. SCTM#: 1000-122-3-17.1 _ ___' Locata o Located approximately 50.9' east of Bay Avenue, on the south side of I NYS Road 25, in Mattituck. Description: This site plan is for the proposed construction of 2 buildings totaling i 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-401 _ Zoning Districts - ---- ------------------------— ..--------- ----- — l Status: Waiting for outside agency approvals (public hearing_dont — - Action: Schedule for final approval on 3/9/09. — - — — — Attachments: None -._-.--: _ _ _ Project name: eds and Borders 1 SCTM#— 1000-127-2-2.1 -. — __ — - Location. 600 Laurel Lane, Laurel ---- - - - - - -- -- -- -- Description: I Open a garden center on a 15 acre parcel with e? sti g_greenhouses Status: SPUD -- __. _ _- Action_ _ Make a determination as to whether site plan is required or not. I t Attachments. None l • MAILING ADDRESS: PLANNING BOARD MEMBERSF SOP.O. Box 1179 �1L JERILYN B.WOODHOUSE O��Opjyo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR H Q 54375 State Route 25 GEORGE D.SOLOMON -`:0 (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND 'm' Southold, NY 111, 0000 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 8, 2009 Mr. James V. De Lucca, R. A. 12 Linda Lane East Riverhead,N.Y. 11901 Re: Proposed Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B &R-40 Dear Mr. De Lucca: I'm writing to inform you that the site plan referenced above currently reflects a total building area of 12,744 s.f., with one medical office building of 9,500 s.f., and one bank building of 3,241 s.f. It should be noted that the Planning Board is aware that the office building has decreased by 197 s.f., having a total of 9,500 s.f., and that such change was not deemed significant enough to re-open SEQR. Therefore, the Town of Southold negative declaration determination remains valid for this project. Should there be any changes to those building sizes, the Planning Board will notify all concerned agencies. If you have any questions regarding the above,please contact this office. Very truly yours, _ Kristy mser Senior Planner CC: Planning Board 4 i James V. De Lucca,R.A. 12 Linda Lane East Riverhead, N.Y. 11901 (631 ) 727-1611 FAX COVER Date: / Z71G 9 To. HE09 7W rl ' /l�, L�it/z/G�I-7//9NN.iV-4 DIeEGTo—e From: //MES y F 4164 Re: OSOn/ G /7Y S/9 V4,W65 jANK Comments: A$ PER C/JR R//OA/Ar Gdpey"647-10AJ 7-04WY, 'f"NE fIIFFOA& GoLlNTY aEP047AfA' 17". OF 11&.4t7jV sEQY/L�$ QlrQv/PES A t jr--7Ve "oAj yo v/ ss/o woN,C. 7-Wr 4o«cc.7- SQ!/.9?� foo7'�lr.0 O� THF �O.e'O�SLrA BV/LdiNGS, Q<'rAre P/0 Tr do.v >Ha Ewctasco 0,<.P. a—lbr "/f 7-HE S• G?/I OESG.�P//�T/ON OF ACr/ON /E 77'O.Z THE- �<oAI-v#Vp/d = 7PAeS AI4& 7Z 06 oAl yOVk L� 77;�.P ; Z Bwcbnws ,7�►4/�v6 i�, ?Z7.SaD, F'r S'fi/ovto 6E /Z, 74qSi*. FT, 7ieJo S72i?y �v�tD��/a �i 9BG sG1, f7: SMarrL/7 'BE g.�G17 5t3( FT fir' F.•V /CSE eWf Sraay Qv/101md 3, z.41 sm. r sHov4D Be 3, 29154. Number of pages including cover: 01,9/I5f GALL ME k,1,9 ^/. 7*,r 40rr.,krP /5 Co�pL�T n, T cv•tL p/cK -7-V VP. 7-NA"Ve T�VIr// s 11 • 0 WWM-006(Rev.5/06) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE.SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 2 (631)852-5700 GMZ NOTICE OF INCOMPLETE APPLICATION-COMMERCIAL TO: James V. DeLucca RA PROJECT NAME: Hudson City Savings Bank Plaza Linda Lane East Riverhead,NPw York REFERENCE NO.: CM-08-0005 RCTM NO.: 1000-122-3-1.2.2, 5.1, 17 Your submission for the referenced project has been reviewed. This ofilce will require the following for further review and/or ■ roval: Completed Application W WM-004 El Engineering Report ❑Processing Fee$ due ❑ Article 6(Subdivision)Approval ®SEQRA Determination-Town: age note 1 ❑ Water Quality Approval/Well Water Analysis ❑Comploted Short Environmental Assessment Form Pollution Control Approval for sanitary abandonment Wetlands Permit or Waiver-NYSDECrfown SCDPW/Sewer District Approval Town/Village Zoning Letter Review Board Determination:Notice of Non-Conformance ❑Rcstrictivc COVenanta for: ❑P.) ./R.A.Certificatiuu of Existing Sanitary System SPDES Application form D ❑Certificate of Authorization or Disclaimer Public Water and Sewer Availability Letter 11 INFORMATION MISSING AND/OR CORRECTIONS R,EouIRED ON PLANS ❑Suffolk Cuunry Tux Map Number ® Storm Drainage Structure Locations: sex note 2 ' ❑Metes and Bounds Description Gallons/Day/Acre Sewage Discharge Lot Size/Rey Map Sewage Disposal Design Calculations: see note 1 &3 Distance to Cross Street ® Location/Layout of Sewage System: see note 4 u Location/Date/Results of Test Holes ❑ Profile/Dotaila of Sewsrc Syatcm ® Floor Plans: for all buildings and floors ❑ Sewage System Invert Elevations ®Gross Floor Area of Building(s): see note 1 ® 50%Expansion Area for Leaching Pools:see note 3&4 ❑All Surface Waters Within 300 ft. ® Water Service Line Location(s): see note 2 ❑Topographical Contours(5 ft.interval) ❑Private Well Details and Location ❑ Neighboring Wells within 150' of Property (or ❑ Profile/Details/Location of Water Supply System Specify that there are none) Existing Building, sewagell'i system location(s) ❑ Signature and Seal of Design Professional ❑ 5"X 7"Clear Area for Deparmrent Approval ❑ ® Other:'Projxt does not conform to Department Standards. See enclosed Notice of Non-Conformance, ® Comments: 0 Kill the following did' ancties between the SEORA det .nation anted to site-1.-. the SEORA states the offue building to be office soave, however rhe site Plane now reflects medical offices the sesta l footage of rho medical office brltldmg is shown as 99§6sf on the SEQRA and only 9500sf On the site plan. providea set of floor plans for each building and show the to=.footage of enrh flour. Portlier Provlde a corrected SSORA determination (2)Avoid croeaing of the sto-nn drainage and w ]m to se storm 1 out. F or a storm drain line must a minimum f 5' a m a s i sewer in and/ wester line. revise (3) ew;s. the L talc's. the deaf pw�riast be divided by 1 5 (not muldnliedl further it iRRw that the mel but jug has an insufficient amount of leaching revise talc's (will Also re.uire ad itionnl in LP' Also the ST ahown for bank to be ovordesimted die minimums S , i m 80 4' LD - 100 ellen os of if t be on state len "ST overdesi ed a licant" 4 The tnexitnum awl pe of the vxark for 20 around a P is 5% smmn die- a of the bank build.. Eslone is larger than 5%,LeJx 9a/,) revise the oding or extiansion LPs houldr7331 as ter and be diroctl connect to the T LP locations. Further the CC: End Of The Rut. _ Post Office BREVIEWED HY: Bryan Grogan East Marion,New York 1.1939 DATE: December 29,2008 PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) MULING ADDRlt,48: PLANNING BOARD IEMNBZRSP.C.B=1170 JMnYN a WooDt MSS ��'� � Swtlwld.NY 11071 ct,�r ZMNNE.TM L r'DWAF= Team Hall Anne MART01MEN S L-OX ON 6"76 StMe Route 2tt JOSEPH L.TOWNSEND (cos.Main Rd.&Younp Ave.) ( $outhoK NY TelaaLono 431704-1088 PAM 62178&8138 PLANNING BOATM OFFICE TOWN OF SOUTHOLD Stabs Environmental QuaMV Review NEGATIVE DECL.ARATHM Notice of Determination Non-SignIncanas October 200 2008 This notice Is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8(Stats Environmental Quality ReviewAot)of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action desailbed below will not have a slgnMlcant effect an tha environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Hudson CRY Savings Bank SCTRW.. 1000-122-3-1.2,2, 5.1 A 17 Location: Appro)dmately 5W east Of Bay Avenue on the south side of NYS Road 25 in ' Matlituck. SEAR Staters: Type I ( ) Unlisted- (X) Conditioned Negative Declaration: Yes( No M DescriPULof Action: This site pian is for the proposed oonstruction of 2 buildings '. totaling 13.227 square feet where one proposed two story bi Tiding is 9.1186 square feet ) of office spars and the other proposed one story building W,3,241 square teat for a bank use with 86 proposed parking spaces on a.1.931 =M split zoned parcel in the General Business and Resklential40 zoning district New.SCTMN 1000-1223_17.1 formaly known as SCTM%.- 1000-122-3-1.2. 2, 5.1 & 17 Reasons Supporting This petermination: An Environmental Assessment Form has been submitted and reviewed and ti wars determined that no significant adverse effects to the environment wSre likely to occur should the project be implemented as planned. 90/00 39Vd h3NOOW a1NVQ 8660061 TE9T 8660 UMMI/TT HL James V. De Lucca,R.A. 12 Linda Lane East Riverhead, N.Y. 11901 (631 ) 727-1611 FAX COVER Date: i 7 a 9 To: _ HEA rN ? NJ, L�,✓2,0�/,��9•✓ni.✓�r Di��cTc From: Re: h/epS041 G t7Y ..SA VoW65 $ANS Comments: AS PER ovR p110A/E 4Co?+YEPs.97-10n/ >oZWY, 9"�1E s(iFFpL,r GvU•✓Tr I,7f�L94�9�N7". DF f✓E'AtTN SF.7V/LAS QEQII/QE5 A L BYT7cQ "e A4 yo r/, SNOO>IPI✓6 Thl6 coo ccc.7- SQf/19?L f007/941K Of' TNF �.!'0�5�D dv/LOii✓GS, Q�dNdlr i✓o'T! a.V 7'HC Gr.✓G Las co �,C.d.ly s �i'1�iP-Z�7�7M� 'w� 7"HE S G7/I OE5G�P/VT/Onr OF ' 44ZION 14F 77*,KR 7Ar 4aA,44, ,-A,4 -Teems AI4& T AgE ,�vtoPPm�.9T�v iA/ YOW L S 7711rR ; Z BvitprnY.s ,7aL./�YG /B. 727 .W, F"T, Sf✓PMtO 6E /Z, 944 SO• FT, 71/0 STp / BviLD�^/G `)� 9BG sq . FT S.4 PA,,e.� BE SG1� 5c3� FT ONE STalty BvitOiN6 �, Z.'� l SQ. fT SNvv4O ar 3, Z91 SQ, FT. Number of pages including 0" ' i't!FA/ TIDE G 77re /y w�L ,G7/c K s'T tri. W WM-006(Rev. 5/06) • • SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 2 (631)852-5700 GMZ 4 NOTICE OF INCOMPLETE APPLICATION—COMMERCIAL TO, James V, DeLucca RA PROJECT NAME: Hudson City Savings Bank Plaza Linda Lane East Riverhead,New York REFERENCE NO.: C10-08-0005 11,"M NO,: 1000-122-3-1-2. 2, 5.1, 17 Your submission for the referenced project has been reviewed. This office will require the following for further review and/or s royal: Completed Application WWM-004 ElEnginceiing Report ❑Processing Fee S due ❑ Article 6(Subdivision)Approval ®SEQRA Detaminatfon-Town: see note I ❑Water Quality Approval/Well Water Analysis ❑Completed Short Environmental Assessment Form ❑ Pollution Control Approval for sanitary abandonment HWetlands Permit or Waiver-NYSDEC/fown ElSCDPW/Sewer District Approval Town/Village Zoning Letter ® Review Board Determination:Notice of Non-Conformance ❑ Restrictive Covenants for: ❑ P.E./R.A.Cm tifivadwi of Existing Sanitary System ❑ SPDES Application form D ❑Certificate of Authorization or Disclaimer Public Water and Sewer Availability Letter INFORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS ❑ Suffolk Cuunty Tux Map Number ® Storm Drainage Structure Locations: see note 2 ' ❑Metes and Bounds Description ❑Gallons/Day/Acre Sewage Discharge ❑ Lot Size/Key Map Sewage Disposal Design Calculations:see note 1 & 3 ❑Distance to Cross Street ® Location/Layout of Sewage System: see note 4 ❑Lacation/Date/Rmults of Test Holes ❑ Profilc/Details of Sewage systotn ® Floor Plans: for all buildings and floors ❑ Sewage System Invert Elevations ®Gross Floor Area of Building(s): see note 1 ® 50%Expansion Area for Leaching Pools: sec note 3 &4 ❑All Surface Waters Within 300 ft. ® Water Service Line Location(s): see note 2 ❑Topographical Contours(5 ft.interval) ❑Private Well Details and Location ❑ Neighboring Wells within 150' of property (or ❑ Profile/Details/Location of Water Supply System specify that there are none) Existing Building, sewagelwater system location(s) ❑ Signature and Seal of Design Professional ❑ 5"X 7"Clear Area for Department Approval ❑ ® Other:Project does not conform to Department Standards. See enclosed Notice of Non-Conformance, ® Comments: (1)C)a�a j y the following discrepancies between the SEORA determination and the site plan: the SEORA states the offire building be office space, however tho site plans now reflects medical offices, the NM fpoftc of the medical offr building is showti as 9986sf on the SEORA and only 9500sf on the site plan Provide a set of floor plans for each building and show the 32=0 footage of cath flour. Further provide a corrected SEORA determ nation. (2) void cros igg of the storm drainage igLd w lines revise storm in la out. Further a storm drain line must be a min' um of 5' away from a s4nitary sewer line and/or water linerevise. MRevisc the LP c the design flow must be divi4ed by 1 (not multiplied) further it appears that the medrgal u=nee omiame has an!nsutrrcrent amoL,t of leaching area revise cal 's will rLso require ad itional exnansiom LP's). Also the ST awn for the bank aprxars tomi ,be overdesied the minimum size remiired by SCHT)Q is an 8'0 x 4' LD 1 00 gallon a0ty (if 2340esigned on state on plan "ST overdesigned by apvlicant") (4111e maximum slope of the for 20 around a LP is 5% currently n the area of the bank bu�ilone is larger than 5% (aimrox y%l revise the rg_adinner LP locations. Further the expanston LP's should be viDed as a Clu ter and be directly connected to the ST ut. _ CC: End Of The Road LLC REVIEWED Post OBY: Bryan Grogan Office Box 731 East Marion,New York 1.1939 DATE: Ddxember 29, 2008 i PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMMION(S) MAILING ADDRRSS: PLANNING BOARD AffimER9 ��j P.O. Amc 1179 JWLXN a.OOD90082 � ' 9outh*K NY 11971 OMCB LOCAUON� KENNETF!L.&DWARDB Town FIAH Asa, MARTIN H,WDOA dU75 State Scute 2ti 020RG8 D.eoLONON (cor"Main Bd.&Young Ave.) JOS87H L.TOWNSEND Southalc.NY t Telephone:e$1 7ei-1988 Fa= 62178&313a PLANNING EOAlt19 OFFICE TOWN OFSOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-SignIMMnce October 200 2000 This notice I9 issued pursuant to Part W Of the implementing regulations pertaining to Article 8(State Environmental Quality Review Act)of the Environmental Law. The Southold Town Planning Board, as bad agency, has determined that the proposed action described below will not have a significant effect on thA anvironment and a Draft Environmental Impact Statement will nut be prepared. Name of Action; Hudson City Savinps Bank SCTRW-' 1000-122-3-1.2t 2, 5.1 & 17 Location: Approximately 509' out of Bay Avenue on the South side of NYS Road 25 in Mattituck. SEAR Status: Type I ( ) unfew. (X) Conditions Negative Declaration: Yea( No (X) Description-of Action: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,988 square feet . Of office apace and the other proposed one story building W3.2.41 square feet for a - bank use with 56 Proposed parking spaces on a 1.931 acre split zoned parcel in the General Business and Reaklentlal-40 zoning disfflm NewSCTR4# 1000-122-3-17.1 formally known as SCTfAs: 1000-122-3-1.2. 2, 5.1 & 17 Rawson Supporting This determination: An Environmental Assessment Form has been submitted and reviewed and It was determined that no s1gnlMcant adverse effects to the environment were likely to occur ehould the projert be Implemented as planned. ge/08 39Vd A3OOW -13rNVC 866086LSE9T BE:60 898E/LT/TT • • Pagel of 3 Winser, Kristy From: Winser, Kristy Sent: Tuesday, November 18, 2008 1:54 PM To: 'dcmooney@optonline.net' Subject: RE: RE: RE: Hearing Nov. 17-Mattituck Ok Dan, thanks for the update. I'm sure we will be hearing from you soon. Have a good holiday if I don't hear from you before then. -----Original Message----- From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Tuesday, November 18, 2008 1:36 PM To: Winser, Kristy Subject: Re: RE: RE: Hearing Nov. 17- Mattituck Thanks for your reply. As I said last evening we have done the scrapings on the septic systems and will have the results within a few days and can submit them to SCDHS with the plan. We couldn't do that before we had some idea that the plan was finalized. In other words the approval is a few weeks away. With respect to the DOT Jim has to finalize their plan (again since we now have a final plan). Jim thinks this will take a little longer,but not too much so since we have met with them and they are on board with respect to the location of the driveway and we already accommodated their request to have it directly across from Pacific Street. He doesn't know their schedule but from the lack of projects it should not take too long. Dan ----- Original Message ----- From: "Winser, Kristy" Date: Tuesday,November 18, 2008 12:50 pm Subject: RE: RE: Hearing Nov. 17- Mattituck To: dcmooney@optonline.net > Dan, > I'm glad things went well. As quickly as we cant get approvals > from both health dept. and DOT a resolution can be passed >provided there are no comments or concerns from either of the > two. Please keep us posted so that we know when we can review > comments with the Board. This will then determine the date of the resolution. Thank you. risty Winser nior Planner vn of Southold Planning Department Box 1179 15 Main Road • • Page 2 of 3 > Southold, New York > Phone: (631) 765-1938 > Fax: (631) 765-3136 > Kristy.Winser@town.southold.ny.us > -----Original Message----- • From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] > Sent: Tuesday,November 18, 2008 12:28 PM > To: Winer, Kristy > Cc: Lanza, Heather > Subject: Re: RE: Hearing Nov. 17- Mattituck > Thanks to all. I was very pleased with the "quick" public > hearing. Hopefully things will move along now. Could I expect a >decision at the Dec. 8th meeting? As you know we have a lot of > grading to do and I really can't do anything until I have some >idea.. Again THANKS I know this has been an ordeal but the Board > and the staff have been a pleasure to work with even if at times > we were all frustrated. Dan > ----- Original Message ----- > From: "Winser, Kristy" > Date: Friday, November 14, 2008 12:40 pm > Subject: RE: Hearing Nov. 17- Mattituck >To: dcmooney@optonline.net > Cc: "Lanza, Heather" > > Dan, >> I will bring the renderings for you. So far the plans look > > alright. As discussed, Monday will only be the public hearing >> and if all goes well a resolution may be passed the following > >public 12/08/08 however, > > I just spoke with Mark Wolfgang at the DOT. It appears they > are > >waiting for a revised submission from you based on a June 16th > > letter requesting additional information. I was under the >> impression by you that this was satisfied and you were all set >> with them? > > I'm also looking for your SPDES Permit (Health). Do you have >> one or know of the status? I see in the file that a referral > >was submitted 4/30/08 but nothing after this time. Please let >>me know the status of these items as they are essential to >> expediting your application. I will keep you informed should >> anything else come up. Thank you. > > Kristy Winser > > Senior Planner 11/18/2008 • �A Page 1 of 1 P (0Ur`+IN ( Winser, Kristy �u��\ a5 V)4om 1 ) From: Winser, Kristy �5 jr\tf SRC p Sent: Friday, November 14, 2008 12:38 PM f ,�U� �p } �' �p UIe Vo �k \ I I To: 'dcmooney@optonline.nef \\\ �J Sc 4 � , a`S 01 (H C Cc: Lanza, Heather V) 101 J ar Subject: RE: Hearing Nov. 17- Mattituck R F U 1 Dan, 0- I will bring the renderings for you. So far the plans look alright. As discussed, Monday will only be the public hearing and if all goes well a resolution may be passed the following public 12/08/08 however, I just spoke with Mark Wolfgang at the DOT. It appears they are waiting for a revised submission from you based on a June 16th letter requesting additional information. I was under the impression by you that this was satisfied and you were all set with them? I'm also looking for your SPDES Permit(Health). Do you have one or know of the status? I see in the file that a referral was submitted 4/30/08 but nothing after this time. Please let me know the status of these items as they are essential to expediting your application. I will keep you informed should anything else come up. Thank you. Kristy Winser Senior Planner Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Phone: (631) 765-1938 Fax: (631) 765-3136 Kristy.Winser a town.southold.ny.us -----Original Message----- From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Thursday, November 13, 2008 1:08 PM To: Winser, Kristy Subject: Hearing Nov. 17- Mattituck I have gone over the site, lighting and landscape plans and I believe they contain all of the items we discussed at our meeting except for the timing of the lights in the parking areas.. We are agreeable to whatever restriction the Board wishes and will so state at the hearing. The ATM lights have to be on from dusk to dawn as per banking regs. I previously handed in two "artistic renderings" of the buildings. If possible could you bring them to the hearing so I could introduce them as part of the presentation? Thanks If you or Heather have any pre hearing comments please advise. Thanks. Dan Mooney 11/17/2008 Submission Without a Cover Letter Sender: M'O fJ iu e y Subject: c� Q- SCTM#: 1000 - I c7 v / Date: Comments: TT—C70— �y7 l V P� • �p S0��h;�Y, � �� Town Hall Annex DSO Telephone(631)765-18027 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ; • O Southold,New York 11971-0959 '� 1y00UNOV BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Jerilyn B. Woodhouse, Planning Board Chairperson FROM: Michael J. Verity, Chief Building Inspector DATE: November 10, 2008 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Hudson City Savings Bank Plaza Location: NYS Road 25, Mattituck SCTM# 1000— Section 122- Block 3 — Lot 17.1 Date: July 12, 2006 Revised Date: September 12, 2008 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USES *Bank and Office Buildinp ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED._.M.. . ,. * See ZBA # 6013 iv Michael J.Vertty Chief Building Inspector t;4 DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 dcmooney@optonline.net October 31, 2008 Hand Delivered Town of Southold Attn: Planning Board P.O. Box 1179 Southold, NY 11971 ', Re: HUDSON CITY BANK PLAZA -- - 1000-122-03-17.1 Dear Madam/Sir: Enclosed herewith please find a copy of the post office receipts of mailing, the original green cards, together with an Affidavit of Service, in the above-referenced matter. Additionally, please find a copy of the ZBA decision, dated October 30, 2008, with respect to the requested variances. As I informed your staff, I posted the signs on the Main Road and in front of 825 Johns Road on October 23, 2008. The Main Road sign will remain up until the hearing. Unfortunately, when I checked the Johns Road sign, it and the stand had been removed and is nowhere in sight. Accordingly, I have requested and will pick up a new sign which I will again post. I regret the inconvenience, but appreciate your staffs assistance. Thank you for your courtesy in this matter. Very truly yours, Daniel C. Mooney J DCM:nm Enclosures c: End of the Road, LLC PLANNING BOARD TOWN OF SOUTHOLD : STATE OF NEW YORK In the Matter of the Application of SCTM 1000-122-3-17.1 END OF THE ROAD, LLC (Mooney) Regarding Posting of Sign upon Applicant's Land AFFIDAVIT OF MAILING Identified as 1000; 122; 3; 5.1, 17, 1.2 and 02 STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) DANIEL C. MOONEY, being duly sworn, deposes and says: On October 23, 2008, I sent the attached notice, by certified mail, return receipt requested (the receipts and green cards annexed hereto)to the owners of record of every property which abuts and every property which is across the Main Road and Johns Road, Mattituck, New York 11952. DANIEL C. MO EY Sworn to before me this 31st day of October, 2008 NANCY K. MEIER Notary Public, State of New York No. 01-ME6038122 A" � . �E{ZhJ Qualified in Suffolk County NOTA PUBLIC Commission Expires March 6, 20_L3 �`�1j F {.. 0 0 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1 . That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-122-3-17.1 (formerly 122-3-1 .2. 2, 5.1 & 17); 3. That the property which is the subject of this application is located in the General Business and Residential-40 Zoning Districts; 4. That the application is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd FI., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, November 17. 2008 at 6:05 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: End of the Road, LLC/Hudson City Savings Bank Plaza Date: 10/22/08 U.S. Postal Service,,, U s. Postal .. Only.- .. �y ��}.}}� ��++ ,. ppSE �. �'t Y"lS 1 � a� r�u hSR IF, 1 M L U rq ��yy,, ,,A . rR Postage $ . YJC` 0. '''. 4 rr=1 Postage $ 0 7N• �� `p Certified Fee -Atha �� tT 'O Certified Fee ,�J.� ��-Pnstmark p Return Redept Fee ,� 0 Rehm Redept,Fee Mrs (Endorsement Required) } Here O ..4. , �"� (Endorsement Regwred) p Restricted Delivery Fee Z to (Endorsement Required) "aO.UO �, q, p Resbicted DelNery Fes `� til (Endorsement RegWred) '�.�� , �.� p.oc •«x� Q .- �M �j 1 � Total Postage&Fees $ ., lO,c /�(�� Total Postage&Fees ✓ • S p Sent r M p ant To Al L --- -- L, lit^ S 1. L- V 'l1 -� t` Poi, [� 3`b;iXb�7Jdi" -) 0 IJ j 13 .,l'•J— Box No. 40 W 6 sr'/N v2 E tip a D2- o PO Box No. l____________ _________ ._______-_._._. ....._.__.__.._.__. U ��:--K -------------------- �NE1. TGQ ftl,ANl�/'/c'�G HTS N( /Pi6 gy,smte,nw+ A7--rTJc FC /Y• /(cil� .•• "( Lin A ;trR • to ` { el C N!:1 ®g ra ,. (. �ga { g- ._ rR O Postage $ ra X395? rl $ J 0952_ p Certified Fee Postage , Pia/ p n? O Retum Recie t Fee CeNfled Fee R W ^ Postmadn (Endorsement Required) i,-{� Postman r� p p -13 Fiore� O Return Redept,Fee Here Reatdcted Delivery Fee M (Endoraenun,Required) p (Endorsement Requlretl) 91.0 p Restricted DeliverY,Fee � Vnf� Tata'Postage&Fees $' `Y� J 111 (Endoreement Regwred) ` rToPostage •1y�5. / M / �yr}8' rR Total &Fees p t, gimes;"�P'r oY�----•L al v, C3 - wroeo,, , N i EiA/ p santio w �k (tel E - p r . J t3J HiQ � -•-`` �"- - `- � City,Stere;ZiFti<'.:'------•--•---•X t or PO Box No. tJ Li K 7 J JJ^aFJ[, d Crty"sare,zwAl 1F-Y ( 1 tiG� N l� I Wt S :1r rr U.S. Postal ServiceT11 CERTIFIED MAII-Tr, RECEIPT Ln (DoMestic Mail Only,No Insurance Coverage Provided) Ni;PON 4"CIAL USE Postage $ c 'Jg,� n952 p 7 C3 Certified Fee M Rehm Reclept Fee r-: PosMerk (Entlorsemeof Required) ". Here . C3 Resabted DalhrerY . fn (E do Required) $0.00 �\:... . rT i Total Postage&Fees $ 10/23J2008 S p Sent O t 1.% 1. tH^ up e :: .ilk 5.�� G✓, --- p " �a 3weeaNr[riw; �Q B�7�rr3"� +r6w, .�reu•;'aa, aP0BaKw r 1' N I ------------ aps s"na"re:nw"d-----•-••--------•- --- Al 4-7-71-rcC 119l -. PS Foun 3800,June 2002 F •. r s +, 41��sk+Y�sP �$$Y �f <. -�.. � f f� � II Postal Servim,, /'y j-=r omestic Mail Only;No Insurance Coverage Provided) "47 --- --------- �. a CC) CERTIFIED MAIL,,, . ECE1 Ln D ....... fru '^'•Y�' 1� IAL L U •V i 84 /�'G/4j S` $ seaj VeBelsod lslol C- P. ."M $ c `=9•V'� 952 (Oe9nb8k11uewe51oW3) 4V•4$ eej/uevleD PeYMusetl C3 Certified Fee 03 � O - ..((��,, (pennbetl Iuewesropu3) O -ppsMerk y aeH �� 4��i,� eej tdeieetl wmetl Return Reelepl FeeHere 1 ,pewtmd p (Endorsement Required) �'. 1 �}, N` F{�)2 44I�• ee�lPeN14e0 � Restricted DelWery Fee k. www{G{G{,/�„ (EndusemeMRequlret) V.4 L C/ �ZS).,(.. S e6epod M rs.'f i Total Postage&Fees $ 5;'^•.3` 14i 23!2443 . � 10 ! �iAAA 7 C3 Sent To .n„ (� OcJ-f I : . n ' 1 qq / / orPOO=Na• PCS tJ JY- N -1 .._..---••--•-------•--.__...__ .................................... 'dnr••s'rere,TJw+/yN IT,Cftiv /�S a 0. n. PostalU.S. postal Service,- IL�. RECEIPT h.. N CERTIFIED- p ,t RECEIPT .. • ..- .-. rrq .. nit M TI M !�1�9 P' L USE fll MP. T •t49 ra PostT 49" n a _ Postage $ '.[�y' 492 �t Certified 4uC \� C3Dertfied Fee a�• +k•. 4' p Return Reciept �� •Here E3 r .. Postmark (Endorsement RequY 'p Return Redept Fee p'•J' � Here O Resuioted DeMery (i /'t (Endonenne flequlred) -YDS�W �LF1 (Endorsement Requ �p fleaulctedDelFrery,Fee (1'fni;j!23/^m (EndoreementRequired) $4.rJ4 -} TotalPostage& ` - Total Postage&Fees $ .4•� 14!23!2448 C3 p Sen ..r......................... ... -.�............ Sen(To a eWoxip ro // - / � ...........p t::-_ -------.HN--oa.--- - ,LPH orPOBoxNo. L _1. T ' 1 S,Reverse to,irstr,� :rr :r Ttiee Al. (4 — 1--•-KI-'— PS Form 3800,June -Q•--f-r-- -r'r`-•-L--1--t-/•1-C-R•/-J-t•7--,--/-V. -- c--- 2002 See Reverse for ir,sta,,,tions U.S. Postal Servicer,, Er CERTIFIED MAIL,, RECEIPT Postal ServiceTR Ln (Domestic CERTIFIED MAILTr., RECEIPT NZWI�M. Zen— ,n (Domestic Mail Only;No Insurance Coverage Provided) ru �g i� a _ Rn E ITi M 1 &� 8.S p Postage $ �. ....4� fi5".,2 a i q, M Certified Fee "1 .0•� Iq $ 01 n E3 Postage a 495 �S�j Realm fledept Fee `, C ostrnerk C3 Certified Fee Ors 43 li (End Required) $220 . Here C3 sC p p Resvityed Delivery Fee C3 Return Redapt Fee � - Lr) (Endersemerlt Required) $4,44 !� (End. Required) .rV \ Here-,' m , ✓\ -d L) flesMcted Delivery Fee Total Postage&Fees $ 5. ••� /?{}!te M (EndoreemeM Requ retl) $0.44 r3 San, o Tate)Postage&Fees $ $Z3p. 10123!2048 p S /X • A/ S 1 C r ,aaF ' C3 Sent To G fff r. re ap naea; p aPoBoxi � � aw_-__________----_----- ---------------------------------------------- 11 For I l- Y '' YtaArztr��rC Al /q1'd- - >� Zo o m > ❑ ❑ ❑ ❑ o VL 3 W m E r € � ; Ci a SENDER: COMPLETE THIS SECTION Z15 oo d X of d w ■ Complete Items 1,2,and 3.Also complete - A. hem 4 M Restricted Delivery is desired. ❑ _! ■ Print your name and address on the reverse X so that we can return the card to you. B. )f •� O• Dere m ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. isdeliveryeddtav fromitem11 ❑ . 8 at =i 1. Article Ad bV /J„ _ rc YES,abler delivery address below .0« 2 m •C..iL.�i O C O« Qi v•� � �60y0DO 8 N 0 V E t llQ5a1 t�1'pe H m L�= s / Mail ❑ Mall ¢ ❑Registered alum Receipt for Mer . v g - ❑Insured Mail ❑C. D. m¢ ;P o , 4. Res4kted Del • t O «L Ner7R(Extra Fee) ❑Y E E c« o 00 2. Article Number O« o �, service >r _ _a Qa„� ,,,� 1� U0o 7004 1350 0000 1126 1517 ■ ■ ■ � � a Form 3811,February 2004 Domestic Rv m Receipt 102ss5 - ■ Complete items 1,2,and 3.Also complete A. signature .� item 4 if Restricted DeliveryIs desired. 01 �1, 1n/� ,,Q ❑ ■ Print your name and addrs on the reverse X n """""' ❑ s g{ Z O so that we can return the card to you. Received b (primo ) pate I ■ Attach this card to the back of the mailpiece, r,r( V/O I ) ❑❑ ❑ or on the front if space permits. ad .p N D. Is delivery address different from item 1? ❑ U� •,g 1. Article Addressed to: If YES,enter delivery address below: ❑1 rn C U ru yS(P s 13 a Q U Y 3. Oo Mail Express 3 ��G ❑R� �_ Receipt for Ma U C ❑Insured Mall ❑C.O.D. 4. Restricted Delivery!(Extra Fee) ❑1 g n 130 U- d X m Ci n d R 2. Article Number 7004 1350 0000 1126 1548 (irensfer from sawke IaW .� PS Form 3811,February 2004 Domestic Return Receipt lozsss �./, r t Attech this ca tote c o e m I er\ \�1 �m $ \U m or on the front if space Permits- D. Is del"address dircerent from Item 14 .j � 1. Article Addressed to: 1 If YES,enter delivery address below: ❑H E m a Ems, 1 �i{ $9 5 o 01( _ V ! m 0'2 . 0 ' rl i uGM` iNY 7'i>i:� c•i Z`� cf0i cYi € (� 3. �ed Meredall ❑ Mag _ «w E 4. Restricted Delivery?(Extra Fes) ❑N lift c2. Article Number 7004 1350 0000 1126 1579 am(L o0 (transfer Irom servke labs ..,..••• U r a �,6 `o d 0 o I � rLl n E ci fir 0 !¢ u SENDER: • . yy SECTION• DELIVERY C v k 71 ■ Complete(terns 1,2,and 3.Also complete A Signature r3 Hem 4 H ResMcted Delive na. E 2 Delivery is desired. f _ b O ■ Print your name and address on the reverse X 8 so that we can return the card to you. ■ Attach this card to the back of the mailplece, B' ReceNed (P(Pm�^�^t•1 I a Rt o iC3 or on the front H s ace hQrbt"t J�-'x•1,1JO 2 = ❑ x Ln P Permits. 1. Amide Addressed to: D. Is delivery addrmvery a dress b Hem l9 • d X d m e a H YES,enter delNery azldress bek„y: ^ 7 In �i 3. /195th type Mell ❑ #R ftswrsd Wfor ��$ Cho ❑Insured Mall ❑C.O.D. 2. Article Number 4. Restricted Delivery?iFxtra Fed piarrs/ertomsWvkeftW 7004 1350 0000 1126 1586 I PS Forth 3$11,February 2004 Domestic Return Receipt !! ■ Compleba Items 1,2,and 3.Also corn e A S _ v i Hem 4 H ResMcted Delivery is desired. u ■ Print your name and address on the reverse X �� " ■ ` �^ so that we can return the card to you. `" ■ Attach this card to the back of the mailpiece, /�/ or on the front H bIy space permits. 1 U*C 1. ArtkdeAddressedto: 5. 15 del ■aerttwmMnff, �f- �, ' N enter d address tbebw 11 ` 1$ ❑ p� 11Ell1111 Oy111/IC.,J 5 � D. l3aa - m _ Ln 3 Servicerype 2 n E ci rR 95a Registered �$e Receipt for � � � ru ❑Insured Mail ❑C.O.D. ��4 0 13 4. Restdeted Delivery?(Exee Fbeil [3' v � C3 2' Articp uember 2ftmmservice fW 7004 1350 0000 1126 1593 m E3O } = o PS Forth 3$11,February 2004 Domestic Return Receipt 10259s. ❑❑ r3 ■ P 'Hem 4 H Restricted Delivery is desired. ❑ d m off' v m ■ Print your name and address on the reverse 13, a so that we can return the card to you. Ned Fd�ry� C. �. ■ Attach this card to the back of the mailpieoe, � (��/"' p p or on the front H space permits. m o D. Is delivery address different from Item 17 0 _a r` 1. Article Addressed to: H YES.enter delivery address below: �I �E E � dA ✓ � V 3. ce Type Mall 13,Express Mall N 8 S q,( RegisteredReturn Receipt far Mel m Yi m _ $ t/ /✓� O Insured Mall //❑C.O.D. c 3 @ Ep 4. Restricted Delivery?(Exna Fee) ❑ gm I3«t ` 2. Article Number L ( nomrserrrce 7004 1350 ooao 1126 1500 9 - ra $¢ `o Ps Form 3811,February 2004 Domestic Return Receipt 102595 ■ ■ ■ � r SENDER: COMPLETE THIS SECTION COPIPLETF 1,41S SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete Item 4 if Restricted Delivery Is desired. Agent ■ Print your name and address on the reverse dressse so that we can tutu the card to you. by(panted ) C. Date a Delivery ■ Attach this card to if a back of the mailpleoe, or on the front If spa a permits. 1. ArtMle Addressed to: 'Ds delivery iRerentfiomitem17 OYes YESjrr deliv ress below: 0 No N Z J` cc �J ,301 3. ce Type �atifled all Mall 1 O ❑RegistaedU21Q,ieturn Receipt for Merchandise ❑insured it 0 C.O.D. 4. ResMcted Delivery?05ft Fee) 0 yes z. Articlembar ( 7004 1350 0000 1126 1531 lrarrsier ferlrom service lebeq PS Forth 3811,February 2004 Domestic Return Receipt 102595.02-M-1540 PLANNING BOARD TOWN OF SOUTHOLD : STATE OF NEW YORK In the Matter of the Application of SCTM 1000-122-3-17.1 END OF THE ROAD, LLC (Mooney) AFFIDAVIT OF SIGN Regarding Posting of Sign upon Applicant's Land POSTING Identified as 1000; 122; 3; 5.1, 17, 1.2 and 02 STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) This is to serve notice that I, DANIEL C. MOONEY, residing at 575 Pine Place, P.O. Box 731, East Marion, New York 11939, being duly sworn, depose and say that on October 23, 2008 I personally posted the property known as 11520, 11600, 11700 and 11750 Main Road and 725 Johns Road, Mattituck, New York 11952 by placing the Town's official poster notices within 10 feet of the front property line facing each street where they could be easily seen, and that I have checked to be sure the posters have remained in place for seven (7) days prior to the date of the public hearing on November 17, 2008. On October 30, 2008, I found that the notice placed on Johns Road had been removed. On October 31, 2008, I placed a new sign at that location. Both signs (Main Road and Johns Road) are still posted as of this date. 444�e" - DANIEL C. M NEY Sworn to before me this 14th day of November, 2008 NANCY K. METER :vuiary Public, State of New York No. 01-ME6038122 � Qualified in Suffolk County NOTARY PUBLIC Commission Expires March 6, 201-0 10/30/2008 16: 10 6317659064 20NINGBDOFAPPEALS PAGE 02/05 APPEALS BOARD MEMBERS �rAf$Qpry -� Mailin .d ss: Gerard P. Goehringcr. Chairman ,`p O Southold Town Hall 53095 Main Road •P.O. Box 1779 Ruth D. Oliva * Southold,NY 11971-0959 Tames Dinizio. .lr. G� + i� Oftic cation: Michael .4. Simon :D�� Town Annex/First Floor,North Fork Bank Leslie Kanec Weisman CQ 54375 Main Road(at Youngs Avenue) Southold,NY 1.1971 httTi://southoldtown.northfork,net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765.1809•Fax(631)765-9104 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING DATE: OCTOBER 30, 2008 ZBA# 6013-End of the Road LLC by Daniel C. Mooney, Esq. Location of Property: 11000/1.1600/11700 Main Road, (NYS Route 25) and John's Read (private), Mattituck CTM 122-3-1.7.1. (formerly 1.2, 2, 6.1 and 17) SEOR.A_DETERMINATTON: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Planning Board as Lead Agency has issued a Negative Declaration (also insert PB Negative Declaration SUFFOLK COUNT'S ADMINISTRATRTT CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply elated December 1.9, 2007 stating that this application is considered a matter for local dezennination as there appears to be no significant county-wide or inter-community- impact. PROPERTY FACTS/DESCRIPTION: The applicant's 84,142 sq. ft. parcel comprises four: county tax map numbers with 164.79 ft. along Route 25 (Main Road) and 218.16 ft. along R-O- W known as John's Road is improved with various existing structures as shown on survey prepared by Nathan Taft Corwin III. Land Surveyor dated 7/12/06 last updated 8/27/07. The premises are located in Business and R-40 Residential Zone Districts. BASIS OF APPLICATION: Request for Variances under Sections 280.49 and. 280-78B-1, based. on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property Line, after demolition of existing buildings, and (2) the accessory parking area is .located in an R-40 Residential Zone District, which the code states is permitted upon approval. of the Board of Appeals under Section 280-78-B-1. The existing buildings are proposed to be demolished. LWRP: TOWN CODE CHAP: This application is exempt under Town Code Chapter 268 (90). 10/30/2008 16: 10 6317659064 ZONINGBDOFAPPEALS PAGE 03/05 0 0 Page 2— October 30,2008 - ZBA#6019—End of the Road,LLC'- " CTM No. 1.22.3.1.2, 2. 6.1 and 17 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 20, 2007, and a public hearing on the applicant's amended application on June 26, 2008, at which time written and, oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and, other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF RLOI ES : The applicant is requesting relief under Code Sections 280-49, 280-50 (A and C), and 280-78B-I, based on the Building Inspector's amended May 2, 2008 Notice of Disapproval concerning proposed construction of two buildings, with retail, office and bank space in the B-Gencral Business Zone District. The reasons for disapproving the building permit application are: (1) a building is proposed with a single side yard of less than 25 feet and set back at less than 75 feet from the right-of-way; (2) a building is proposed at less than 75 feet from the right-of-way and will be greater than the code limitation of 60 linear feet in width; (3) the accessory parking area is located in an R-40 Residential Zone District. which the code states is pennitted upon approval of the Board of Appeals under Section 280-78-B-1. The new construction is proposed after demolishing the existing buildings. ADDITIONAL 1NFORMATT,ON: The proposed construction on this 84,1.42 sq. ft. parcel is in a. B Business Zone District, and a portion of the proposed.parking falls within the R-40 Residential Zone. The project consists of a proposed bank Building of 3,241 sq. ft., and an Office Building of 13,227 sq. ft. The proposed two-story Office Building will have a single side yard of 17.4'. The office building, as proposed, will be setback 52.5' and the Bank Building will be setback 73' from the RO- W. The Bank Building as proposed will have 85' linear feet in width. REASONS .FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law &2'67-bL31Sb)(3NlJ. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setbacks requested are greater than the setbacks of nearby buildings. The parcel to the west has a 1.2 ft. and. a 33 ft. setback to the front right-of-way line. None of the present buildings on eitber side of the Main Road.in close vicinity meets the code-required right-of-way or front vard setbacks. One of applicant's buildings has a aero side setback, and the plan as amended provides for a 1.7.4 minimum side yard setback. The new building plan is based on numerous changes made during the site plan process with both the Planning Board and Zoning Board of appeals for more conformity with the codes, and improvements resulting from demolition of four highly substandard, non-conforming buildings which also lack Town approval, for parking and site plan and lack of curb cuts for safe egress and ingress along the Main Road (NYS Route 25) in the Hamlet of Mattituck. The mixed uses that exist currently with the nonconforming buildings will be eliminated. The new parking will be an expansion to increase the rnisniZneu ib:ie b3ilbbJUb4 ZONINGBDOFAPPEALS PAGE 04/05 Page 3— October 30, 2008 • • ZBA#6013—End,of the Road,LLC CTM No. 122-3-1..2, 2. 5.1 and 17 number of spaces, while providing for substantial screening and landscape buffer adjacent to the boundary lines of the property, and preserving large trees. The existing buildings are approximately 16,638 square feet, based on the Assessor's gross square footage of assessment, and the total proposed square footage for the new construction will be +/- 16,468 square feet. The removal of the existing building on the site and the replacement with two new buildings under current building codes, will not cause a deniment to the immediate neighborhood. The difference of the two are so insignificant and will not create an undesirable change to the town or nearby properties. One building will be 55 feet wide which meet the code maximum limitation of 60 feet for linear footage, except that roof over the drive through brings the total linear feet to 80 feet. The roof over drive through was moved to the easterly side to lessen the impact of the lighlxng on John's road residences and because it is safer to have the ATM visible from the Main Road, as close to the front of the building and as far, away from the residential area as is possible. 2. Town Law 5267-b 3 b 2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The restrictions on the property with its mixed zoning use districts do not provide for any other alternative for parking in a R-40 Zoning when it is related to the adjacent Business Zone, and that the applicant is offering as more conformine and expanded than the parking that exists. The buildings that exist are nonconforming and in disrepair. The establishment of approved access with new curb cuts at NYS Route 25, a high traffic area with, a perpendicular, road, is needed. The proposed construction is low-impact in its intensity, for one bank building and one office building. 3. Down Law 6267-U(13_(b1(3). The variances requested herein are not substantial. The proposed setback requested is greater than the setback of nearby buildings. Also, the application is based on code nonconfonuities that have existed for many years with four buildings occupied at the site. The new site plan provides for location of two new buildings, and is the maximum that the Board would entertain. 4. Town Law 6267-U(3)(b)(D. The difficulty has been self created. The applicant proposes to reduce the nonconformities with a new site pian and to demolish and remove many setback, parking, and other zoning code nonconformities that have existed for many years. 5. Town Law 1;26 7-b(31(b1(4. No evidence has been submitted to suggest that at variance in this muted business and residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The application as proposed will be able to provide more safety in respect to parking, access, visual improvements, noise reduction as compared to the permitted business uses conducted at: the property. In addition, the drainage system will insure that there is no runoff onto any parcel.or onto John's Road(a private road). 6. Town Law §267-b. Grant of the relief requested, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing new buildings on this property, while preserving and protecting the character of the rre1gbb0rho0d and the health, safety and welfare of the community. iu/JU/�MMd lb: 1M b31 /bb'i0b4 ZONINGBDOFAPPEALS PAGE 05/05 Page 4— October 30,2008 • ZBA,#6018—End of the Road, LLC CTM No. 122.31..2, 2, 5.1. and 17 RESOLUTION OF TIIE BOARD: In considering all of the above factors and applying the balancing test under NTT Y"ork Town Law 267•B, motion was offered by Chairman Goehringer, seconded by Member Weisman, and dull' carried, to GRANT as shown on site plan prepared by Tames V. DeLucca, R.A. last dated April 9, 2008, Sketch Site Plan dated 6/23/08, and Elevation Plan Sheets 1 and 2, dated 4/4/08, subject to the following conditions: 1. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone the remaining residential portion of the parking lot (except for handicap Parking). 2. Lighting to be shielded to the found in the parking lot. The above conditions shall be written into the building inspector's certificate of occupancy. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that, may violate the Zoning Code: other than each uses. setbacks and other features as arc expressly addressed in this action The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Aycs: Members Goehringer, Oliva, Dnrizio-3imo�arZd/*eisman. hi"s Re olu n was duly adopted(5-0). CfMARD P. GOBHRINGTR, AIRVfAN 0/30/08 Approved for filing APPEALS BOARD MEMBERS* I *�F $OUTh' Mailing Address: � Gerard P. Goehringer, Chairman �p� O�� Southold Town Hall 53095 Main Road • P.O. Box 1179 Ruth D. Oliva Southold. NY 1 197 1-0959 James Dinizio, Jr. CAOffice Location: Michael A. Simon Ol "Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman Ct7� ,� 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.nortlifork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION ; MEETING DATE: OCTOBER 30, 2008 i ZBA# 6013 —End of the Road LLC by Daniel C. Mooney, Esq. { Location of Property: 11500/11600/11700 Main Road (NYS Route 25) 1 --- and John's Road (private), Mattituck CTM 122-3-17.1 (forme;1'2,x2 .5 3c �d 17) . _. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Planning Board as Lead Agency has issued a Negative Declaration (also insert PB Negative Declaration SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19, 2007 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's 84,142 sq. ft. parcel comprises four county tax map numbers with 164.79 ft. along Route 25 (Main Road) and 218.16 ft. along RO- W known as John's Road is improved with various existing structures as shown on survey prepared by Nathan Taft Corwin III, Land Surveyor dated 7/12/06 last updated 8/27/07. The premises are located in Business and R-40 Residential Zone Districts. BASIS OF APPLICATION: Request for Variances under Sections 280-49 and 280-78B-I, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property line, after demolition of existing buildings, and (2) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The existing buildings are proposed to be demolished. LWRP: TOWN CODE CHAPTER 95: This application is exempt under Town Code Chapter 268 (95). Page 2— October 30, 2008 ZBA#6013—End of the Road, LLC • 1 CTM No. 122-3-1.2, 2, 5.1 and 17 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 20, 2007, and a public hearing on the applicant's amended application on June 26, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant is requesting relief under Code Sections 280-49, 280-50 (A and C), and 280-7813-1, based on the Building Inspector's amended May 2, 2008 Notice of Disapproval concerning proposed construction of two buildings, with retail, office and bank space in the B-General Business Zone District. The reasons for disapproving the building permit application are: (1) a building is proposed with a single side yard of less than 25 feet and set back at less than 75 feet from the right-of-way; (2) a building is proposed at less than 75 feet from the right-of-way and will be greater than the code limitation of 60 linear feet in width; (3) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The new construction is proposed after demolishing the existing buildings. ADDITIONAL INFORIVLATION: The proposed construction on this 84,142 sq. ft. parcel is in a B Business Zone District, and a portion of the proposed parking falls within the R-40 Residential Zone. The project consists of a proposed bank Building of 3,241 sq. ft., and an Office Building of 13,227 sq. ft. The proposed two-story Office Building will have a single side yard of 17.4'. The office building, as proposed, will be setback 52.5' and the Bank Building will be setback 73' from the R-0- W. The Bank Building as proposed will have 85' linear feet in width. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law W7-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setbacks requested are greater than the setbacks of nearby buildings. The parcel to the west has a 12 ft. and a 33 ft. setback to the front right-of-way line. None of the present buildings on either side of the Main Road in close vicinity meets the code-required right-of-way or front yard setbacks. One of applicant's buildings has a zero side setback, and the plan as amended provides for a 17.4 minimum side yard setback. The new building plan is based on numerous changes made during the site plan process with both the Planning Board and Zoning Board of appeals for more conformity with the codes, and improvements resulting from demolition of four highly substandard, non-conforming buildings which also lack Town approval, for parking and site plan and lack of curb cuts for safe egress and ingress along the Main Road (NYS Route 25) in the Hamlet of Mattituck. The mixed uses that exist currently with the nonconforming buildings will be eliminated. The new parking will be an expansion to increase the •Page 3— October 30, 2008 ZBA# 6013—End of the Road, LL01 CTM No. 122-3-1.2, 2, 5.1 and 17 number of spaces, while providing for substantial screening and landscape buffer adjacent to the boundary lines of the property, and preserving large trees. The existing buildings are approximately 16,638 square feet, based on the Assessor's gross square footage of assessment, and the total proposed square footage for the new construction will be +/- 16,468 square feet. The removal of the existing building on the site and the replacement with two new buildings under current building codes, will not cause a detriment to the immediate neighborhood. The difference of the two are so insignificant and will not create an undesirable change to the town or nearby properties. One building will be 55 feet wide which meet the code maximum limitation of 60 feet for linear footage, except that roof over the drive through brings the total linear feet to 80 feet. The roof over drive through was moved to the easterly side to lessen the impact of the lighting on John's road residences and because it is safer to have the ATM visible from the Main Road, as close to the front of the building and as far away from the residential area as is possible. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The restrictions on the property with its mixed zoning use districts do not provide for any other alternative for parking in a R-40 Zoning when it is related to the adjacent Business Zone, and that the applicant is offering as more conforming and expanded than the parking that exists. The buildings that exist are nonconforming and in disrepair. The establishment of approved access with new curb cuts at NYS Route 25, a high traffic area with a perpendicular road, is needed. The proposed construction is low-impact in its intensity, for one bank building and one office building. 3. Town Law §267-b(3)(b)(3). The variances requested herein are not substantial. The proposed setback requested is greater than the setback of nearby buildings. Also, the application is based on code nonconformities that have existed for many years with four buildings occupied at the site. The new site plan provides for location of two new buildings, and is the maximum that the Board would entertain. 4. Town Law §267-b(3)(b)(5). The difficulty has been self created. The applicant proposes to reduce the nonconformities with a new site plan and to demolish and remove many setback, parking, and other zoning code nonconformities that have existed for many years. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this mixed business and residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The application as proposed will be able to provide more safety in respect to parking, access, visual improvements, noise reduction as compared to the permitted business uses conducted at the property. In addition, the drainage system will insure that there is no runoff onto any parcel or onto John's Road (a private road). 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing new buildings on this property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4— October 30, 2008 • )� ZBA#6013—End of the Road, LLC CTM No. 122-3-1.2, 2, 5.1 and 17 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairman Goehringer, seconded by Member Weisman, and duly carried, to GRANT as shown on site plan prepared by James V. DeLucca, R.A. last dated April 9, 2008, Sketch Site Plan dated 6/23/08, and Elevation Plan Sheets 1 and 2, dated 4/4/08, subject to the following conditions: 1. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone the remaining residential portion of the parking lot (except for handicap parking). 2. Lighting to be shielded to the ground in the parking lot. The above conditions shall be written into the building inspector's certificate of occupancy. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. i Vote of the Board: Ayes: Members Goehringer, Oliva, Dmizio; anon d, eisman. ` �hisRe 761un was duly adopted (5-0). ,L�� " i GERARD P. GOEHRINGER, AIRMAN 0/30/08 Approved for filing v / r MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE O��OF SO(/j�ol Southold, NY 11971 Chair /� Q OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON �� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDCOU,M'� Southold, NY 1111 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 17th day of November, 2008 on the question of the following: 6:00 p.m. Proposed Standard Subdivision of Peter & Gloria Onufrak located on the n/e/c/o CR 48 and Mary's Road in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-5-1 6:05 p.m. Proposed Site Plan for Hudson City Savings Bank Plaza located approximately 509' e/o Bay Avenue on the s/s/o NYS Road 25 in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 122-3-17.1 (formerly 1000-122-3-1.2, 2, 5.1 & 17) Dated: 10/28/08 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, NOVEMBER 6, 2008 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • • Page 1 of 1 Kalin, Carol From: JOAN ANN Uaweber@timesreview.com] Sent: Thursday, November 13, 2008 10:24 AM To: Kalin, Carol Subject: Re: Legal Ad for 11/6 Edition Hi Carol, Received your legal. Thanks, Candice Schott ---Original Message---- From: Kalin, Carol To: JOAN ANN Sent: Tuesday, October 28, 2008 10:49 AM Subject: Legal Ad for 11/6 Edition Please print the following legal ad regarding the Onufrak& Hudson City Bank Plaza public hearings on 11/17/08 in the 1116108 edition. Kindly send me confirmation of receipt for our records.Thanks. 11/13/2008 • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE ��OF SOUjyplo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON �infO` 40 (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND I�COU'M'� Southold, NY 111, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 17th day of November, 2008 on the question of the following: 6:00 p.m. Proposed Standard Subdivision of Peter & Gloria Onufrak located on the n/e/c/o CR 48 and Mary's Road in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-5-1 6:05 p.m. Proposed Site Plan for Hudson City Savings Bank Plaza located approximately 509' e/o Bay Avenue on the s/s/o NYS Road 25 in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 122-3-17.1 (formerly 1000-122-3-1.2, 2, 5.1 & 17) Dated: 10/28/08 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson ` • STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 29th day of October, 2008 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road Southold New York 11/17/08 Regular Meeting: 6:00 p.m. Final Public Hearing for the proposed Standard Subdivision of Peter & Gloria Onufrak, SCTM#1000-114-5-1 6:05 p.m. Final Public Hearing for the proposed Site Plan for the Hudson City Savings Bank Plaza, SCTM#1000-122-3-17.1 (formerly 122-3-1.2, 2, 5.1 & 17 Carol Kalin Secretary, Southold Town Planning Board Sworn to before methis ,�q G-�erL day of Ve-k , 2008. a Notary Public LINDA P.RANDOLPH GARY pugUC,stab of NM YoAS Na 011ilA911Y660 #9070 • STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 6 th day of November, 2008 —7 Principal Clerk Sworn to before me this r_ day of 2008 CHRISTINA VOLINSKI 1 NOTARY PUBLIC-STATE OF NEW YORK No, 01-V06105050 Qualified In Suffolk County My Commission EXPIrOl F6bnlOiy 28. 2012 h. s 0 . MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so P.O. Box 1179 JERILYN B.WOODHOUSE �0� yO� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR w 54375 State Route 25 GEORGE D. SOLOMONO (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND ly�OU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mike Verity, Chief Building Inspector From: Kristy Winser, Senior Planner Date: October 24,2008 Re: Site plan application known as Hudson City Savings Bank SCTM#1000-122-3-17.1 formally known as SCTM: 1000-122-3-1.2, 2, 5.1 & 17 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. Description: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning districts located approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck. Your comments would be appreciated by 10/14/08 so that this application may be scheduled for a work session 11/0708. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE O��F �UVlyOI Southold, NY 11971 Chair l OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR 54375 State Route 25 GEORGE D. SOLOMON - (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDMU,M'�� Southold, NY n 1` Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance October 20, 2008 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Hudson City Savings Bank SCTM#: 1000-122-3-1.2, 2, 5.1 & 17 Location: Approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattitu( SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning district New SCTM# 1000-122-3-17.1 formerly known as SCTM#s: 1000-122-3-1.2, 2, 5.1 & 17 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration Page Two October 20, 2008 No major change in the use of either the quantity or type of energy will occur. No known creation of a hazard to human health is expected to occur. The site is already developed, and is currently improved with six buildings, which consist of a beverage distributor, office space, a residence, and associated structures. While the proposed is for two buildings larger in size individually, the existing structures collectively are approximately the same size therefore the change in energy use will not be "major." The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. As stated above, the property has been used for commercial purposes in the past, has been previously developed, and while the proposed use will cause some increase in the intensity of use (a larger building devoted to bank & office use), it is not a substantial change relative to the uses in the current neighborhood, where other retail businesses are located nearby, including boat storage. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. Grading, drainage, sanitary discharge, landscaping, and restoration of portions of the site have been examined with respect to the change and physical characteristics of the subject site. The property is a split-zoned parcel in the General Business and Residential-40 zoning district. Parking for the commercial use is proposed in the R-40 zone. Potential impacts to residential neighbors have been mitigated by providing a buffer area larger than that required by code (20' feet required) and measuring from 25 feet along the perimeters adjacent to residential uses, and 45 feet along the east property line adjacent to the nearest residence. The buffer area will incorporate a variety of screen plantings mainly eastern red cedars 5 - 6 foot high 8'foot on center, will be maintaining existing mature trees and installing a solid six-foot fence along the southern easterly line where it abuts a residence. In addition any lighting proposed will be shielded as to not illuminate onto adjacent properties. Additionally, the parking lot is configured to locate the parking spaces as far from the residences as possible and oriented to minimize the intrusion of headlights into nearby homes. The proposed action will have no significant removal or destruction of large quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character. A Phase IA Archeological Survey has 2 0 0 SEQR Negative Declaration Page Three October 20, 2008 been required for this project and it was concluded that no prehistoric or historic sites were encountered and no further work is therefore recommended. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. On January 17, 2008, the New York state Department of Environmental Conservation responded with no objection to the Town of Southold Planning Board assuming lead agency status, additionally noting that the applicant be advised "that if the proposed project is located within 300 feet of tidal wetlands or within 100 feet of regulated freshwater wetlands, a permit is required from this department" and the Southold Town Planning Board accepts this for approval. On April 22, 2008, the Suffolk County Department of Health Services responded with no objection to the Town of Southold Planning Board assuming lead agency status, and that they have jurisdiction over the final location of sewage disposal and water supply systems, and the Planning Board has made Suffolk County Department of Health Services approval a condition of the site plan approval. There has not been any correspondence received from any other agencies. Therefore, it is assumed that there are no comments or objections from these agencies. For Further Information: Contact Person: Kristy Winser, Senior Planner Address: Southold Town Planning Board Telephone Number: 631-765-1938 cc: Scott Russell, Southold Town Supervisor Suffolk County Dept. of Health Services Southold Town Board Suffolk County Planning Commission Southold Town Building Department Suffolk County Water Authority Southold Town Zoning Board of Appeals NYSDEC - Stony Brook Southold Town Engineer NYSDOT Southold Town LWRP Coordinator Southold Town Trustees 3 10/22/2008 13:25 16312698 DANIEL MOONEY • PAGE 01/04 DANIEL C. MOONEY, F.C. ATTORNEY 11700 MAIN ROAD, P.O. BOX 702 MATTITUCIC,NEW YORK 11952 (631)298-1100 FAX(631)298-4998 -FACSUVHLE MESSAGE- DATE: /O /a 3- o f- Number of Pages w/Cover- TO: Q l S T Y G✓1 rtJ 5�+2 FAX NUMBER: 7 G S--- 3 FROM: Daniel C.Mooney RE: I-V a d o aJ C. l 7- As As Per Our Conversation [ l Priority [ ] For Your Information [ ] For Your Approval [ ] As Requested [ ] For Your Review [ ] Please call upon receipt Original: [ ] Not Being Sent [ j Sent Via Mail [ ] Via Overnight Mail COMMENTS: d-z Tire information contained in this faX message and the attachments immediately lowin is attarne confidential information intended onlyforthe use of theindrvidaal or entity named a If thereaderof thismivileged and estageisnet the Intended recipient,you are hereby notified that any dissemination,distributFon ar COpy y of this eommunication is strictl prohibited. If you have received this cammunication in error,please immediatelynotify by telephone andretum the angina! message to us at the above address via the U.S.Postai Service. 10/22/2008 13:25 16312698 DANIEL MOONEY • PAGE 02/04 mYG BOARD MEMBERS � 1NA14IN(=ADDRESS: `jERILYN B.WOODHOUSE ��pF SDUjy P-0. Box 1179 Chair �O 0�4� Southold. NY 11971 PKENNETH 1..EDWARDS �c OFFICE LOCATION: MARTIN H.S1DOR en as.dN Town Hall Annex GEORGE D.SOLOMON C� ^� 54375 S?.ate Route`25 JOSEPFi L.TOWNSENp G�� .- `' �-' icor. ]Drain Rd, 3r Younis Ave.: �. Cpp . �1�` y Southold, NY Telephone: 631 765.1938 Fax: 631 765-3136 PLANNING BOARD O�'FIC� TOWN OF SOliTHOLb State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance October 20, 2008 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Hudson City Savings Bank SCTM#: 1000-122-3-1.2, 2, 5.1 & 17 �> i O I 17- I Location: Approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck. SEAR Status: Type I ( } Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet Of office space and the other proposed one story building is 3,241 square feet for a U✓� bank use withWproposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning district New SCTM# 1000-122-3-17.1 formally known as SCTM#s: 1000-122-3-1.2, 2, 5.1 & 17 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. 10/22/2008 13:25 16312998 DANIEL MOONEY • PAGE 03/04 FFSEQR Negative Declaration Page Two October 20, 2008 No major change in the use of either the quantity or type of energy will occur. No known creation of a hazard to human health is expected to occur. The site is already developed, and is currently improved with six buildings, which consist of a beverage distributor, office space, a residence, and associated structures. While the proposed is for two buildings larger in size individually, the existing structures collectively are approximately the same size therefore the change in energy use will not be "major." The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. As stated above, the property has been used for commercial purposes in the past, has been previously developed, and ,N49;4� while the proposed use will cause some increase in the intensity of use (a larger ,., Ce,building klevoted to rataik&afes), it is not a substantial change relative to the uses in the current neighborhood, where other retail businesses are located nearby, including aa..atrta; -yX and boat storage. dp ww P7�riY? The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. Grading, drainage, sanitary discharge, landscaping, and restoration of portions of the site have been examined with respect to the change and physical characteristics of the subject site. The property is a split-zoned parcel in the General Business and Residential-40 zoning district. Parking for the commercial use is proposed in the R-40 zone. Potential impacts to residential neighbors have been mitigated by providing a buffer area larger than that required by code (20' feet required) and measuring from 25 feet along the perimeters adjacent to residential uses, and 45 feet along the east property line adjacent to the nearest residence. The buffer area will incorporate a variety of screen plantings mainly eastern red cedars 5 - 6 foot high 8'foot on center, will be maintaining existing mature trees and installing a solid six-foot fence along the n a i ion any lighting i F=•i2q proposed will be shielded as to not illuminate onto adjacent properties. +rtJC—— Additionally, the parking lot is configured to locate the parking spaces as far from W 14arg the residences as possible and oriented to minimize the intrusion of headlights T— into nearby homes. Al 6 ki TAVS The proposed action will have no significant removal or destruction of large g g AGi i 110(41z,62 quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character. A Phase IA Archeological Survey has 10/22/2008 13:25 16312#98 DANIEL MOONEY • PAGE 04104 SEQR Negative Declaration Page Three October 20, 2006 been required for this project and it was concluded that no prehistoric or historic sites were encountered and no further work is therefore recommended. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. On January 17, 2008, the New York state Department of Environmental Conservation responded with no objection to the Town of Southold Planning Board assuming lead agency status, additionally noting that the applicant be advised "that if the proposed project is located within 300 feet of tidal wetlands or within 100 feet of regulated freshwater wetlands, a permit is required from this department' and the Southold Town Planning Board accepts this for approval. On April 22, 2008, the Suffolk County Department of Health Services responded with no objection to the Town of Southold Planning Board assuming lead agency status, and that they have jurisdiction over the final location of sewage disposal and water supply systems, and the Planning Board has made Suffolk County Department of Health Services approval a condition of the site plan approval. There has not been any correspondence received from any other agencies. Therefore, it is assumed that there are no comments or objections from these agencies. For Further Information: Contact Person: Kristy Winser, Senior Planner Address: Southold Town Planning Board Telephone Number: 631-765-1938 cc. Scott Russell, Southold Town Supervisor Suffolk County Dept. of Health Services Southold Town Board Suffolk County Planning Commission Southold Town Building Department Suffolk County Water Authority Southold Town Zoning Board of Appeals NYSDEC - Stony Brook Southold Town Engineer NYSDOT Southold Town LWRP Coordinator Southold Town Trustees • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE o��pF SOUTyoI Southold, NY 11971 Chair o OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND �l�'�, Southold, NY 111, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 22, 2008 Daniel C. Mooney, Esq. 11700 Main Road, PO Box 702 Mattituck, NY 11952 Re: Proposed Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM#1000-122-3-17.1 (formerly 122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 Dear Mr. Mooney: The final public hearing regarding the maps for the above-referenced site plan has been scheduled for Monday, November 17, 2008, at 6:05 p.m. at the Southold Town Hall. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday. November 14"'. The sign and the post need to be returned to the Planning Board Office after the public hearing. Please contact this office if you have any questions regarding the above. If you have any questions regarding the above, please contact this office. Very truly yours, Jenlyn B. Woodhouse Chairperson encl. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-122-3-17.1 (formerly 122-3-1.2, 2, 5.1 & 17); 3. That the property which is the subject of this application is located in the General Business and Residential-40 Zoning Districts; 4. That the application is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd FI., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday. November 17, 2008 at 6:05 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: End of the Road, LLC/Hudson City Savings Bank Plaza Date: 10/22/08 0 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on 1 have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri.. 11/14/08 «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Re: Proposed Site Plan for the Hudson City Savings Bank Plaza SCTM#s: 1000-122-3-17.1 (formerly 122-3-1.2. 2. 5.1 & 17) Date of Hearing: Monday, November 17. 2008. 6:05 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 END OF THE ROAD , LLC HUDSON CITY SAVINGS BANK PLAZA SITE PLAN • 1000 =122=3 -17 . 1 (formerly 122-3-1 .2, 2, 5.1 & 17) Site plan for proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,500 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1 .931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. JAONDAY - NOV. 17 , 2008 - 6 : 05 P. M . A I 11+ l21 I Y -I -- -- I I I FEAT 1RCRPI1 lA,'IRI.11 fUNCY. I �' I 1 czv a.abF .�. �,r .• ° SEE SEC. iwl S � FF s[cm MAT[H L MATCH LINE lo 11 21 99 zl 6u n ° e ° / t \ ry - " F ^ 01 99 2 CA 5 51 s x, a _ rw 6 e-99 ra:A Prs 5? 4 16.0Afcl 10 C o. 99 Ce6.nruFvr��. A s.R �� 5. 1 G 11 ' OA O , pL PO.r r« ra 10 1� •r I w I m. a w .w 11 a J 2 1 R OT IT o1-01 3 .r. u. " IR 5" .^ eQ. 4 '• n 1 ? 2 t.ee xo° a 23 W6 ,r 11.1 „ - peu. IT pl w, :. B �. d r.. rd-2i p Fry 22 02 sOUNo zls; S x" toA 6 � "A � z1AI y oLE xE p 10 F2 rd`5 21} ,%,°. 'A y R 1.3Md a 1 p 0 F2 1 5 #. 6.1 z 17 = ' 11 1?enln z •°2 'ry I.BA • S•" SCI 1 Oi.2J-^. i pb-OJ.pq m ` n e 1S• c ,JS ms 19 g ## •.•' � O _ T 1 BAlcl •LT '. 4551 . T' 2l 151 02 05 p. ea 19 6 6P A O 83•}q v '�3e VIF. c" I(/� xn 6 11 LIS 21.9 sX M1S}^, M1S oc' '.� LS' • _ _o.. . 311 x ° 5 /I 0 82 T P }6.1 � l a9YI IR ]Iw 26 260ll}I Al.) °o n °F°j LELI in o, xo °e a R0. w :J69 A IB 'COUNT' F. 9 N. @ Ip.l, 36 W3 rso 39 OU yn° t ,°,A5 6 • a o c lB Ar � X10 V 10 39# FOR PCL.NO. 3;L5 6 "0 9i.1 �.I ,9. )5 wxll SEE5ELNO. M1}�Px 6 , / 1.9A •• 1}a " n° a15. z n FIE P ' 1J.i c ' 121-05-004.5 "a9 J }S 1,P ,� n}p � ,�Y'4 16�a ry ", +y OS11 •.S y n J2 Rz ' 22.1 'e i WATER AUTHORITY \ry �S�O rr�s '€ Fs .a � Ilry .z � x. 16IAIc1 rn L11 'LB rc , M16 IMAId 5w / a J TOWN OF � O R, oe� 9 e Y� .rc UTBORE«m CREEA - 1.15 Q' 6s V ye v AT' B qP 6.6 zj FOR PCL.Y1 P d 1.25 9'4 v B P SEE SEC-N3. A 'e• . 1.5A 0,6 LSAId 1.0A -'j L ll h M10 #6.0 P x. 1.OAIc1 � /� 8.0 O --� 5�4�1i ^'ems' AA // r 7 SI'Yh Y 0.1 ,SYSPc t° QO.ra ' I.pA 0 b 8P A. MATCH � LWE -- Yn SEE SEC.N0.136 uuF 'so C `C PE W NOTE:AN ATS VINT BLOCK 6 BEITION WEE ENISTS YITHN! 35.a pb BETWEEN PARCELS 35.9635.0 L aw w= e,.Ai",T°x•. Nx� .um,r --- �.+maN,r ux, -z. mwr.�:r l�. --x-- Te LA... 9 SECTION NO F Non CrC4 ��p COUNTY OF SUFFOLK © E wN� SOUTHOLD �. a` 111 1LE A , Real Pro erty tax Service A ency rImv dry rrLrc - rum NY°PFN LiFP 10 cE �. eS - J N OISlN6U�IpN pF H_Pparll pF 1Ht � � 122 N „nv. _ ,�,A„ ,,, F„,r,IR --- TIA. Canty Center AlverlreBQ N Y 11901 s �'�6�41 __sF- sV1ANIT m01r P s -.px anEo � sceT[IN 1EE 1:p aek. z3 e,°m 1z l Alm .1 IAI r°^r^ -- Fv,mr.Ar rn a ,em u m•[r:m .. erLw_L .A`sr6 nEPw Al TAN n FEH S 1E IFE E m� AA Al A 16TMET w 12.1 awl °+A°`rc ----- s...wrr.a ra PEAT vapaLRT r x s6ma Aulx:r_ P I ar.c 100012 E PROPERTY MM �_. - CWVER$ron BATE. sm.,9.tlsF • MAILING ADDRESS: PLANNING BOARD MEMBERSO f SOU P.O. Box 1179 JERILYN B.WOODHOUSE O�� Ol Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR 54375 State Route 25 GEORGE D. SOLOMON i2O �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Cow Southold,Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 21, 2008 Daniel C. Mooney, Esq. 11700 Main Road, PO Box 702 Mattituck, NY 11952 Re: Proposed Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 Dear Mr. Mooney: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, October 20, 2008: WHEREAS, this site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential- 40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck, SCTM#:1000-122-3-1.2, 2, 5.1 & 17; and WHEREAS, on April 14, 2008, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this unlisted action; therefore, be it RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency and, as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. Hudson City Savings Bank Page Two October 21, 2008 If you have any questions regarding the above, please contact this office. Very truly yours, eorge D. Solomon Vice-Chairman encl. cc: Scott Russell, Southold Town Supervisor Suffolk County Dept. of Health Services Southold Town Board Suffolk County Planning Commission Southold Town Building Department Suffolk County Water Authority Southold Town Zoning Board of Appeals NYSDEC - Stony Brook Southold Town Engineer NYSDOT Southold Town LWRP Coordinator Southold Town Trustees • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O. Box 1179 JERILYN B.WOODHOUSE O�� l Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND ly�, Southold, NY IY 1, Telephone: 631 765-1938 Fax: 631 765.3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Nonsignificance October 20, 2008 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Hudson City Savings Bank SCTM#: 1000-122-3-1.2, 2, 5.1 & 17 Location: Approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck. SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning district New SCTM# 1000-122-3-17.1 formally known as SCTM#s: 1000-122-3-1 .2, 2, 5.1 & 17 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration Page Two October 20, 2008 No major change in the use of either the quantity or type of energy will occur. No known creation of a hazard to human health is expected to occur. The site is already developed, and is currently improved with six buildings, which consist of a beverage distributor, office space, a residence, and associated structures. While the proposed is for two buildings larger in size individually, the existing structures collectively are approximately the same size therefore the change in energy use will not be "major." The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. As stated above, the property has been used for commercial purposes in the past, has been previously developed, and while the proposed use will cause some increase in the intensity of use (a larger building devoted to retail sales), it is not a substantial change relative to the uses in the current neighborhood, where other retail businesses are located nearby, including an auto body and boat storage. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. Grading, drainage, sanitary discharge, landscaping, and restoration of portions of the site have been examined with respect to the change and physical characteristics of the subject site. The property is a split-zoned parcel in the General Business and Residential-40 zoning district. Parking for the commercial use is proposed in the R-40 zone. Potential impacts to residential neighbors have been mitigated by providing a buffer area larger than that required by code (20' feet required) and measuring from 25 feet along the perimeters adjacent to residential uses, and 45 feet along the east property line adjacent to the nearest residence. The buffer area will incorporate a variety of screen plantings mainly eastern red cedars 5 - 6 foot high 8'foot on center, will be maintaining existing mature trees and installing a solid six-foot fence along the eastern property line. In addition any lighting proposed will be shielded as to not illuminate onto adjacent properties. Additionally, the parking lot is configured to locate the parking spaces as far from the residences as possible and oriented to minimize the intrusion of headlights into nearby homes. The proposed action will have no significant removal or destruction of large quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character. A Phase IA Archeological Survey has SEQR Negative Declaration Page Three October 20, 2008 been required for this project and it was concluded that no prehistoric or historic sites were encountered and no further work is therefore recommended. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. On January 17, 2008, the New York state Department of Environmental Conservation responded with no objection to the Town of Southold Planning Board assuming lead agency status, additionally noting that the applicant be advised "that if the proposed project is located within 300 feet of tidal wetlands or within 100 feet of regulated freshwater wetlands, a permit is required from this department" and the Southold Town Planning Board accepts this for approval. On April 22, 2008, the Suffolk County Department of Health Services responded with no objection to the Town of Southold Planning Board assuming lead agency status, and that they have jurisdiction over the final location of sewage disposal and water supply systems, and the Planning Board has made Suffolk County Department of Health Services approval a condition of the site plan approval. There has not been any correspondence received from any other agencies. Therefore, it is assumed that there are no comments or objections from these agencies. For Further Information: Contact Person: Kristy Winser, Senior Planner Address: Southold Town Planning Board Telephone Number: 631-765-1938 cc: Scott Russell, Southold Town Supervisor Suffolk County Dept. of Health Services Southold Town Board Suffolk County Planning Commission Southold Town Building Department Suffolk County Water Authority Southold Town Zoning Board of Appeals NYSDEC - Stony Brook Southold Town Engineer NYSDOT Southold Town LWRP Coordinator Southold Town Trustees October 1, 2008 Town of Southold Zoning Board of Appeals Attention: Kieran M. Corcoran, Esq. 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Re: END OF THE ROAD LLC District 1000, Section 122, Block 3, Lot 17.1 ZBA File No. 6013 Hearing Date: June 26, 2008 Dear Kieran, We are approaching the 60th day from the extension date as contained in my letter dated August 16, 2008. I presume the Board will not render a decision until the SEQRA is completed. In that regard, the anthropological survey has been completed. There were no artifacts found, but we have not received the written report as yet. It was promised weeks ago. Accordingly, the applicant consents to extend the time for a decision by the ZBA for an additional 60 days. Further, for your information, the applicant has made minor changes to the site plan requested by the Planning Board and the NYS D.O.T. We have been waiting for what we hope are the final changes to the site plan and I expect to submit the final site plan to the Planning Board staff this week. Once again, thank you for your courtesy in this matter. Very truly yours, Daniel C. Mooney DCM:nm c: Ms. Linda Kowalski, via fax Ms. Heather Lanza, via e-mail End of the Road, LLC a 0 Submission Without a Cover Letter Sender: Subject: a / SCTM#: 1000 - / -3 - / •a� / /9 Date: �/d.� Comments: / II c w- �r�,,�Q�� Flo J�e�lse� 1 Lon . . Page 1 of 1 Winser, Kristy From: dcmooney@optonline.net Sent: Thursday, September 04, 2008 10:44 AM To: Winser, Kristy Subject: Hudson city Mattituck Kristy, Please tell everyone that I miss seeing all of you on Monday afternoons. Seriously we are making progress. The anthropologist has finally finished the task of digging little holes all over the parcel. He believes we have oil reserves and suggests that we dig for oil as at the current price per gallon it is a better investment than rental property. Seriously he found nothing and recommends that no further investigation is necessary. I should have his written report in about 2 weeks. (That is what they always tell you.) The revised site, landscaping and lighting plans will be ready on Tuesday. I will call you for an appointment as soon as I have them. In any event I hope you had a nice holiday. Dan Mooney i 9/4/2008 0 Page I of 1 Winser, Kristy From: dcmooney@optonline.net Sent: Tuesday, August 26, 2008 10:33 AM To: Winser, Kristy Subject: Hudson City Mattituck Kristy, The anthropological survey should be done this week. I have had many conversations with various brokers about the office building. All, without exception have told me that a professional office building will be vacant unless we are able to have some medical offices. These are in demand due to our aging and affluent population. I have talked to Jim Delucca and if we make the building 500 sq. ft. smaller we can meet the flow requirements (SCDHS) for a medical complex I have asked Jim to reduce the building to 9500 square feet 95 x 50 with the same set back and side yard. This will give us more room for landscaping in front of the building. I will have the site plan, drainage, landscaping and lighting plans to you by Tuesday but I just wanted to give you a heads up so you all can think about this before I come in. If you have any questions or comments you can call or email me. Thanks Have a good weekend 1 \4 pyA 8/26/2008 FAX COVER SHEET,,, �J Ail i�r ey o U r, DATE: 1 ' y,d T TO. /�FA 41/x' N!. L.An(z:9 ..... NAME: PA„e.�...•�c Diar?eTae OFFICE' P�ANNi�✓6 D��.�T,ti .+•� pF 1 a 3/.) 76 5-14W FAX NO. � 7G5~ 313E FROM: y f//A*fh NAME: S . �uccR, �P. 4• P*Al tispo vlTY vT PHONE: (631)- 727-7/ // FAX: (631) ' 727 - 17Z7 Total No. of Pages,, including this Cover M"t � � y f \ M 'J6t0 i N Q ACCESS DOOR ®FIXTURE/ARM iV i X $� 2' DIA. CANDY CANE y p .125 WALL THICKNESS S 7X 6061-T6 STRUCTURAL �' \ GRADE ALUMINUM w HANG STRAIGHT o \ CGIPUNC RAUAST COMPARTMENT NIGHTSKY ROOF OPTICS NED ADVISE TYPE 3 v 5 WATTAGE TEMPERED IMT CLASS LENS " LIGHT SOURCE PIN VOLTAGE ADVISE SE FINISH DIAIX M n n Y] 4'TO 3'DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL ti GRADE ALUMINUM POLE WELDED FOR SINGLE c UNIT CONSTRUCTION 6' DIA. STRAIGHT SHAFT 6063-T5 STRUCTURAL GRADE ALUMINUM HAND HOLE COVER SECURED WITH TWO STAINLESLESS STEEL SCREWS AND ONE GROUND SCREW 15.73 D1A.TV0 PIECE BASE COVER SECURED WITH STAINLESS STEEL SCREW, .750 WALL THICKNESS FOUR ANCHOR DOLTS August 15, 2008 Town of Southold Zoning Board of Appeals Attention: Kieran M. Corcoran, Esq. 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Re: END OF THE ROAD LLC District 1000, Section 122, Block 3, Lot 17.1 ZBA File No. 6013 Hearing Date: June 26, 2008 Dear Kieran, We are approaching the 60th day from the hearing in the above-referenced matter and I presume the Board will not render a decision until the SEQRA is completed. In that regard, the anthropological survey should be undertaken by the firm the applicant retained and, hopefully, completed within two weeks. Accordingly, the applicant consents to extend the time for a decision by the ZBA for an additional 60 days. Further, for your information, the applicant has made the changes to the site plan requested by the Planning Board and the NYS D.O.T. I expect to submit what, we hope, is the final site plan to the Planning Board staff next week. Once again, thank you for your courtesy in this matter. Very truly yours, Daniel C. M66pe DCM:nm c: Ms. Linda Kowalski, via fax 2 � Ms. Heather Lanza, via e-mail A' End of the Road, LLC Page 3-Agenda • Special Meeting-August 7,200 Southold Town Zoning Board of Appeals side yard setbacks; (3) the lot coverage will exceed the code limitation of 20% with a buildable lot size of 13,369 square feet. Location: 955 Soundview Avenue Extension, Southold; CTM 50-2-10 and 11, combined as a single building lot. Possible Resolution to Table Pendine receipt of information by applicant's attorney. SOUTHOLD PROPERTIES LLC/PRINCIPI PROPERTIES #6150. Requests for Variances under Sections 280-56 and 280-116B, based on the applicant's request for a building permit and the Building Inspector's amended March 25, 2008 Notice of Disapproval concerning as-built construction set back less than 25 feet from the westerly side lot line and proposed deck construction at less than 75 feet from the bulkhead adjacent to tidal water, at 64300 Route 25 (a/k/a Main Road, formerly Mill Creek Inn), Greenport; CTM 56-7-2. District: M-II Marine Zone. Possible Resolution to Table. Pendine SEQRA determination by lead agency• END OF THE ROAD, LLC #6013. Request for Variances under Sections 280-49 and 280-78B-1, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property line, after demolition of existing buildings, and (2) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The existing buildings are proposed to be demolished. Location of Property: 11500/11600/11700 Main Road (NYS Route 25) and John's (private) Road, Mattituck; CTM 122-3-1.2, 2, 5.1 and 17. III. RESOLUTIONS/UPDATED REVIEWS/OTHER: A. Resolution to accept ZBA Minutes of 7/24/08 Regular Meeting for filing. B. Discussions: 1. Planning & Zoning (Includes Code Committee Items). 2. Other Updates/Discussions, new business. 3. Town Board Notices regarding Code Changes: C. Next Regular Meeting and Hearings: August 21, 2008 9:30 A.M. D. Work session; new business (t/b/d) E. Next Suecial Meeting: September 4, 2008 6:00 P.M. IV. EXECUTIVE SESSION (new updates, if any, regarding pending litigation). a0 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soy P.O. Box 1179 JERILYN B.WOODHOUSE O�� lyO! Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �liyCOU,M'� Southold, NY I'111 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 22, 2008 Daniel C. Mooney, P.C. 11700 Main Road P.O. Box 702 Mattituck, New York 11952 Re: Site Plan for Hudson City Savings Bank SCTM#1000-122-3-1.2, 5.1, & 17 11500, 11600 & 11700 Main Road, Mattituck Dear Mr. Mooney: Thank you for your letter received by this office July 17, 2008 informing us on the status of your site plan application referenced above. It was brought to my attention from your phone conversation this morning with Heather Lanza, Planning Director, that Jim Delucca will be meeting with the DOT with regard to curbs along Route 25. Based on a conversation yesterday with Mike Wolfgang from the DOT, it was made clear that curbs would be required and also should be noted that Jamie Richter, the Town Engineer, has stated the need for curbing along Route 25. In addition to the curbing issue, I was informed that the OPRHP will require an archaeological survey and that you were able to find a more reasonable estimate for the cost from which you stated in your letter, which we are pleased to hear. It would be appreciated if you continue to keep the Board informed of your next steps through the site plan process. Thank you and, as always, do not hesitate to contact this office should you have any questions or need further assistance. Very truly yours Kri iW n r sty se Senior Planner cc: End of the Road LLC Planning Board Heather Lanza, Planning Director UL 0 K� DANIEL C. MOONEY, P.C. ATTORNEY 11700 Main Road P.O. Box 702 Mattituck,NY 11962 (631) 298-1100 fax (631) 298-4998 dcmooney@optonlivie:nAet July 9, 2008 .. Town of Southold Planning Board Attention: Ms. Heather Lanza " 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Re: Hudson City Savings Bank End of the Road LLC District 1000, Section 122, Block 3, Lot 17.1 Dear Ms. Lanza: You have not heard from me or received updated plans sincere are several things which must fall into place before my client spends more money on plans. The missing pieces are: 1. The anthropological survey: I have gotten two estimates and await a third. One is for $25,000.00 (on a less than 2 acre parcel which is mostly developed). Hopefully, the last quote will be reasonable. The survey will take 6 to 7 weeks to complete. - or- 2. The NYS OPRHP responds that the survey is not needed. I have sent them additional information which they requested. I called today and left a voicemail. 3. With respect to the DOT letter dated June 26, 2008, Mr. Wolfgang yesterday told Mr. Delucca that he does not want curbing on Route 25 since it would create drainage/flooding problems on the roadway and on the neighboring parcels (possibly since there is no drainage plan on this part of Route 25). Jim passed on your comment to me about curbs and he said he would give it some more thought. We cannot finalize DOT plans until we know if curbs are required. As you can see from the above, we are stalled waiting for the State Parks and/or the anthropological survey and/or the DOT. I cannot ask the client to spend more money in case the State decides this is hallowed ground and we cannot proceed. The absurdity of the anthropological survey must be evident to everyone on the Board. Three out of the four parcels which now comprise Lot 17.1 were developed many years ago. The only portion (825 John's Road) which is 75' x 125' is vacant. Yet, we may now have to spend $25,000.00 looking for arrowheads or other artifacts. There must be a better way. I will advise you when any or all of the above are resolved. Very truly yours, DCM:nm Daniel C. Mooney c: End of the Road LLC Page 3—Agenda • Regular Meeting Date: June 26, 2� Southold Town Zoning Board of Appeals III. PUBLIC HEARINGS continued- (Please limit your presentation to five minutes, with testimony relative to this property and relative to zoning information and noted Code Sections): 10:45 A.M. JOSEPH AND CATHLEEN SHIPMAN # 6173. Requests for Variances under Section 280- 13A(2-c), based on the Building Inspector's February 26, 2008 Notice of Disapproval concerning an application for a building permit to construct an agricultural storage building on an existing tree farm. The reasons stated for disapproving the application are: (1) the front yard setback is less than the code- required minimum of 50 feet, and (2) the side yard setback is less than the code required minimum of 20 feet. Location of Property: 20685 Route 25, Mattituck; CTM 108-3-5.5 (a/k/a Greenbriar Acres Subdivision Lot#1 filed 10/7/1977). 11:00 A.M. RICHARD and BETSY PERKINS #6177. Requests for Variances under Section 280-15, based on the Building Inspector's amended May 1, 2008 Notice of Disapproval concerning a proposed accessory garage which will: (1) exceed the code limitation of 22 feet in height maximum, and (2) exceed the code limitation of 750 square feet maximum on a lot measuring 42,750 square feet in size. Location: 305 Ole Jule Lane, Mattituck; CTM 114-12-14.2 . Resolution to Recess until 1:00 P.M. 1:00 P.M. Resolution to Reconvene Regular Meeting: I1I. PUBLIC HEARINGS continued: (Please limit your presentation to five minutes, with testimony relative to this property and relative to zoning information and noted Code Sections): 1:00 P.M. SOUTHOLD PROPERTIES LLC/PRINCIPI PROPERTIES #6150. Requests for Variances under Sections 280-56 and 280-116B, based on the applicant's request for a building permit and the Building Inspector's amended March 25, 2008 Notice of Disapproval concerning as-built construction set back less than 25 feet from the westerly side lot line and proposed deck construction at less than 75 feet from the bulkhead adjacent to tidal water, at 64300 Route 25 (a/k/a Main Road, formerly Mill Creek Inn), Greenport; CTM 56-7-2. District: M-II Marine Zone. 1:20 P.M. END OF THE ROAD, LLC #6013 as amended. Request for Variances under Sections 280-49, 280-50 (A and C), and 280-78B-I, based on the Building Inspector's amended May 2, 2008 Notice of Disapproval concerning proposed construction of two buildings, with retail, office and bank space in the B-General Business Zone District. The reasons for disapproving the building permit application are: (1) a building is proposed with a single side yard of less than 25 feet and set back at less than 75 feet from the right-of-way; (2) a building is proposed at less than 75 feet from the right-of-way and will be greater than the code limitation of 60 linear feet in width; (3) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The new construction is proposed after demolishing the existing buildings. Location of Property: 11500/11600/11700 Main Road/Route 25 (formerly Law Offices and Mattituck Beverage) and a private road known as John's Road, Mattituck; CTM 122-3-17.1 (formerly 1.2, 2, 5.1 and 17). 1:40 P.M. WILLIAM and JOANNE TURNBULL#6152. Requests for Variances under Sections 280-15F, 280-116, 280-124, based on the Building Inspector's amended May 6, 2008 Notice of Disapproval for a Page 4—Agenda • Regular Meeting Date: June 26, I , Southold Town Zoning Board of Appeals proposed new dwelling, swimming pool and shed construction proposed at: (1) less than 100 feet from the top of the bluff adjacent to the L.I. Sound; (2) less than the code-required minimum 15 £t. side yard (new dwelling); (3) side yard location and setback at less than 40 feet from the front yard lot line (swimming pool and shed); and (4) lot coverage in excess of the code limitation of 20% (all construction). Location: 54005 North Road, Southold; CTM 52-1-10 and 1 (combined as one). III. PUBLIC HEARINGS. continued• (Please limit your presentation to five minutes, with testimony relative to this property and relative to zoning information and noted Code Sections): 2:00 P.M. MICHAEL and SUSAN JEFFRIES#6167. Request for a Variance under Section 280-116A(1), based on applicant's filing of a building permit application and the Building Inspector's April 30, 2008 Notice of Disapproval concerning a proposed accessory in-ground swimming pool and retaining wall at less than 100 feet from the top of the bluff adjacent to Block Island Sound, near the Easterly End of East End Road at Fishers Island; CTM 1-2-11. 2:25 P.M. CLAIRE and ROB RICCIO #6140. Requests for Variances under Sections 280-15 and 280- 1165, based on the Building Inspector's amended February 6, 2008 Notice of Disapproval concerning proposed new construction. The reasons stated in the disapproval of the building permit application are: (1) the proposed new dwelling construction will be less than 75 Feet from the bulkhead, (2) the proposed swimming pool will be in a side yard instead of a code-required rear yard; and (3) in addition, the applicants request a Variance under New York Town Law, Section 280-a to determine the need for base improvements and clearance within the right-of-way easement giving access to this property from Indian Neck Lane. Location of Property: Private Right-of-Way extending from the Southerly Side of Indian Neck Road (House#6512), Peconic; CTM 98-6-1. 2:45 P.M. JOSEPH ZITO#6175. Request for a Variance under Sections 280-122A and 280.124 (formerly 100-244), based on the Building Inspector's April 8, 2008 Notice of Disapproval, and ZBA Code Interpretation #5039 (Walz), the applicant proposes to build a second-story addition to the existing single-family dwelling, which new construction will be set back less than 35 feet from the front lot line, at 3600 Deep Hole Drive, Mattituck; CTM 115-17-8. (End of public hearings;Regular Meeting continues) IV. DELIBERATIONS/POSSIBLE DECISION/RESOLUTION (from 11 above, t/b/d). V. RESOLUTIONS/UPDATED REVIEWS/OTHER A. Resolution to authorize advertising of hearings for Regular Meeting to be held Thursday, July 24, 2008 9:30 AM, Town Hall, Main Road, Southold. Carryovers also to July 24th Agenda will be: B. Resolution to accept for filing the ZBA May 29, 2008 Meeting Minutes. C. Resolution to set Special Meeting for Thursday, July 17th, 2008 at 6:00 PM to be held at Town Hall Annex, NFB Building Main Road and Youngs Avenue, 2nd Floor Executive Board Room, Southold. (Carryover Agenda Items for deliberations to July 17th Meeting from May 29 Agenda to be included.) D. Other items continued from above Agenda, or other file updates (t/b/d): VI. EXECUTIVE SESSION (updates t/b/d regarding pending litigation). n � excesox` STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUSIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR = '-� ^- -'r— -�.xs..>+�,.s,... COMMISSIONER June 26, 2008 HI LJUN Mr. Daniel C. Mooney -3:0 2008 11700 Main Road, P.O. Box 702 Mattituck,NY 11952 Southold Tome n.q Scmd d Ta. out o d Minn 5 L008 Submission u son My Savin>? llc laza NY 25, Mattituck SCTM# 1000-12200-0300-001002 & 017000 Our Case No. 08-172P Dear Mr. Mooney: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. Plan sheets should be no larger than 24"X 36". 2. We cannot review the subject permit request without a plan sheet showing all the existing and proposed pavement markings and signs. 3. All work and material details shall be shown on the plans referenced to NYSDOT specification item numbers. 4. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. t Mr.Daniel C.Mooney • . June 26,2008 Page 2 of 3 5. A Work Zone Traffic Control plan must be provided for work on NY 25. The plan must include the note "All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector." 6. We will require the entire width of the NY 25 shoulder be re-constructed for a minimum of the driveway width plus twenty-five (25) feet on each side of the driveway. The limits for shoulder re-construction shall be shown on the plans and it shall include full depth asphalt construction. Tack coat shall be included between every asphalt lift and at the joints between new and existing asphalt pavement edges. Please include the appropriate detail and NYSDOT specification item number. The asphalt item numbers and depths shall conform to current superpave specification item numbers as follows: Top Course - 1-1/2", Item 402.098301M & Item 402.098311M Binder Course - 2-1/2", Item 402.198901M & Item 402.198911M Base Course - 6", Item 402.378901M&Item 402.378911M Sub Base Course—6", Item 17304.101199M 7. The plan must include the note 'Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 8. A driveway profile or on site elevations, including elevations at the State highway right- of-way line, shall be shown on the plans to ensure that all drainage is contained on site since we do not permit runoff from private property onto the State highways. 9. A note shall be added to the plans stating which consecutive NY 25 mile markers the site falls between or the mile markers shall be shown on the plan. 10. We recommend that permanent survey markers shall be installed at the property limits along the State highway frontage. 11. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit four(4) sets of revised plans. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Please always refer to the subject Case Number and the County Tax Map Number. Mr.Daniel C.Mooney • • + June 26,2008 Page 3 of 3 Thank you for your cooperation concerning this matter. Very truly yours, 3RIGINAL SIGNED q BY mei k TAS'' T SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold lir. Bruno Semon, Senior Site Plan Reviewer, Town of Southold s. Heather Lanza, Planning Director, Town of Southold SAS:MDW:ajf _9:,/25/2008 11:42 16312W8 DANIEL MOONEY • PAGE 01/03 j WL an DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD, P.O. BOX 702 MATTITUCK,NEW YORK 11952 (631) 298-1100 D`I—_ _ ^ FAX(631) 298-4998 JUN 762008]Ltf) -FACSIMILE MESSAGE- L..__ t 11 Twn Number of Pages w/Cover- Ma ...... ... M..,..�,10— FAX NUMBER: 2 651- 3t 36 FROM.: Daniel C. Mooney RF: 4V DS 0 rJ �° 1^ ✓vt ra•Q f—VW ( ] As Per Our Conversation. [ ] Priority [kj For Your Information [ ] For Your Approval [ ] As Requested ( ] For Your Review [ ] Please call upon receipt Original: ;k} Not Being Sent [ ] Sent Via Mail [ ] Via Overnight Mail COMMENTS: Tub The information contained in this fax message and the attachments immediately following is attorney privileged and confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution or copy of this eemmunicolion L siricNy prohibited. if you have received this communication in error,please immediately notify us by telephone and return the original message to us at the above address via the U.S.Postal Service. Pb�/22g5/2008 11:42 16312984998 DANIEL MOONEY PAGE 02/03 P" PTION.,y,_ • • a a m 1� N G a David A. Paterson u Governor O wV�'YORK STATE 0 New York State Office of Parks, Carol Ash Recreation and Historic Preservation Commissioner Historic Preservation Field Services Bureau a Peebles Island, PO Box 189,Waterford,New York 12188.0189 518-237-8643 June 19,2008 www,nysparks.com Daniel C. Mooney Hamlet of Mattituck 11700 Main Road,PO Box 702 Mattituck,New York 11952 Re: SEW Develop 1,93 acre situ/ 11520-1:150 blain a 725-825 Jolms Roads Mattituck SOUTHOLD, Suffolk County 08PR03121 Dear Mr, Mooney: Thank you for requesting the comments of the Of lce of Parks, Recreation and Historic Preservation (OPRHP) concerning your project's potential impact/effect upon historic and/or prehistoric cultural resources. Our staff has reviewed the documentation that you provided on your project. Preliminary comments and/or requests for additional information are noted on separate enclosures accompanying this letter: A dctem7ination of impaot/effect will be provided only after ALL documentation requirements noted on any enclosures have been met. Any questions concerning our preliminary comments and/or requests for additional information should be directed to the appropriate staff person identified on each enclosure. Incases where a state agency is involved in this undertaking, it is appropriate for that agency to detetinine whether consultation should take place with OPRHP under Section 14.09 of the New York State Parks, Recreation and Historic Preservation Law. In addition, if there is any federal agency involvement, Advisory Council on Historic Preservation's regulations, "Protection of Historic and Cultural Properties" 36 CFR 800 requires that agency to initiate Section 106 consultation with the State Historic Preservation Officer(SH PO). When responding, please be sure to refer to the OPRHP Project Revicw(PR)number noted above, Sincerely, Ruth L. Pierpont Discolor y � Yl� Enclosure MI® u - Q )id JUN 2 6 2008 1 , An Equal Opportunity/Affirmative Action Agency 0 pnmo ars weer s. nr� ,©6/25/2008 11:42 163129$8998 DANIEL MOONEYPAGE 03/03 • Page I of 1 REQUEST FOR ADDITIONAL INFORMATION ARCHEOLOGY PROJECT NUMBER OSPRO3121 ( Develop 1.93 acre site/11520-11750 Main & 725-825 Johns Roads/Mattituck/T/SOUTHO LD ) In order for us to complete our evaluation_ _,_,_....c ,ol ct w of the archaeological sensitivity of your project will need the following additional information C� Full project description showing area of potential effect. Clear, original photographs of the project area from all directions, keyed to a site plan. I7-1 Brief history of property. LC*vr, origirrat phomgrephsof the following: _1 Other: f.. Other: Complete'Set of Engineering Plans y� The boundaries of the project area should be clearly delineated on a United States Geological Survey (USGS) Quadrangle, or New York State department of Transportation (OOT) 7.5-minute (scale 1=24,000) map, Original scale should be used if photocopying and a label providing map title should be included.There are several "on-line" resources for these maps. Some examples include: terraserver. com and topozone.com, Please provide only the additional information checked above. for archaeological review. If you have any questions concerning this request for additional information, please call Michael Schifferli at 518-237-8643. ext 3281 PLEASE BE SURE TO REFER TO THE PROJECT NUMBER NOTED ABOVE WHEN RESPONDING TO THIS REQUEST Y � } D 00 81 JUN http://sphinx/PRRNMcadform,asp?iPm=1&iFId=17076&sSFile�form8.htm 6/19/2008 a • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOFT P.O. Box 1179 JERILYN B.WOODHOUSEO�� y0Southold, NY 11971 Chair Ile o OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (car. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDIiYMU,M'� Southold, NY 111, Telephone: 631 765-1935 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Gerard P. Goehringer, ZBA Chairman Members of the Zoning Board of Appeals From: Jerilyn B. Woodhouse, Chair Members of the Planning Board Date: June 23, 2008 Re: Mooney; End of the Road LLC (Hudson City Savings Bank) SCTM#122-03-17.1 ZBA# 6013B The Planning Board received your request for comments regarding the above application for substandard setbacks of the proposed buildings and for a special exception to have a parking area in the residential R-40 Zoning District. The above- mentioned has been reviewed for site development and the following comments are for the Board's consideration. Setbacks for proposed buildings: The proposed office building is noted as being 52.5 feet from the right of way and the proposed bank building is noted as being 73 feet from the right of way. The proposed bank building is noted as being 85 linear feet in width. As per section 280-50A,C, which states that "Structures shall be set back at least 100 feet from the right -of—way," and " A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on the street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setbacks required above and all buildings are at least 75 feet from the right-of-way." 0 0 After careful review, the Planning Board recommendation is to grant the above requested variances. The proposed location of the buildings will be set back further from the demolished North Fork bank building that had a front yard setback of only 44.5 feet. The proposed front yard setback of 52.5 feet for the office building and 73 feet for the bank building will be more in keeping with the nature and character along Main Street. It should be noted that the site to the west is much closer to the right-of-way as can be seen on the revised site plan. In addition the proposed development allows for a more efficient development of the lot with an access aisle along the center of the site that is aligned with Pacific Street across Main Road to the north, a design supported by a Traffic Impact study prepared by Eschbacher VHB. Lastly the proposed development allows for the bulk of parking being in the rear of the site and that is also in keeping with Route 25 (Main Street). Parking Area & Lighting The proposed construction on this 84,142 square foot parcel in the B/R-40 Districts is not permitted pursuant to section 280-781, which state, "When a parking lot is located partly in one district and partly in another district. Parking spaces on such a lot may be located without regard to district lines, provided that no such parking spaces shall be located in any residential district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals'. The parking area to the rear of the site was a concern to the Planning Board however, after careful consideration it would be the Boards recommendation to grant the Special exception based on the following: 1. The Planning Staff had recommended that the applicant revise the parking from an east/west orientation as proposed, to north/south that would make for a more efficient design and increase the circulation of the site. In addition, it would allow for an increased buffer area along the east site of the site, the most affected neighbor, which is a residential use. 2. At this point, guidelines for good exterior lighting have been discussed with the applicant. A lighting plan will be submitted for review and approval by the Planning Board that will determine what measures should be taken by the applicant to light only the subject parcel. Some conditions that the Planning Board will impose will be full cut off fixtures, light levels that do not exceed 0.1 foot candles (fc) at property lines and adjacent to business properties and no more than 0.05 fc at residential property boundaries. Last there will be regulatory hours of when lighting will be shut off but, due to the 24-hour nature of A 0 the ATM use, NYS regulates a minimum of 2 fc within 30 feet and 1 fc within 60 feet. It should be noted that the proposed location of the ATM is to be attached to east of the building closest to Main Street and approximately 100 feet away from the residential use noted on the plan. Summary: The most significant issues appear to be those that can be mitigated by good design to protect the character of the neighborhood, promote traffic safety, have adequate site circulation, and lessen the effects that development of a commercial use may have on the adjacent residential use. It should be noted that parking, landscaping and lighting will be reviewed carefully by the Planning Board to ensure the developed parking area will meet the needs of the use and be properly screened from view with a substantial buffer. The lighting plan will be reviewed so that all outdoor lighting is arranged so as to minimize the projection of direct light and glare onto adjoining properties and streets and will be imposed through conditions as part of an approved site plan. We hope that the information provided to you is helpful. Should you have any questions or need additional information, please contact the Planning Department. Thank you. WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, June 23, 2008 at 4:30 p.m. 4:30 p.m. Site Plans &Subdivisions Site Plans: Hudson City Savings Bank Plaza, a.k.a. End of the SCTM#: 1000-122-3-1.2, 2, 5.1, 17 Road, LLC Location: 11520-11750 NYS Road 25 in Mattituck Description: Two new buildings: one office building, 9,986 square feet, and one bank, 3,241 square feet on a 1.9 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts Status: Application review Action: Review draft comments to ZBA Subdivisions: Lot Line Change for the properties of Walker/Dzenkowski SCTM# 1000-21-3-26 & 27 Request for six month extension Location: on the north side of Southern Boulevard, approximately 1,310 feet south of Aquaview Avenue, in East Marion Description: proposal for a lot line change that will transfer 30,375 square feet from SCTM#1000-21-3- 26 (Lot 1) to SCTM#1000-21-3-27 (Lot 2) where, following the transfer, Lot 1 will equal 98,727 square feet and Lot 2 will equal 80,891 square feet in the R-40 Zoning District (Amended) Standard Subdivision of Owen Morrell SCTM#1000- 68-1-15.1 Review new plat, start SEQRA coordination and consider for Sketch Plan Approval Location: n/o Sound View Avenue, 1,700 feet e/o Diamond Lane, in Peconic Description: proposal to set off a 2-acre parcel from a 12.03 acre parcel in the R-80 Zoning District. Standard Subdivision of Robert Adipietro SCTM#1000-74-3-16 Review Draft Covenants and Restrictions & Road and Maintenance Agreement (attached) Review Suffolk County Planning Commission Comments (attached) Consider setting Preliminary Hearing at July 14th Public Meeting Location: on the a/s/o Peconic Lane, approximately 333 ft. s/o County Road 48, in Peconic Description: Proposal to subdivide a 2.038-acre parcel into three lots, where Lot 1 equals 20,229 sq. ft., Lot 2 equals 29,817 sq. ft. and Lot 3 equals 29,291 sq. ft., in the HB Zoning District. For Discussion: • Town Board requests for comments— 1. Farm Stand Code 2. Zone Change Submission Without a Cover Letter Sender: r }� vt�,h 1L Trp GUh� Subject: E(C' SCTM#: 1000 - Date: C. Corruile t : a 1 � • T DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 ,s"` ---�`• A V(631) 298-4998 June 16, 2008 d jggoptonline.net Hand Delivered Town of Southold Planning Board 53095 Route 25, P.O. Box 1179 k � Southold,NY 11971 y" Re: HUDSON CITY SAVINGS BANTA District 1000, Section 122, Block�"Ut 17.1 + Part 11 Environmental Assessment Form(Attachment "A") Dear Madam/Gentlemen: The applicant is in possession of the SEQRA report of Nelson, Pope and Voorhis in connection with the above-referenced project and wishes to respond/amplify and comment on the findings of Attachment "A". In particular, below are our comments on question numbers 12, 15 and 19 regarding prehistoric or paleontological importance; transportation systems and the character of the existing community. 1. Question No. 12, "sensitive archaeological site": Your writer has communicated with the N.Y.S. OPRHP. A copy of the correspondence was previously sent to the Planning Board staff. A response to that correspondence should be forthcoming. However, the Board may take note that the site (with the exception of one residential lot formerly lot 1.2) had been developed for at least 40 years and the site to the west (the former movie theatre and now sports store)had been in operation for many years prior thereto). The Phase I Environmental Impact Statement of P.W. Grosser (a copy of which was supplied to the Board) reveals that this site - on the "Kings Highway" had been developed with housing some time prior. Based upon these facts, it seems that the site is not an undisturbed archaeological site,but I am awaiting a response from New York State. 2. Question No. 15: The proposed site will not "alter present patterns of movement of people and/or goods". Your writer finds it difficult to imagine that a bank and office building to be located on the Main Road which handles the bulk of east/west traffic will result in an alteration of"present patterns of movement". The applicant has commissioned and submitted a traffic study which details the present and potential traffic in the area. As the Board is aware, the applicant has moved its entrance across from Pacific Street and the N.Y.S. DOT (upon information and belief since I have not yet received the same) has given approval to the curb cut on the Main Road. Town of Southold Planning Board June 16, 2008 Page Two Further, the applicant has moved the cross easement on the east further from the Main Road as requested by the Board and rearranged the traffic pattern on the site to improve the flow of traffic thereon. 3. Question No. 19 maintains that the proposed action will affect the character of the community and in particular,will have a potential large impact on "the density of land use". Your writer respectfully disagrees: A. There will not be a second home on Johns Road and the existing home will be removed negating any traffic on Johns Road. B. On the Main Road, the traffic heavy "beverage distribution business" will be removed, as well as the office, fire extinguishing business and the one-family home. C. I believe this Board and certainly the Architectural Review Board believes that the proposed demolition and construction - with curbs, sidewalks, landscaping etc. - will improve the area. In conclusion, I thank the Board for the opportunity to comment on the Phase II and hope that the responses are sufficient to resolve any questions in favor of the project. Thank you for your courtesy. Very truly yours, �. v (1UiI'". 0y DCM:nm Daniel C. Mooney c: Ms. Heather Lanza, via e-mail End of the Road, LLC WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, June 16, 2008 at 4:15 p.m. 4:15 p.m. Review Special Meeting Agenda 4:30 p.m. Special Meeting 4:45 p.m. Allan Connell, Natural Resources Conservation Service, USDA 5:00 p.m. Site Plans & Subdivisions Site Plans: Hudson City Savings Bank Plaza, a.k.a. End of SCTM#: 1000-122-3-1.2, 2, 5.1, 17 the Road, LLC Location: 11520-11750 NYS Road 25 in Mattituck Description: Two new buildings: one office building, 9,986 square feet, and one bank, 3,241 square feet on a 1.9 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status: Application review Action: Review site plan and comments from other agencies. Chase Bank, Southold SCTM#1000-61-4-1 Location: southeast corner of the intersection of NYS Route 25 and Wells Avenue, known as 53530 Main Road, in Southold Description: new construction of a 3,780 sq. ft. bank with two drive-through bays on a vacant 99,209 sq. ft. (2.28 acre) parcel in the HB Zone Status: new application Action: Accept application, declare Lead Agency, refer out and conduct coordinated SEQR review. Attachment: Copy of letter to applicant, staff report from NPV Subdivisions: Nickart Realty SCTM#1000-52-2-13 Location: south side of North Road, approximately 900 feet west of Bayberry Lane, in Southold. Description: Proposal to subdivide a 34,896 sq. ft. parcel into two lots where Lot 1 equals 17,438 sq. ft. and Lot 2 equals 17,438 sq. ft. in the R-40 Zoning District. Action: Review proposed subdivision. r,ls Hand Delivered lune 16, 2008 JUN 1 6 2008 Town of Southold Planning Board 53095 Route 25, P.O. Box 1179 -$ Southold, NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA District 1000, Section 122, Block 3, Lot 17.1 Part Ir Environmental Assessment Form (Attachment "A") Dear Madam/Gentlemen: The applicant is in possession of the SEQRA report of Nelson, Pope and Voorhis in connection with the above-referenced project and wishes to respond/amplify and comment on the findings of Attachment "A". In particular, below are our comments on question numbers 12, 15 and 19 regarding prehistoric or paleontological importance; transportation systems and the character of the existing community. 1. Question No. 12, "sensitive archaeological site": Your writer has communicated with the N.Y.S. OPRHP. A copy of the correspondence was previously sent to the Planning Board staff. A response to that correspondence should be forthcoming. However, the Board may take note that the site (with the exception of one residential lot formerly lot 1.2) had been developed for at least 40 years and the site to the west (the former movie theatre and now sports store)had been in operation for many years prior thereto). The Phase I Environmental Impact Statement of P.W. Grosser (a copy of which was supplied to the Board) reveals that this site - on the "Kings Highway" had been developed with housing some time prior. Based upon these facts, it seems that the site is not an undisturbed archaeological site, but I am awaiting a response from New York State. 2. Question No. 15: The proposed site will not "alter present patterns of movement of people and/or goods". Your writer finds it difficult to imagine that a bank and office building to be located on the Main Road which handles the bulk of east/west traffic will result in an alteration of"present patterns of movement". The applicant has commissioned and submitted a traffic study which details the present and potential traffic in the area. As the Board is aware, the applicant has moved its entrance across from Pacific Street and the N.Y.S. DOT (upon information and belief since I have not yet received the same) has given approval to the curb cut on the Main Road. • i Town of Southold Planning Board June 16, 2008 Page Two Further, the applicant has moved the cross easement on the east further from the Main Road as requested by the Board and rearranged the traffic pattern on the site to improve the flow of traffic thereon. 3. Question No. 19 maintains that the proposed action will affect the character of the community and in particular, will have a potential large impact on "the density of land use". Your writer respectfully disagrees: A. There will not be a second home on Johns Road and the existing home will be removed negating any traffic on Johns Road. B. On the Main Road, the traffic heavy "beverage distribution business" will be removed, as well as the office, fire extinguishing business and the one-family home. C. I believe this Board and certainly the Architectural Review Board believes that the proposed demolition and construction - with curbs, sidewalks, landscaping etc. - will improve the area. In conclusion, I thank the Board for the opportunity to comment on the Phase II and hope that the responses are sufficient to resolve any questions in favor of the project. Thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney c: Ms. Heather Lanza, via e-mail End of the Road, LLC DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 June 10, 2008 dcmooney@optonline.net Hand Delivered Town of Southold Planning Board r-- - , 53095 Route 25, P.O. Box 1179 Southold,NY 11971 ' �N � � t � h Re: HUDSON CITY SAVINGS BANK PLAZA 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17.1 �— Dear Madam/Gentlemen: y Again, thank you for your courtesy at last evening's meeting. ` I have received the N.P.V. Review and sent an e-mail to your staff, a copy of which is annexed hereto. I have also spoken and written to NYS OPRHP, re: the request for an archeological review (copy enclosed). However,please be assured of the following: 1. Having moved the dumpster to the west side (away from the southeast residence) at the suggestion of the Board staff, we will agree to have only off-hour pickup by the carting company to alienate any concerns. 2. The applicant will meet with the staff to revise the parking schematic and parking islands. However, I once again raise the issue of a buffer on the easterly side of the parcel - which borders a 'B" zoned parcel. There is no reason to make this applicant create a 25-foot buffer when there apparently will be a roadway running along the adjacent parcel from the Main Road to the south which has or will have a buffer on its entire length. 3. I believe that it would be appropriate to have a delineated crosswalk shown on the entrance driveway between the office and bank buildings and will ask the architect to provide the same on the site plan. 4. Hopefully, by next week we will have met with your staff and have a new parking schematic for your review. Again, thank you for your courtesy. Very t y yours, 7 DCM:nm Da[ � C. Mooney Enclosures c: End of the Road, LLC DANIEL C. MOONEY, Memo TO: H. Lanza, B.Semon and M.Terry From: Daniel C. Mooney Date: 6/10/2008 Re: Hudson City Plaza I have reviewed the N.P.V. Environmental Planning Review and would appreciate your supplying the following information to them if not already provided: 1. The P.W. Grosser Phase I details the history of this parcel and contains information which may/would be of assistance to N.P.V.and may obviate their comment about an archeological survey of this parcel which has been developed for about a half century. 2. The LWRP form was amended and Mr. Terry gave a report at the last session (June 3rd). Did N.P.V. have the amended questionnaire and/or report? 3. The Suffolk County Department of Health Services: as per the Notice of Incomplete Application is awaiting SEQR and had limited comments. 4. Was N.P.V.given a copy of the traffic study? 5. Was N.P.V. given a copy of the Town Engineer's Report with respect to the drainage plan? This may assist them in completing SEQR. If you wish, I will be happy to reimburse the Town for overnight delivery to N.P.V., if appropriate. Finally, I spoke with Mr. Butkovich at Hudson City Savings Bank to inquire if there was an industry standard in banking for parking spaces and he does not know of any such standard. Please let me know when we can meet to mark up the parking plan as I would like to have the parking resolved prior to the ZBA hearing. Thank you. DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 June 10, 2008 dcmooney@optonline.net via Express Mail NYS OPRHP Attention: Ms. Virginia Bartos Pebbles Island State Park Delaware Avenue Cohoes, NY 12047 Re: HAMLET OF MATTITUCK, TOWN OF SOUTHOLD 11520-11750 Main Road, Mattituck 725-825 Johns Road, Mattituck SCTM 1000-122-03-17.1 (formerly 1.2, 2, 17 and 5.1) Dear Ms. Bartos: As per our conversation, a client of mine is developing a 1.93 acre site at the above- referenced location. The site contains five buildings, pictures of which are enclosed and numbered as follows: 1. Beverage store and warehouse built about 1960 and added to in 1975 and 1997 (Lot 5.1); 2. Modular trailer approximately 30 years old (Lot 17); 3. Fire extinguisher business location built about 1975 (Lot 2}; 4. Office/residential building built about 1960 (p/o Lot 5.1); 5. Residence built about 1965 (p/o Lot 5.1); and 6. Vacant Lot 1.2. The Mapquest printout does not show the private road (Johns Road), but this is shown on the radius map. Could you please advise whether the site has any historical or archeological significance or if the client needs to do any exploration? Thank you for your courtesy. Very.truly yoyrs, l� DCM:nm Daniel C. Mooney Enclosures c: End of the Road, LLC TOWN OF SOUTHOLD STAFF REPORT PROJECT NAME: Hudson City Savings Bank Plaza site plan PREPARED BY: Heather Lanza DATE: June 8, 2008 LOCATION: South side of Rt. 25, Mattituck SCTM: 1000-122-3-Lots 5.1, 1.2, 2 & 17 APPLICANT: End of the Road LLC AGENT: Daniel C. Mooney SITE PLAN PREPARED BY: James V. DeLucca, R.A. DATE OF PLANS: 4.9.08 DATE OF SUBMISSION 4.14.08 SITE DESCRIPTION and REQUESTED ACTION Construct two new buildings and associated parking and landscaped areas: one office building, 9,986 square feet, and one bank, 3,241 square feet, on 1.93 acres in the General Business (B) zoning district. SEQRA CLASSIFICATION The proposed site plan may be considered an Unlisted action, pursuant to Article 8 (State Environmental Quality Review Act, SEQRA) of the New York State Environmental Conservation Law, Section 617. The Planning Board is conducting a coordinated review as Lead Agency, and has hired Nelson, Pope& Voorhis to conduct the SEQR analysis. Their initial review is attached to this report. It suggests some clarifications and additional information are needed to be able to make a determination of significance. See the summary at the end of this report. PARKING Bank Per § 280-78 of the Town Code, a bank requires 1 space for each 100 SF of gross floor area or 3 spaces per teller, whichever is greatest, plus a 5-space queuing area for each drive-through teller. As a result, a total of 32 stalls are required. The applicant, for the purpose of a more conservative parking calculation, has removed from the gross floor area the rest rooms, halls, walls, stairs & elevator and has provided parking based on a "useable" floor area of 2,359 square feet, providing 24 spaces for the bank (a rate of nearly 1 space per 150 s.f. of gross floor area), with seven of those spaces proposed as land-banked. The queuing area shows only three cars for one of the two drive-through tellers and two cars for the second teller. The code requires that five spaces of queuing be demonstrated for each teller. Page I of 3 The Americans with Disabilities Act (ADA) requires that 1 handicapped parking space be provided where 1 — 25 parking spaces are required. The applicant has provided six around the bank, two of which must serve the office building. Office Building For an office building the Town Code requires 1 space per 100 square feet of office space (not gross floor area). The applicant has provided a floor plan showing there are 6,122 square feet of office space proposed, requiring 61 parking spaces. The applicant has provided 61 parking spaces on the plan (at the rate of 1 parking space per 100 square feet of office space, or about 1 parking space per 160 s.f of gross floor area). The Americans with Disabilities Act (ADA) requires that 3 handicapped parking spaces be provided where 51 - 75 parking spaces are required. The applicant needs to provide one for the bank, and three for the office building, totaling four necessary. They have provided six around the bank, two of which must serve the office building. Discussion: 1. Although the Planning Board may allow or require parking to be land-banked where it can be shown that the full amount of required parking is not necessary, the applicant must demonstrate that the parking requirements in the Town Code can be met and the full amount of required parking be provided. Further, the seven land-banked parking spaces are located within a 25' landscape buffer area that is required by Town Code. 2. ADA parking spaces — only four are needed, yet six are shown. Also, ADA requires that handicapped parking spaces be as close as possible to the building they serve. The applicant should make an attempt to provide at least two handicapped spaces adjacent to the office building. The configuration as proposed requires handicapped people to cross the entrance driveway. 3. The ability for cars to safely circulate around the parking areas and buildings does not appear to be optimal. There are several problem areas including the following: a. If there are five cars queued for each of the two drive-through tellers (as required by Town Code, circulation around the bank becomes impossible, and the parking and cross-over driveway on the northeastern boundary become inaccessible. Also, how is two-way traffic accommodated here? b. The parking spaces on the northeastern boundary line require cars to back out into cars driving around other cars in the drive-through queue. Some or all of those spaces may not be situated in a safe manner. c. How is two-way traffic accommodated d. The dumpster is located such that when a truck is emptying it, it will block what might be the only access to the parking lot if there is a long queue for the drive- through tellers. e. Is there sufficient room for a truck to load and unload the dumpster? Will it be blocking the access to the parking lot (especially if there are, at the same time, three cars waiting for each teller at the drive-through). f The loading berth seems to be in an awkward location — is there sufficient space for a large truck to maneuver? Page 2 of 3 g. Landscaped islands — a detailed discussion follows in the Landscaping section of this report. 4. Parking lots in the front of buildings detract from the streetscape in an area where improving the streetscape is a high priority in the Mattituck Hamlet Stakeholder's recommendations. SIGNS The proposed signs area shown as facing parallel to the street, when most signs are perpendicular. No proposed signs have been shown to the Planning Board. LANDSCAPING The Town Code requires 35% of a site to be landscaped. The applicant has shown a plan with 34% of the lot area landscaped. It is unclear whether the area shown as land-banked parking is included in this area(it should not be included). The Town Code requires a 25' wide landscaped area on street frontage. The applicant shows land-banked parking within this 25' buffer. The Town Code requires 8' wide islands where two rows of parking spaces are adjacent to allow for shade trees to be planted and survive within a large parking lot. The planting islands proposed appear to be narrower than 8'. LIGHTING The lighting plan should be revised to include the footcandle measurements on the site plan, so it can be determined if it meets the requirement to prevent light pollution from crossing the property boundaries, particularly near the residential neighborhood. ATM's need to meet certain state codes for lighting. The ATM location should be identified and the proposed lighting shown in detail. PERMITS/REFERRALS still to come: • NYSDOT • SC DHS • SPDES permit SUMMARY The most significant issues appear to be those of mitigating the effects of a commercial business on neighboring residences, site circulation and safety, as well as creating landscaped areas that better meet the Town Code and have a chance of surviving and serving their purpose. Page 3 of 3 P6 DANIEL C. MOONEY, P.C. ATTORNEY 11700 Main Road P.O. Box 702 Mattituck,NY 11962 (63,}).298-f 100 fax(631) 298-4998 dcmooney@optontine.net June 3, 2008 Town of Southold Planning Board Attention: Ms. Heather Lanza 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Re: Hudson City Savings Bank End of the Road LLC District 1000, Section 122, Block 3, Lot 17.1 Dear Ms. Lanza: Thank you and the Board for your courtesy and the time spent at yesterday's work session. We look forward to next week's session and, hopefully, the receipt of specific recommendations from the Board to enable us to finalize the site plan for approval. At the conclusion of our meeting, Kristy made a copy of the LWRP coordinator's recommendation and page 1 of Mr. Richter's comments. If there is a page 2, could you please fax the same to me? Perhaps to expedite next week's session, would it be possible to receive a copy of the reports or recommendations to be discussed prior to the meeting? This would allow us to be better prepared and, hopefully, move the process along(a faxed copy would be fine). If I might sum up some of the things we discussed and which were agreed to by the applicant or with which the applicant had questions: 1. With respect to the residential parcel to the southeast, the applicant agrees to erect a six-foot stockade fence on the westerly and northerly boundaries of this parcel (in addition to the 25-foot buffer). 2. While there was some discussion of moving the cross easement on the Cardinale side further south, I reviewed the same after the meeting and wish to bring to the Board's attention the fact that the "stack up" for the drive thru needs to have room for people who decide not to use the drive thru to drive around the drive thru area. Ms. Heather Lanza June 3, 2008 Page Two In response to Mr. Terry's memorandum, we agreed to: 1. Meet dark sky standard; and 2. Pursuant to 13.1, E, Li. of Mr. Terry's memorandum, all of the buffers will maintain the mature trees. Pursuant to ¶3, F, i, Mr. Terry recommended that the five-foot buffer between the parcel and the Six Kings' parcel be increased. The applicant raises the following questions with respect to this: 1. The Six Kings parcel is zoned business; 2. If the Six Kings parcel is developed, it will also raise the rear area of its parcel for parking and drainage. Hence,the five-foot buffer may be sufficient; 3. We previously had a wall at the corner of John's Road and the Six Kings parcel and it was suggested to remove the wall (which we did); and 4. Do we really need a buffer between these parcels? A good example of where there is none is the Bridgehampton Bank building in Cutchogue. There is about a five-foot sloped buffer between the bank and Kaelin's Equipment and on the west side of that parcel there is no buffer in the parking areas. In ¶3, F, ii, Mr. Terry is correct that the Cardinale parcel has a proposed roadway which will serve the residential parcels in the rear unless Mr. Cardinale is able to obtain access to the residential parcels from New Suffolk Avenue. However, it would seem unfair to require the applicant's parcel be burdened with a twenty-five foot buffer to accommodate a residential roadway on another parcel. This also impacts on the parking the applicant has provided along its perimeter. With respect to the recommendations of the Architectural Review Board, we have incorporated a front door facing the street although it is our hope to utilize a lobby/reception area which is located in the middle of the building facing the bank. This is proposed for two reasons: 1. It obviates each professional office from needing its own waiting/reception area; and 2. Utilizing one entrance with video surveillance and a receptionist area adds to the security of the building. Further, the front of each building is slightly different because we did not want the buildings to look like they were out of "cookie cutters", but for each to have its own distinctive characteristics. Finally, the applicant agrees with the Board's comments on lighting fixtures and placement. Ms. Heather Lanza June 3, 2008 Page Three Perhaps you could share these thoughts with the Board members. Again, thank you all for your assistance. Very truly yours, DCM:nm Daniel C. Mooney c: End of the Road LLC W W M-006(Rev. 5/02) S SUF*COUNTY DEPARTMENT OF HEALTH�VICES FFICE OF WASTEWATER MANAGEME � •�`� 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 1 (631)852-5700 GMZ 4 NOTICE OF INCOMPLETE APPLICATION—COMMERCIAL TO: James V. DeLucca RA PROJECT NAME: Hudson City Savings Bank Plaza 12 Linda Lane East Riverhead, New York REFERENCE NO.: C10-08-0005 SCTM NO.: 1000-122-3-1.2, 2, 5.1, 17 Your submission for the referenced project has been reviewed. This office will require the following for further review and/orapproval: ❑ Completed Application WWM-004 ❑ Engineering Report ❑ Processing Fee$ due ❑ Article 6(Subdivision)Approval ® SEQRA Determination- Town & County ❑ Water Quality Approval ❑ Wetlands Permit or Waiver-NYSDEC/Town ® Pollution Control Approval for sanitary abandonment ❑ Town/Village Zoning Letter ❑ Sewer District Approval ❑ Restrictive Covenants for: ❑ Review Board Determination ❑ SPDES Application form D ❑ P.E. /R.A. Certification of Existing Sanitary System ❑ Well Water Analysis ® Certificate of Authorization or Disclaimer ❑ Public Water and Sewer Availability Letters, BOTH ® Page I of the Short Environmental Assessment Form FSize FORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS Tax Map Number ❑ Storm Drainage Structure Locations nds Description ❑ Gallons/Day/Acre Sewage Discharge ❑ Key Map ❑ Sewage Disposal Design Calculations ss Street ® Location/Layout of Sewage System ❑ Location/Date/Results of Soil Borings/Test Holes ❑ Profile/Details of Sewage System ❑ Floor Plans ❑ Sewage System Invert Elevations ❑ Gross Floor Area of Building(s) 1:150% Expansion Area for Leaching Pools ❑ All Surface Waters Within 300 ft. ❑ Water Service Line Location(s) ❑ Topographical Contours (5 ft. interval) ❑ Private Well Details and Location ® Neighboring Wells within 150' of Property (or ❑ Profile/Details/Location of Water Supply System specify that there are none) ❑ Existing Building, Sewage/Water System Location(s) ❑ Signature& Seal of Design Professional ❑ ❑ 5" x 7" Clear Area for Department Approval ❑ ❑ Other: Project does not conform to Department Standards. See enclosed Notice of Non-Conformance. ® Comments: I will take care of getting the county's SEORA Determination I will need the Town's Determination plus Page 1 of a Short Environmental Assessment Form completed and returned in order for me to do that The minimum horizontal separation from the edge of a sanitary leaching pool to the property line is ten feet (Office Building System Design). Please carry the inverts from the building through the proposed system to the final leaching pool with the longest run from the Distribution-Leaching Pool Please contact the SCDHS Office of Pollution Control at 854-2501 to arrange for an evaluation of the existing septic sstems on this site and a determination of the proper abandonment procedures CC: End Of The Road LLC D : Jo 575 Pine Place Post Office Box 731 #ATEy 28, 2 08 East Marion, New York 11939 PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) w -2-'1-J pf SOU OFFICE LOCATION: �� TyO MAILING ADDRESS: Town Hall Annex ,�O l� P.O. Box 1179 54375 State Route 25 ,1L Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) T Southold,NY G Q Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR TOWN OF SOUTHOLD MEMORANDUIn ,,,,_,r.. ..-, To: Jerilyn Woodhouse, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Principal Planner Date: June 2, 2008 , __.. P`� Re: Ci Savings Proposed Site Plan for Hudson Bank p City g NYS Road 25 in Mattituck SCTM#1000-122-3-17.1 Zoning District: GB This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential40 zoning districts located approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck.New SCTM# 1000-122-3-17.1 formally known as SCTM: 1000-122-3-1.2,2, 5.1 & 17 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the infonnation provided on the LWRP Consistency Assessment Form submitted to this depa hent as well as the records available to me, it is my determination that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. It is recommended that that the Planning Board consider the following policy standards to further the below listed policies: Policy Standards 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. It is recommended that all lighting be designed to meet "dark sky" standards to preserye the night sky_. C. Screen components of development which detract from visual quality. •. • D. Use appropriate siting, scales,forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Preserve existing vegetation which contributes to the scenic quality of the landscape. i. It is recommended that the parking area and buffers be designed to integrate existing mature trees within the design. F Improve the visual quality associated with hamlet areas. Hamlet areas by nature of zoning create a mixture of residential and commercial uses within close proximity to each other. It is recommended that following components be designed in to the site plan to further this policy i. A 5' "planted" buffer is proposed to separate the parking area and the proMity of"Six Kings LLC" to the south. It is recommended that the buffer width be increased. ii. In addition a 2.9' "planted" buffer is proposed adjacent to the right- of-way serving the residential uses on the property of"Cardinale"to the north. It is recommended that the buffer is increased to a minimum of 25' in width and heavily vegetated to separate the residential and commercial uses of the properties. Pursuant to Chapter 268,the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Bruno Semon, Senior Site Plan Reviewer File �l �r ENVIRONMENTAL PLANNING REVIEW PART III—PROJECT IMPACTS AND THEIR MAGNITUDE DISCUSSION OF THE IMPORTANCE OF IMPACTS Hudson City Savings Bank, 11520-11750 Main Road Mattituck Prepared for: Town of Southold Planning Board - P.O. Box 1179 Southold,New York 11971 Prepared by: Nelson,Pope& Voorhis, LLC 572 Walt Whitman Road _ 3 2008Melville,New York 11747 JUN (631)427-5665 Contact: Charles J. Voorhis,CEP, AICP ---" Date: June 2,2008 PROJECT NAME: Hudson City Savings Bank,Mattituck PROJECT TYPE: Site Plan Application LOCATION: 11520-11750 Main Road, Mattituck,Town of Southold,County of Suffolk SCTM: 1000-122-03-1.2,2,5.1,17 ZONING DISTRICT: B—General Business District and R-40—Low Density Residential District OVERLAYS: NA TOTAL PROJECT AREA: 1.931 acres The Town of Southold Planning Board has retained Nelson, Pope & Voorhis, LLC (NP&V) for consulting services in review of the above referenced project. This report includes a summary of the site conditions and the proposed project, review of submitted materials, discussion of environmental and planning considerations, examination of project impacts and their magnitude, and a discussion of the importance of impacts to assist the Planning Board in evaluating the project and issuing a Determination of Significance under SEQRA. The proposed action involves the demolition of the existing buildings and construction of a new bank and office building on a 1.931 acre parcel zoned B-General Business District and R-40, situated in Mattituck,NY. Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 The site has been inspected by NP&V and the submission materials noted herein have been evaluated. Review of the EAF Part I was completed; however, many items were left blank or contained inaccurate information. In addition, although not specifically a part of this review, the Coastal Consistency Review Form provides incomplete responses. A Part Il was completed by this office and identified potential impacts on land, drainage, transportation, aesthetics, community character and cultural resources. Potentially large impacts are discussed in this document. Based upon this initial review, NP&V recommends that the Planning Board hold a decision with respect to a SEQRA determination until the applicant has the opportunity to provide additional information that will assist the Planning Board in rendering a determination. SITE AND AREA DESCRIPTION The project site is located on the south side of Main Road (NY State Route 25), across from the southern terminus of Pacific Street, Mattituck, Town of Southold, in the County of Suffolk. The 1.931-acre parcel is currently improved with six buildings, which consist of a beverage distributor, office space, a residence, and associated structures. The site is zoned B — General Business District nearest to Main Road on the north part of the site, and R-40 — Low Density Residential District on the south part of the site. The adjoining parcels in the area fronting Main Road are zoned B-General Business District, and the business zoning of the property to the west extends south to John's Road. The remaining parcels along John's Road are zoned R-40. The adjacent zoning districts north (across Main Road) and south of Main Road are residentially zoned, with the exception of a parcel in the MI - Marine Zoning District to the southeast. The MI zoning district is situated at the end of James Creek;this parcel is utilized as a marina. REQUESTED ACTION The proposed action involves the demolition of the existing six buildings on the property to construct a new 3,244 SF bank, a new 9,982 SF office building, and an associated parking lot (38,108 SF in size) for the two buildings. The proposal will require site access alterations as the existing curb cut on Main Road will be removed and a new driveway will be constructed directly opposite Pacific Street. The perimeter of the property is to be improved with landscaping as detailed on the Site Plan and Planting Plan. SITE PLAN SUBMISSION AND SUPPLEMENTAL INFORMATION The Applicant has provided the following forms and information, which comply with the Town's Site Plan Application submission requirements: Page 2 Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 • Part I -Long Environmental Assessment Form • Site plan(revised submittal: 04/16/2008) • Certified Survey • Construction Plans/elevations 200' Radius Map(revised submittal: 04/16/2008) • Lighting Plan(revised submittal:04/16/2008) a Landscaping Plan(revised submittal: 04/16/2008) • Septic and Drainage Plan(revised submittal:04/16/2008) REFERRALS The Planning Board Office requested input from various decision-making agencies and service providers by sending referrals. The information provided in the responses to these referrals is summarized herein. NYS Department of Transportation letter of April 25, 2008 - The letter indicates that a site plan was received by the DOT in application for improvements along Route 25. The letter notes that the site plan does not contain all of the information normally required for review, but that review will begin with conceptual comments. The most recent plan shows the ingress/egress access to Route 25. No comments have been provided to date. Suffolk County Department of Health Services letter of April 22, 2008- SCDHS indicates that an application for the subject property as required by Article VI of the Suffolk County Sanitary Code has not been received, and that an application should be submitted so a complete technical assessment of the project can be undertaken. The letter also notes that the construction of sanitary systems should not occur without Department approval. Septic systems for the subject property are currently proposed on the northwest side of each building. ZONING BOARD OF APPEALS The proposed project requires review and approval by the Zoning Board of Appeals(ZBA), for a special exception to allow for parking for a commercial area on a residentially zoned lot. SEQRA STATUS The Planning Board conducted a coordinated review for lead agency and the action was classified as an Unlisted Action under SEQRA. A SEQRA Determination of Significance should be issued once the Planning Board determines that there is sufficient information to render a determination. Page 3 Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 ENVIRONMENTAL RESOURCES �6 eX.& There are no designated tidal or freshwater wetlands on site or in the immediate vicinity. The entire property was previously developed with the commercial uses fronting Main Road and a residential structure facing John's Road. The underlying soil according to the Suffolk County Soil Survey (Warner, 1975) is identified as CuB — Cut and Fill, gently sloping. Any development constraints were mitigated during the original construction of the structures, therefore no significant impact on soils and topography are anticipated. A review of the Suffolk County Water Authority (SCWA) Distribution Maps from 2007 indicates that there is a water main near the subject property located along Main Road. The site is located in Groundwater Management Zone IV, which allows a commercial discharge of 600 gallons per day(gpd) per acre provided public water is available. The elevation of groundwater beneath the subject site is approximately 4 feet above mean sea level (msl) according to test hole data from June 8, 2007. The topographic elevation of the property is approximately 13 feet above msl, based on the topography provided for the site. As a result, there is a shallow depth to groundwater of approximately 9 feet. The shallow depth to groundwater warrants more detailed evaluation of the status of SCDHS approvals, sanitary system cross sections, Town Engineer review of drainage systems, and grading/fill which may be necessary due to the depth to groundwater. The subject property is located south of the north fork groundwater divide. The direction of groundwater flow is expected to be horizontal and to the south towards James Creek and Peconic Bay. The SCDHS must approve sanitary facilities under Article 6 of the Suffolk County Sanitary Code. The site is in an area of archaeological sensitivity according to the Office of Parks, Recreation and Historic Preservation (OPRHP) maps. Though the site is developed; it has not been demonstrated that substantial ground disturbance has occurred to the extent that cultural resources are not present. An archeological survey (Phase IA/1B) should be prepared and submitted for review by the Town and OPRHP). No other significant natural resources were encountered as the site is currently a developed Ccommercial area and residence. PLANNING CONSIDEORATIONS The proposed project will remove the existing buildings and vegetation and add a bank, an office building and associated parking. The proposed action requires a special exception from the Zoning Board of Appeals for commercial parking within a residential zoning district. The site is zoned B (General Business) and R-40 (Low Density Residential) and is surrounded by businesses fronting Route 25 in this area of the site. Across Main Road are RO (Residential Page 4 Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 Office)zoned uses. The property to the west provides precedent for extension of commercial use to the south. The extension of non residential use towards John's Road may set a precedent for commercial use of residential properties to the east which front John's Road. This is not necessarily an undesirable precedent, particularly in view of the commercial depth of zoning on the parcel west of the subject site; however, potential land use conflicts with residential uses in the area must be adequately addressed as outlined below. Land use compatibility is a large concern with respect to residential uses south of the subject site across John's Road. The south side of John's Road is developed with homes and is zoned for residential use. The planting plan indicates a 25' wide area of plantings along John's Road frontage, as well as along the eastern property line shared with a residential use; however, the plan does not appear to provide an adequate buffer to mitigate the potential noise, lighting, and impacts related to vehicular activity associated with a parking area adjoining a residential home to the east and residential homes south of John's Lane. The applicant should provide a revised buffer plan including appropriate setbacks, noise mitigation, and landscaping, etc. so that potential land use conflicts are fully assessed. [ n� POTENTIAL IMPACTS I t A Part II Environmental Assessment Form (EAF) has been completed for the proposed action and is included as an Attachment. Several items were identified as potential impacts and are tentatively indicated as Small to Moderate Impact; however, further information may be needed to finalize this category and ensure that no adverse environmental impacts will occur. Further discussion is provided below for each item identified in the Part II: 1. Will Proposed Action result in a physical change to the project site? The project proposes to demolish all existing structures and vegetation and to construct new J buildings, a parking lot, and landscaping on the subject property. The proposed project will consist of clearing the entire subject property. The property will be 7 \o, established with two (2) office structures and parking which requires a special exception in a residential zone. This is a substantial physical change in the project site. Grading, drainage, sanitary discharge, landscaping and restoration of portions of the site should be examined with respect to this major change in the physical characteristics of the subject site. 6. Will Proposed Action alter drainage flow or patterns, or surface water runoff? Grading, an increase in pavement, and a reduction in natural area will alter surface runoff on the subject property. As a reduction in natural area will occur, drainage flow patterns in the area will be altered. The establishment of substantial impervious surfaces on the site will require substantial drainage. There is a shallow depth to groundwater. NYSDEC has adopted new regulations under GP-08-01 requiring adequate stormwater retention, which typically exceeds formerly typical drainage requirements, particularly in meeting water quality criteria. Potential erosion toward the Pages 0 0 Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 neighboring properties should be addressed. Grading, drainage and erosion control must be evaluated and mitigated. 11. Will Proposed Action affect aesthetic resources? Route 25 is a Designated New York State Scenic Byway; landscaping and building design should consider aesthetics. The site is in proximity to residential uses across Main Road to the west and northwest. A rendering of the new building has been provided and the landscape plan has been reviewed. The architectural design appears to be a substantial improvement based on the building design as compared to the existing structures. Site landscaping will be coordinated and much improved over current conditions. The plant materials include trees where space permits and will use deciduous as well as coniferous trees. Other areas will be enhanced with groundcover vegetation and flowering plants. Trees on the north part of the site will be removed and will reduce aesthetics and screening with limited area for replanting of landscape vegetation. It should be noted that the aesthetics of this site development with respect to the Route 25 scenic by-way is an important consideration for evaluation and appropriate mitigation. 12. Will the Proposed Action impact any site or structure of historic,prehistoric or paleontological importance? The site is located within an Archaeologically Sensitive Area. The site is located within an archeologically sensitive area as determined by The State Historic Preservation Office. A cultural resources assessment (Phase IA/B Archaeological Survey) should be prepared for review by the Town and OPRHP. 15. Will there be an effect to existing transportation systems? There is potential impact to Main Road and Pacific Street as the ingress/egress to the project site will be located directly across from Pacific Street The proposed project includes a new site access directly across from Pacific Street. This action will require review and approval by the New York State Department of Transportation (NYSDOT). 19. Will Proposed Action affect the character of the existing community? G Proposed Action will cause a change in the density of land use and may set an important precedent for future actions. The proposed project will result in certain aesthetic improvements to the site including new structures with architectural improvements and a coordinated landscape plan. The overall intensification of the site use is of concern particularly in view of the large area of residential zoning which is proposed to be used for commercial parking through a special exception. The proximity to residences and intensification of site use, including parking and associated noise, lighting and level of activity, on and adjoining residential zoning and use parcels is expected to change the character of the neighborhood to the south and east. The design should be further evaluated in view of this potential land use conflict. In addition, it is more typical that such Page 6 0 Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 changes in use are determined through a Town Board change of zone than a special exception which typically difficult to obtain. Further information regarding the status of the ZBA decision and why a change of zone was not pursued would be useful. SUMMARY AND CONCLUSION This document addresses information available to date and offers consideration of potential impacts of the project in the context of the State Environmental Quality Review Act. The Part I EAF was reviewed and a Part 2 EAF has been completed and attached. Further evaluation of the issues identified in the Part 2 EAF indicates that potential impacts are potentially large. The Planning Board may wish to request additional information in order to evaluate impacts, mitigation and alternatives. Issues are identified above and include: • Water Resources — depth to groundwater, grading, conformance to SPDES GP-08-01, ' sanitary and drainage installation, flooding and erosion control. • Land Use and Zoning — precedent, status and reason for special exception, land use conflicts, noise, lighting and parking lot activity in a residential area to the south and southeast. • Transportation—NYSDOT approvals and potential access/transportation impacts. • Community Character and Aesthetics — Route 25 Scenic By-Way, change in site character, landscaping for appropriate aesthetic character. • Cultural Resources—site is in a culturally sensitive area. Based upon this initial review, NP&V recommends that the Planning Board hold a decision with respect to a SEQRA determination until the applicant has the opportunity to provide additional information that will assist the Planning Board in rendering a determination. Page 7 i • Hudson City Savings Bank,Mattituck Environmental Planning Review NP&V No.08106 ATTACHMENT A PART II ENVIRONMENTAL ASSESSMENT FORM Page 8 PART 2 - PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Information(Read Carefully) I In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. ! The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But,for any specific projector site other examples and/or lower thresholds maybe appropriate for a Potential Large Impact response,thus requiring evaluation in Part 3. I The impacts of each project,on each site, in each locality,will vary. Therefore,the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. ! The number of examples per question does not indicate the importance of each question. I In identifying impacts,consider long term,short term and cumulative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. C. If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided,check column 2. If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impact will be potentially large(column 2)does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate impact,also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in a physical change to the project site? NO ❑ YES R Examples that would apply to column 2 © ® ® ❑ • Any construction on slopes of 15%or greater,(15 foot ■ Yes No rise per 100 foot of length),or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table ® ❑ Yes ®No is less than 3 feet. • Construction of paved parking area for 1,000 or more ❑ ❑ Yes []No vehicles. • Construction on land where bedrock is exposed or ® ❑ Yes ❑No generally within 3 feet of existing ground surface. • Construction that will continue for more than 1 year or ❑ ❑ ❑ Yes ❑No involve more than one phase or stage. • Excavation for mining purposes that would remove ❑ ❑ Yes ❑No more than 1,000 tons of natural material(i.e., rock or soil)per year. Page 11 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Construction or expansion of a santary landfill. ❑ ❑ ❑Yes [:]No • Construction in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes [:]No 2. Will there bean effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.) ElNO E]YES Specific land forms: ❑ ❑ ❑Yes ❑No Impact on Water 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) ElNO El YES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ ❑Yes ❑No Dredging more than 100 cubic yards of material from channel of ❑ ❑ ❑Yes ❑No a protected stream. • Extension of utility distribution facilities through a protected water ❑ ® 11 Yes ❑No body. Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 4. Will Proposed Action affect any non-protected existing or new body of water? ❑NO ❑YES Examples that would apply to column 2 • A 10%increase or decrease in the surface area of any body of ❑ ❑ ❑Yes ❑No water or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface © ❑ ❑Yes ❑No area. • Other impacts: ❑ ❑ ❑Yes ❑No Page 12 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 5. Will Proposed Action affect surface or groundwater quality or quantity? SNO ®YES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ ❑Yes ❑No • Proposed Action requires use of a source of water that does not ❑ ❑ ❑Yes ❑No have approval to serve proposed(project)action. • Proposed Action requires water supply from wells with greater ® © ❑Yes ❑No than 45 gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ❑No • Liquid effluent will be conveyed off the site to facilities which ❑ ❑ ❑Yes ❑No presently do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons ❑ ❑ ❑Yes ❑No per day. • Proposed Action will likely cause siltation or other discharge into ❑ ❑ ❑Yes ❑No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or ❑ ❑ ❑Yes ❑No chemical products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without ❑ ❑ ❑Yes ❑No water and/or sewer services. • Proposed Action locates commercial and/or industrial uses ❑ ❑ ❑Yes ❑No which may require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: ❑ ❑ [—]Yes ❑No Page 13 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 6. Will Proposed Action alter drainage flow or patterns,or surface water runoff? ❑NO ❑. YES Examples that would apply to column 2 • Proposed Action would change flood water flows ❑ ❑ ❑Yes No • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes ❑No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated 0 ❑ ❑Yes ❑No floodway. • Other impacts: ® ❑ ❑Yes ❑No IMPACT ON AIR 7. Will Proposed Action affect air quality? r.1 NO ❑YES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any ❑ ❑ ❑Yes ❑No given hour. • Proposed Action will result in the incineration of more than 1 ton ❑ ❑ ❑Yes ❑No of refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour ❑ ❑ ❑Yes ❑No or a heat source producing more than 10 million BTU's per hour. • Proposed Action will allow an increase in the amount of land ❑ ❑ ❑Yes ❑No committed to industrial use. • Proposed Action will allow an increase in the density of ❑ ❑ ❑Yes ❑No industrial development within existing industrial areas. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ❑. NO ®YES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or ❑ ❑ ❑Yes ❑No Federal list, using the site,over or near the site, or found on the site. Page 14 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ ❑Yes ❑No • Application of pesticide or herbicide more than twice a year, ❑ ❑ ❑Yes ❑No other than for agricultural purposes. • Other impacts: ❑ ❑ ❑Yes E]No g. Will Proposed Action substantially affect non-threatened or non- endangered species? ❑NO ❑YES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident ❑ ❑ ❑Yes ❑No or migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres of ❑ ❑ ❑Yes ❑No mature forest(over 100 years of age)or other locally important vegetation. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? 0 NO ❑YES Examples that would apply to column 2 • The Proposed Action would sever,cross or limit access to ❑ ❑ ❑Yes ❑No agricultural land(includes cropland, hayfields,pasture, vineyard, orchard,etc.) • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes ❑No agricultural land. • The Proposed Action would irreversibly convert more than 10 ❑ ❑ ❑Yes ❑No acres of agricultural land or,if located in an Agricultural District, more than 2.5 acres of agricultural land. Page 15 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ❑ ❑ ❑Yes ©No agricultural land management systems(e.g.,subsurface drain lines,outlet ditches, strip cropping);or create a need for such measures(e.g. cause a farm field to drain poorly due to increased runoff). • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary, use the Visual EAF Addendum in Section 617.20,Appendix B.) ❑NO [DYES Examples that would apply to column 2 • Proposed land uses,or project components obviously different ❑� ❑ ❑Yes ❑No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of El ❑ ❑Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or ❑ ❑Yes ❑No significant screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? ❑NO YES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or ❑� ❑ ❑Yes ❑ No substantially contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within Q ❑ ❑Yes []No the project site. • Proposed Action will occur in an area designated as sensitive ❑ B ❑Yes ❑ No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? ❑ NO []YES Examples that would apply to column 2 • The permanent foreclosure of a future recreational opportunity. © ❑ ❑Yes ❑No • A major reduction of an open space important to the community. ❑ ❑ ❑Yes []No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established pursuant to subdivision 6NYCRR 617.14(g)? ❑. NO ®YES List the environmental characteristics that caused the designation of the CEA. Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑ ❑Yes ❑No • Proposed Action will result in a reduction in the quantity of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will result in a reduction in the quality of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will impact the use,function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ ❑ ❑Yes ❑No Page 17 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ❑NO r. YES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or ❑ 0 [:]Yes ❑No goods. • Proposed Action will result in major traffic problems. 0 ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON ENERGY 16, Will Proposed Action affect the community's sources of fuel or energy supply? [H]NO []YES Examples that would apply to column 2 • Proposed Action will cause a greater than 5%increase in the ❑ ❑ []Yes [:]No use of any form of energy in the municipality. • Proposed Action will require the creation or extension of an ❑ ❑ []Yes [:]No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ []Yes []No NOISE AND ODOR IMPACT 17. Will there be objectionable odors, noise, or vibration as a result of the Proposed Action? [DNO ®YES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital,school or other sensitive ® ❑ []Yes []No facility. • Odors will occur routinely(more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the ❑ ❑ ❑Yes ❑No local ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ [I Yes ❑No Page 18 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? F]NO ❑YES • Proposed Action may cause a risk of explosion or release of ❑ ❑ []Yes []No hazardous substances(i.e.oil,pesticides, chemicals, radiation, etc.)in the event of accident or upset conditions,or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" ❑ ❑ ❑Yes [:]No in any form(i.e.toxic, poisonous, highly reactive, radioactive, irritating, infectious,etc.) • Storage facilities for one million or more gallons of liquefied ❑ ❑ ❑Yes ❑No natural gas or other flammable liquids. • Proposed Action may result in the excavation or other ❑ ❑ ❑Yes ❑No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? ❑NO ❑YES Examples that would apply to column 2 • The permanent population of the city,town or village in which the 0 ❑ ❑Yes ❑No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating S ❑ ❑Yes ❑No services will increase by more than 5%per year as a result of this project. • Proposed Action will conflict with officially adopted plans or ❑ ❑Yes ❑No goals. • Proposed Action will cause a change in the density of land use. ❑ ❑� ❑Yes ❑No • Proposed Action will replace or eliminate existing facilities, '❑ ❑ ❑Yes ❑No structures or areas of historic importance to the community. • Development will create a demand for additional community ❑ ❑Yes ❑No services(e.g.schools, police and fire,etc.) Page 19 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Proposed Action will set an important precedent for future l ❑ ❑Yes ❑No projects. • Proposed Action will create or eliminate employment. ❑ '❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ©No 20. Is there, or is there likely to be, public controversy related to potential adverse environment impacts? ©. NO ®YES If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 r SCOTT A. RUSSELLo0* 4� �g�FFU( ��oG '. JAMES A. RICHTER, R.A. �� SUPERVISOR y� ENGINEER TOWN HALL - 53095 MAIN ROAD y = TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765-1560 ' O! �' JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US 7 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse ,.--f 1Ufay 28; 2008 I Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Hudson City Savings Bank State Route 25, Mattituck SCTM#: 1000-122-03-(1.2, 2, 5.1 & 17) Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the site plan for the above referenced project. This Site Plan has been prepared by the office of Nathan Taft Corwin, III, L.S. &James V. DeLucca, R.A. and has a revision date of April 9, 2008. Please consider the following: 1. The proposed disturbance resulting from construction activities and grading of this site will be greater than one (1) acre in area. This project will require coverage from NYS Department of Environmental Protection(DEC)under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-02-01) prior to the initiation of construction activities. 2. A New York State Curb Cut Permit is required for this project. 3. Flood Zones have been indicated on the Site plan. The Existing eight (8') foot contour has been shown to encroach into the proposed Bank Facility. It is recommended that Flood Zones be verified by the Building Department prior to Planning Board approval. 4. There are at least two setback issues related to the side&front yards as well as the total width of the proposed Bank that will need to be reviewed by the Zoning Board of Appeals. This site plan should be reviewed by the Building Department to verify all issues that will require ZBA review. 5. Chapter 280-94, requires a minimum separation between residential lots of twenty five (25') feet. These areas have been provided but the proposed screen planting & landscaping does not appear to meet the minimum requirements for size, height&spacing listed in this chapter. This item should be reviewed and approved by the Planning Board. Planning Board C & R's should be provided to require maintenance of Buffer Areas to comply with Chapter 280-92. 6. Chapter 280-95, requires the placement of interior landscaping within the pavement areas. This code section also requires these areas to have a minimum dimension of eight (8')feet. Trees, planted at 40' O.C., are also required at the perimeter of all parking areas adjacent to property lines. The proposed landscaping does not appear to meet these requirements. Page 1 of 2 Jerilyn B. Woodhouse, Chairperson - Planning Board May 28, 2008 Re: Hudson City Savings Bank SCTM #: 1000-122-03-(1.2, 2, 5.1 & 17) Page 2 of 2 7. Along the southwesterly property line there is an indication of new curbing parallel to and at a distance of five(6)feet from the property line. The proposed curb elevations would require a 1:1 slope to achieve this new elevation. Vegetated landscaping with Slopes steeper than 1:3 is not recommended. The proposed grades in this area should be redesigned or retaining walls should be provided to stabilize this area and prevent erosion. 8. Chapter 280-93, Front Landscaped Area. Requires a minimum landscaped strip of twenty five(25')feet in depth in the front yard area. The site plan indicates that this area will also be used to provide land banked parking. Approval of land banked parking in this area would replace the required landscaped strip and therefore would not be recommended at this location. 9. The proposed future cross over agreement on the easterly side of the site is located approximately 50' from the State right-of-way. It is recommended that this cross over be relocated as far south as possible to allow for more uniform and secure traffic patterns related to the proposed development of property to the East. 10. Drainage calculations have been provided and meet the minimum requirements of Town Code. The proposed drainage design is considered satisfactory. 11. The Radius Map indicates a driveway encroachment by the residential lot located in the South Easterly corner of the site. Will the Planning Board require the applicant to address this issue? Who will be responsible for relocating the residential access? 12. In general, the site plan meets the minimum area requirements for 35%landscaping. However, the buffer areas appear to provide minimal screening for the adjacent residential properties. This item should be reviewed and approved by the Planning Board. 13. The proposed site lighting appears to be excessive. The Planning Board should review this issue with the applicant to verify the need for the quantity of lighting that has been proposed. If you have any questions regarding this review, please contact my office. Sincerely, James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) • r� May 16, 2008 ZOA To the Southold Town Planning Board: Chairperson, Jeri Woodhouse 1 200$ George Solomon 1 Joseph Townsend Kenneth Edwards Martin Sidor Southold Town Board, Zoning Board of Appeals, and the Architectural Review Committee: We are writing in reference to the Hudson City Saving bank complex that is being proposed for the site located along Rt 25 in Mattituck. As property owners we have some major concerns about the proposed plan. As you may or may not be aware the property that cuts into and is surrounded by on two sides by this complex does not belong to the Lucas family (which the survey incorrectly displays) It belongs to I, Stephanie Ruggles, and my Fianc6 Kevin Beasley. We bought the property in November of 2006. We appreciate you taking the time to listen to our concerns. We believe that if anyone can imagine their own home in the position of ours, you'll understand and consider some immediate, necessary changes to the plan. Before the adjacent properties of land were cleared out, our property was completely private. We were completely surrounded by brush and trees that were visually protecting us, and the foliage was a noise buffer from the busy main road. Now we not only constantly hear traffic, but can see it, and can be seen as well. We feel extremely vulnerable living 25 feet away from a parking lot and drive-through. We are requesting not only trees be planted for privacy to replace what once was, but also a solid fence to be built. If it can't surround the entire bank complex, consider at least around the north and west sides of our property. Without that fence, our property will be open for people to walk through, skateboarders to roam, and will be exposed to a lot of noise. I'm sure you are aware this drive-through will sit immediately after the 25 foot buffer. This is a mere 25 feet away from our property, we have HUGE concerns about that. The cars waiting in line will be constantly running adding to not only to the noise pollution, but even more upsetting- will be the cars expelling exhaust fumes in the air while sitting at the drive-through. We are aware that the site needs to be level with the road, which if we are correct, will bring the complex's ground level up about 5 feet above our property. Yes, we understand there will be a drainage system in place but are concerned about runoff from the parking lot traveling down the slope directly into our yard and into our well water. r The lighting is another major concern of ours. As of now we can see the stars at night. We know that will change and will have parking lot security lights illuminating our yard and shining into our home. We do not feel good about this project, actually we are sick over it. When we bought this home two years ago, we had no idea we would be living surrounded by a parking lot and bank drive-through. We do not feel regret for buying our property because we know we are lucky to be local 24 and 25 year-old home owners. But, it is sad that we once had beautiful land and woods surrounding us, and now this bank complex will be our neighbor. It is sad and disheartening especially after being so harshly taxed for the Southold Town land preservation program. That is a direct slap in the face. We would appreciate it if we could be notified about progress on this project, and of any upcoming meetings. Thank you for considering our requests, and thank you for your time. Stephanie Ruggles Kevin Beasley F�gmp; 298-7028 Cell 2515-9345 935 Johns M PO Box 832 Mattituck, NY 11952 1911k,/28/2008 11:05 16312984998 DANIEL MOONEY PAGE 01/06 DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD,P.O.BOX 702 MATTITUC& NEW YORK 11952 (631)298-1100 FAX(631)298-4998 -FACSIMILE MESSAGE- DATE: /'Z Ay Number of Pages w/Cover- TO: MR• f1�iiC T`�{1ovY(�? c�+� 1��FlN,$'t/P/O �BFIR� FAX NUMBER: �7 FROM: Daniel C.Mooney RE: &ty ,s or! C [ ] As Per Our Conversation ] Priority ["j' For Your Information [ ] For Your Approval [ ] As Requested [i] For Your Review � _ [ J Please call up�olsaret�ipt Original: [,-r Not Being Sent [ ] Sent Via [ ] Via Overnight Mail COMMENTS: A rhwdaA/- 2a FO 12 r�t �✓K fav• The information Contained in this fax message and the atWhlMnts immediately faflawins is attorney privileged and confidential information intended*My for the use of the individaal or entityaoamd above. If the reader afthis message isnot the intended recipient,you are hereby notified that any dissemination,distribution or copy of this co nmrinreation is strictly prohibited, ffyoulww received this ewmnunieation in error,please immediatdynotify us by telepheneand reWm thearighml message to us at the above address via the U.S.Fbstal Service. RECEIVED z DANIEL C. MOONEY, P.C. ATTORNEY MAY 2 8 2008 11700 MAIN ROAD lqx e� P. O. BOX 702 Saefneld Tartan Clerk MATTITOCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 May 27, 2008 dcmooneyCoptonhne.net Town of Southold Town Board - Town of Southold Planning Board Town of Southold Zoning Board of Appeals Town of Southold Architectural Review Committee 53095 Route 25,P.O. Box 1179 Southold, NY 11971 Re: District 1000, Section 122, Block 03, Lot 17.1 Hudson City Plaza Ladies and Gentlemen: I have received a copy of a letter, dated May 16, 2008, addressed to each of you from Stephanie Ruggles and Kevin Beasley who reside at 935 Johns Road, Mattituck. I had previously spoken with Ms. Ruggles and supplied her with a copy of the site plan, the landscaping plan and an elevation sketch of each of the buildings and had discussed the proposal with her. Thereafter, having been advised that Ms. Ruggles and Mr. Beasley are represented by Abigail Wickham, Esq., I did not have any further discussions with them. However, I did hand deliver the enclosed letter and enclosures referred to therein to Mrs. Wickham's office. To date, I have had no response to that letter nor have I been told that Mrs. Wickham does not represent Ms. Ruggles and Mr. Beasley. My letter to Mrs. Wickham is rather self-explanatory in that my client is willing to discuss the neighbors' concerns. In connection therewith, the client offered to install a six-foot high fence and/or a natural buffer around the Ruggles/Beasley parcel. However, Ms. Ruggles and Mr. Beasley are insistent that the applicant purchase their home. The ZBA and the Planning Board have expressed to the applicant that it must ameliorate the effects on the Johns Road parcels including the following: 1. The parking area will not be paved beyond the 200-foot "B" zone parcel on the Main Road, but will be covered with gravel (hence, no skateboarders); 2. The Planning Board has insisted upon and the applicant will install "dark sky" lighting which will not invade the surrounding parcels and be controlled by timers; Town of Southold Town Board Town of Southold Planning Board Town of Southold Zoning Board of Appeals Town of Southold Architectural Review Committee 3. The applicant has submitted a landscape plan which provides for a full 25-foot buffer around the subject parcel with appropriate landscaping (as mentioned above, the applicant has offered to erect a six-foot fence if Ms. Ruggles and Mr. Beasley wish one and the Board approves); 4. The drainage system as designed will insure that there is no runoff onto any parcel or onto Johns Road. A review of the drainage plan reveals that there are 34 (yes, 34) catch basins in the parking area, plus the rear of the parking area will be unpaved and hence,runoff will be completely eliminated; and 5. With respect to Ms. Ruggles' and Mr. Beasley's request that they be notified about any progress or meetings, Ms. Ruggles had received and signed for a notice of the ZBA hearing in November 2007, but did not attend or raise any objections at the December 20, 2007 hearing. In conclusion, the applicant has and will continue to do whatever it can to lessen any adverse impact on the homes on Johns Road. The plans previously submitted demonstrate this. On the other hand, the proposed bank and the office building will greatly improve the Main Road at the entrance to the Mattituck hamlet; remove pre-existing, non-conforming uses; and remove a modular home on Johns Road which could only be described as an "eyesore". I hope this sets the record straight. Thank you for your consideration in this matter. Very t1,3111y yours, a' Daniel C. Moon DCM:nm Enclosures c: Abigail Wickham, Esq. Ms. Stephanie Ruggles Mr. Kevin Beasley End of the Road LLC DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (630 298-4998 dcmooney@optonline.net May 12, 2008 Wickham, Wickham &Bressler, P.C. Attention: Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: HUDSON CITY PLAZA 1000-122-03-17.1 Dear Gail, I have been informed that you are representing Stephanie Ruggles and Kevin Beasley. t I had previously given Ms. Ruggles a copy of the site plan and, I believe, the landscaping plan. For your convenience, I also enclose: 1. An elevation of the bank; 2. An elevation of the office building; and 3. The lighting plan. If you do not have the landscaping plan, please call. If you believe a meeting to discuss your clients' concerns would be helpful, please call. Thank you for your courtesy. Very truly yours, \1 i Daniel C. Mooney DCM:mn Enclosures c: End of the Road, LLC Nt APPEALS BOARD MEMBERS *QF SOUjy Mailing Address: Ae Gerard P. Goehr .nger, Chairman `pOlo Southold Town Hall 53095 Main Road • P.O. Box 1 179 Ruth D. Oliva * # Southold,NY 1 1 971-0959 James Dinizio,Jr. Office Location: Michael A. Simon Old �1� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman COON% 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1509•Fax(631) 765-9064 MEMO TO: Planning Board FROM: Gerard P. Goehringer, ZBA Chairman DATE: May 9, 2008 ...__..._.._. SUBJECT: Request for Comments (Site Plan Coordination — Mooney; End of Road LLC AS AMENDED) As confirmed with your office yesterday, the ZBA is reviewing the following application, and enclose copies of the ZBA Legal Notice, Building Department's Notice of Disapproval, ZB application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED MOONEY; 122-3-1.2 6013B 2/1/07 280-781; 280- Revised Nathan Taft END OF THE 122-3-2 9/13/07 49; 280-50 Site Plan Corwin III ROAD LLC 122-3-5.1 11/19/07 A&C; 280-127 4/9/08 122-3-17 5/2/08 Your comments are appreciated by June 12, 2008. Thank you. Ends. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 1, 2007 RENEWED&AMENDF,D: September 13,2007 AMF,NDED: November 19,2007 AMENDED: May 2,2008 TO: Daniel Mooney Y.C. YO Box 702 Mattituck,NY 11952 J Please take notice that your application dated December 28,26 For permit to construct two buildings with retail office d ce at Location of property: 1 1 500/1 1600/11700 Main Road Matt'tuc BARD OF APPEALS County Tax Map No. 1000 -Section 122 Block 3 Lot 17.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 84142 square foot parcel in the B/R 40 Districts is not permitted pursuant to Article XVlll Section 280-78I which states "Lots divided by district boundaries When a parking lot is located partly in one district and partly in another WWI= the regulations for the district requiring the(treater number of panting §p—aces shall apply to all of the lot Parking spaces on such a lot may be located without regard to district lines,provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking,,for this project falls within the Residential R-40 District in addition. the promconstruction i not permitted pursuant to Article X Section 280-49. which states. "No building or nremite9 shall be usedand no building or pW lbereoi'shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking an Loading Schedules incorporated into this chapter by reference with the same force and efleci as IF such regulations were set forth herein in full." Bulk schedulerequires a minimum single side yard setback of 25 feel Following the proposed construction. the two-story office building will have a single side yard setback of 17.4 feet In addition,the proposed construction is not permitted pursuant to Articic Xi Section 280 A and C.which state `_`Structures shall be set flack at least 100 feet from the right of way"and "A proiect shallr be divided into separate structures so that no single structure shall have more than 60 T3JHd 20SGSW T£9T,1d30 SNIMMEI:.'a- ]FitMSe ts2 0 0 linear feet of frontage on one street The setbacks of multiple structures on a parcel may vary, Provided that the average setback of the structures meets the setback required above and all buildings are at least 75 feet from the right-of-way." The Proposed office building is noted as being 52.5 feet from the from the right of way and the proposed bank buddine is noted as bcine 73 feet from the right of way.The Proposed bank building is noted as bcine 85 tinier feet in width. Site plan approval from the Southold Town Planning Board is required,pursuant to Article JCXIV Section 280-127, if variances are granted. This Notice of Disanproval was amended on May 2. 2008, followine a submission of a revised site plan last dated April 9.2008, bringing back the need for a linear frontaec variance,ding the need for a front yard setback variance,changing the total lot size and changing the proposed side yard setba v uthoria . 'gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,LBA, Planning 239Hd 20S6S9LT£9T 1d30 9NI0mns 01OHinos b2:ST eoo22-20-50 DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD ------___-.,_ P. O. BOX 702 jdm�ney@ MATTITUCK, NY 11952 298-1100 298-4998 Ma 7 2008Gj�7 ptonline.net YQOF1R'D OF AP Town of Southold Zoning Board of Appeals 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 11520-11750 Main Road, Mattituck District 1000, Section 122, Block 3, Lot 17.1 ZBA File No. 6013 Ladies and Gentlemen: Enclosed herewith please find a copy of the following: 1. An amended application; 2. Notice of Disapproval, dated May 2, 2008; 3. Proposed site plan with drainage; 4. Proposed lighting plan; 5. Proposed landscaping plan; 6. A radius map of the site; 7. Elevations and floor plan of the bank building; and 8. Elevations and floor plan of the office building. The amendment of the pending application is the result of the Notice of Disapproval, dated May 2, 2008, which amended the prior disapproval from the Building Department and raises some new issues. The site plan is currently being reviewed by the Planning Board, the Suffolk County Department of Health Services and the New York State Department of Transportation. A State Environmental Quality Review has been ordered by the Planning Board and paid for by the applicant. The previous application included a request to allow parking on the R40 parcel (lots 1.2 and 17) with restrictions on paving, lighting, appropriate landscaped buffers and setbacks. After consultation with the Planning Board staff, the applicant has now rearranged the parking grid to provide that no parked vehicles on the R40 parcel will face the residence on the north side of Johns Road east of this parcel and has included a 25-foot landscaped buffer along the east and south sides of the parcel which preserves some large trees. The current plan provides the required parking pursuant to the Code. Town of Southold Zoning Board of Appeals May 7, 2008 Page Two You may recall that the parcel to the west (lot 6, the sporting goods store) is zoned "B" its entire length from the Main Road to Johns Road. The four lots delineated on the plan (5.1, 17, 1.2 and 2) have been merged and the Assessor has assigned a new lot number (17.1). Hence, the sole owner/applicant, "End of the Road LLC". The applicant has applied for and received a demolition permit for the structures on the site from the Building Department, but has delayed demolition pending review and, hopefully, approval of the site plan and the required variances. The fuel oil tanks have been removed by a licensed environmental contractor and utilities disconnected from all but one of the buildings. The owner has prepared and executed a cross easement allowing the adjacent parcels access from one site to the other for vehicle traffic and utility placement. This will allow vehicles to drive from the parcels to the east and west without exiting and reentering from/to the Main Road. The December 20, 2007 hearing remains open and by agreement the time for a decision has been extended until June 20, 2008. By copy of this letter to counsel for the ZBA, the applicant agrees to have that hearing held open until July 25, 2008. While reasonable people may differ in their interpretation of the Code and its requirements, the Building Department by its latest Notice of Disapproval requires we apply for other and different variances than previously requested. Hence, the amended application. We are now requesting variances from Article XI Section 280-50A and C; 280-49; and 380-78I. With respect to the side yard variance, one of the applicant's present buildings (the warehouse) has no setback from the lot line. The site plan now moves the setback 17.4 feet from the lot line, a marked improvement from the existing setback. The prior request had been for a 15-foot side yard. With respect to the setback from the Main Road, the parcels to the west on the Main Road respectively have a 12-foot and a 33-foot setback therefrom (cf. radius map). None of the present buildings on the site has a 75-foot setback from the road, again making the proposed plan a marked improvement from the existing. None of the buildings on the radius map on either side of the Main Road has a 75-foot setback. Town of Southold Zoning Board of Appeals May 7, 2008 Page Three Further, the Building Department is now requesting a variance for the linear frontage of the bank building although the building itself is only 55 feet. However, with the roof over the drive through, the total is 80 feet. Originally, the plan placed the drive through on the south side (rear) of the building, but it was moved to the easterly side to lessen the impact of the lighting on the Johns Road residences and because it is safer to have the ATM visible from the Main Road. The ATM is as close to the front of the building and as far away from the residential area as is possible. The project has been presented to the Architectural Review Board which has given its approval with several minor recommendations to the Planning Board. That Board has not yet advised the applicant if it will require changes in accord with those recommendations. Finally and solely for your information, we are seeking estimates from several solar power providers and believe that due to the southwest placement of the office building that the roof on the side by the sporting goods store will be appropriate for the placement of a grid of collectors which will provide 40,000± KW's of electric power to the project and make this "green". I would be remiss if we did not thank the Board for the time it has spent reviewing this and the prior application and look forward to a formal presentation of the amended application necessitated by the May 2, 2008 letter of disapproval. Thank you for your courtesy. Very truly yours, Daniel C. Mooney DCM:mn Enclosures c: Southold Town Planning Board Kieran Corcoran, Esq. A 0&"is" APPLICAT*TO TliK SOUTHOLD TOWN BOAROF APP-AS For Office Use Only Fee:$ Filed By: Date Assigned/Assignment No. Q O1rce Notes: �•�,. ;i ''�;" /157"—ft-7 A, I' - gas o +0/04 AP ;� House No. Street Hamlet 4-r `ice, U SCTM 1000 Section J-1 Block 03 Lot(s) 17- 1 Lot Size I ��C I (WE)APPEAL THE W10TTEN DETERMINATION OF THE UILDING INSPECTOR DATED MW I- e/5 BASED ON MAP DATED Ail(, R o1-V+1 Applicant(s)/Owner(s): ! ed 0 t) = -r 1-4 E R.,,i 4 .p t. L_ G MailingAddress: oY� -1 3 i E S i M iq 2t o,- cv• t t 4 3 q Telephone:YI70Fax#: D61rs' 4QRQ Email: 4c= t4oa.vf.y�a?ro.�w. � rticr NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: a 6 A/ 11=L_ C'_ 4"k O,J .+J i�r(• Owner,or ( ) Other: Agent's Address:_ 7 J r& 0 >< -7 O (Lt A- ,—T 1 -1-u e fG /1/-y' t t c,c x Telephone ?Q t�'1 t o Fax#: a c� f` " 19c)Y Email: c�c ✓<. �./t�y�o�Fryaw.✓r6_ rU . Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or AAuthorized Representative, or ❑ Other Name/Address below: I(-IOJV44 a,)A,� 00/;'0n_701Mgrrr>u2t� ✓( tr�t� WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 4k( 0 ' and DENIED AN APPLICATION DATED III I o-1 q j�0'j FOR: 19 Building Permit ❑Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑Change of Use ❑Permit for As-Built Construction OOther: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article X Section280- -lg7 2Yos"dR+c Subsection .oto- "4 Type of Appeal. An Appeal is made for: 9A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack of access required by New York Town Law-Section 280-A. ❑Interpretation of the Town Code,Article Section ❑Reversal or Other A prior appeal H'has, ❑has not been made at any time with respect to this Dropertv UNDER Appeal No. 4-- Year (Please be sure to research before completing this question or call our office for assistance.) P"\)O (Jf r/ A(. I S PE'W.0, vV t, • H 90,4 tw'c, Qrsz. p 0#6 �aF✓, �:l..y ,c✓Btgl,rrEJ • "LBA Fi�� a'u lc4j� ltrs�, a-o� �. 33s-� . PRIOR ZBA DECISIONS YEAR ZBA FILE NUMBER 1972 1663 (copy annexed) 1973 1857 (copy annexed) 1975 2029 (copy annexed) 1985 3359 (copy annexed) Name of Owners: Y-" 0,,140 i-L c • App, N0. O . (1MFnvDEA' REASONS FOR APPEAL(additional sheets may be used with applicant's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: T14 M i y.e b U S E t l..'. RIS i rOlr.t✓riAL pfa; � CJru°t�kGt14 OrJ-rrFE SITE 6✓f�l- t3E L I trt+tvArrOPt'✓BSTrFr✓OAhU :Z19 }p✓ (yEyNovt=D; Ir DE Aato i=(1o,ur tt,aao S ,rl�Acic(' wtar• fid ty�t� 7YJ CI PJ/l) AnrJ itu Ce eJh,:Q Mtry W rr+t 13 Z 0i6t,Ne, 'rN T-4+F_ t%I a(%. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: 0442 K Ne i S I N A-a is F7✓4rL FOIL (app (Zp4,(4 -r� �G✓p_aopmgvr w +7-4o/ u ,90"E PAar.ac t ,v Rko 4,eF_,4 . .StGfVQC- �S' ��O r^C./frF r-op- SfTt LtNt:44. FO<Yr rQ.v.:/7'ACE vov`'/ F w_aaO.0 cz i>E Fat Qi4rC- W fl-vD AG.iHE rc P✓g PSC.=t l+ia OFAct, 13J'. Oiwc, w0J 0 ej ✓r Na F_D Se.r 6r4e tc Glc-rpr r-O9- 1)Or, Rc gJ s-ir r"✓ Ih oil 6- (3) The amount of relief requested is not substantial because: D `vt_r,41+'a/ Cee- r3Ac,K Or✓ Sr0j_� VA40 I.CIMpAivlaJ; f0AQrcL t-0,"0tr rt COIa.n=rtr,�tt 1=-Ao,,,; 1104-b Ski (3t4,« iS 0,2r ArCd_ T144W IMR L,r. rAQtL,a� A¢ea oru 11t4✓ w ;—L- t3p, t,rcatrrwG (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: i 7—w l it.t. 2 47-4%N v,;; G_ y S o 2J�_ S A tv J , xt On ot- f tl z l r cF rttIF 146v%(,0T• (5) Has the alleged difficulty been self-created? ( )Yes, or (AKo. Does this variance involve as-built construction or activity? ( )Yes,or(6,'No. This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety, and welfare of the community. Check this box ( ) IFA USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCESHEET: (Please be sureeonsu your attorney.) Signature of Appellant (Agent must submit written Authorization'rim Owner) Sworn to before me this day of MA& .20_qll � K OlO�J Notary Pubig NANCY K. ER Notary Public, State of ti New York No. 01-ME6038122 Commiissioln ExPi esoMa ch 6, 01/) • • HUDSON CITY SAVINGS BANK PLAZA Present Owner of the parcel is: END OF THE ROAD LLC 575 Pine Place P.O. Box 731 East Marion, NY 11939 rr"U�WFM The Members of the LLC are: A��Y 7 ^nro r 1. DEIRDRE M. MOONEY 78C Edwards Street BOARD OF AWEALS Roslyn Heights, NY 11577 2. KIERNAN P. MOONEY 62 Alabama Street Long Beach,NY 11561 3. BRENDAN J. MOONEY 630 Fulton Street Farmingdale, NY 11935 4. MAUREEN M. MOONEY 575 Pine Place P.O. Box 731 East Marion, NY 11939 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: CaJ 0 F t 4 C Q o A 0 I_L t'_ Date Prep ed: t I. For Demolition of Existing Building Areas Please describe areas being removed: A t v e/ay 0 ►'E II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: A.v N E--+g D AQ7- L T,_ io.,0'U Dimensions of new second floor: A vJ'J d J i�0,-VV 4 F_ k V✓4r t ,7,ya AW') Dimensions of floor above second level: Height (from finished ground to top of ridge): i,q t 5 " tl GF ct; v ' 13 A/,< Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: III. Proposed Alterations or Interior Structural Changes without enlargement/extension n/.4 . (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: P 7 l q 'S yi F! Proposed increase of building coverage: 13 )�u -r--o r WL- Square footage of your lot: `til I Cl a- S�) r------------- Percentage of coverage of your lot by building area: /$- P V. Purpose of New Construction Requested: 13 Aa>>t .� 'JFF'cE I3 J i, tJr rV VI. Please describe the land contours (flat, slope %, etc.) as exist and how it relates to the difficulty in meeting the code requirement(s): 7I",,.0 Z--e7 nJ C F t1=YC✓t e y FLA r- Please submit seven (7) photos, labeled to show all yard areas of proposed construction after staking corners for new construction), or photos of existing building area to be altered (area of requested changes). 7/2002; 2/2005; 1/2006 QUESTIONNAIRE FOR FILING WITH YOUR ZKA. APPLICATION A, Is the subject premises listed on the real estate market for sale? ��CE�d �� ❑ Yes IK No B. Are there any proposals to change or alter, land contours? MAY 7 2008 ❑ Yes ®No I-r, w � . -= v/P136 C. 1) Are there any areas that contain wetland grasses? J p BOARD OF APPEALS 2) Are the wetland areas shown on the map submitted with this application? d — 3) Is the property bulkheaded between the wetlands area and the upland building a ea? /A 4) If your property contains wetlands or pond areas, have you contacted the office of the "Town Trustees for its determination of jurisdiction? 1t1-F) Please confirm status of your inquiry or application with the Trustees: D. Is these a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? A10 E. Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? /y p structures on a diagram if any exist. Or state "none" on the above line, if applicable.) rea of these F. Do you have any construction taking place at this time concerning your premises? 11/0 If yes, please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? N0 the proximity of your lands on your map with this application. If yes, please label H. Please list present use or operations conducted at this parcel `Jr d of gyp,Nes, tl4 c4vi/T a w)p 0"i Pi92r14"y Vyl5 *17- and proposed use 3 A.n/C d 09 t-rC g --- -- kcxa les: existing: single-family; proposed: same wtth garage.) Authou2ed Signature and Da 2/05 TRANSA^TIONAL DISCLOSURE FO �; APPLICIOE TO G . AER, CONTRACT VENDEE AGE,,ri: �' ` The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of officers possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Eu�ac TN z. Q-51AAi ( C ' (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name. NATURE OF APPLICATION: (Check all that apply.) HIEC IUVED Variance Special Exception MAY 7 2C08 *Other -40l7r)/3 /1 Approval or Exemption BOARD OF APPEALS from plat or official map _ Change of Zone Tax Grievance *If"Other" name the activity: Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood marriage or business interest "Business interest" means a business includinga partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of tb --_— __,sharee _ YES NO r/ Ifyou answered "YES" complete the balance of this form and date and sign where indicated Name of person employed by the 'fown of Southold: Title or position of that person: Describe that relationship between yourself (the applicant, agent or contract vendee) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her,spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHR) Submitted this �ay of Al4 y a-g,�I— Signature: Print Name: D,40/r &c, C, 11W-LooyZ IIr��I pgOlaC'r ID.iJUA�HR Gti hl�iS,;V�, LSD SEQR 61 Z 21 Appendix C MAY 7 ^rf`j State Environmental Quality Review ) SHORT ENVIRONMENTAL ASSESSMENT FO �C For UNLISTED ACTIONS Only OARD OF APPEALS PART I—Project Information(To be complete by Applicant or Project sponsor) 1.Applicant/Sponsor 2. Project Name SJJ�I(� L..0 S 1`(yOLjC 3.Project location: Municipality County MAtAI G 7 � r cl- Fir J0hAI.{ 1 ntersec 4.Precise location(Street address and road itions, prominent landmarks,etc. or provide map) SrC s: , T-_ P'. A-Al . Rao: ✓a VN A0 AN(VEF 't J. 5.Is 5 roposed action: ( NEW ( ) EXPANSION ( )MODIFICATION/ALTERATION 6.Describe project briefly: , L_ L i3 AIV '4-- 0f=C' C' it ! iNr, 7.Amount of land affected: Initially: acres; Ultimately: acres �—y 006) rr' Cy 0p!7 FT 8.WIII proposed action comply with edsting or other existing land use reshictions:(j�'YE E(L)NO If No,describe briefly: +(c_tzpr r-ror_ U R(a vcisc c S)uC—_1ruo 9.What is present land use in vicinity of project: (describe): ( Residential ( )Industrial ( Cemmercial ( )Agricultural ( )Park/ForesVOpen Space ( )Other 10.Does action Involve a permit approval or funding,now or ultimately from any other Governmental ageney,(Federal,State or Local)? ( )YES (.. NO If Yes,list agency(s)and permiUapprovals: t 11.Does any aspect of the action have a currently valid pemrit or approval? ( YES ( )NO If Yes, list agency(s)and permitiapprovals: 4)E•vv` Y7-1 VY✓ 11:�kil Nil 11 it" 3 � kQr, . 12.As a result of proposed action,will existing permi(Japproval require modifloabon? ( )YES (;;?FO— If Yes, list agency(s)and pennlUapprovals: 1 certify that the information provided above Is true to the best of my knowledge Applicant]Sponsor Name: .W t j.>#= k Q Date: 5 _7 Signature: N the action Is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment Tdivn of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS MAY 7 ?008 1. All applicants for permits* including Town of Southold agencies, �� proposed actions that are subject to the Town of Southold Waterfront �� te@'�� assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1 (700 - I I I - tg 3 t ) - i The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board 0 Building Dept. 0 Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e,g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) -- -- (cj--�ecmrt, approv�a ,Ircense, certr cation. — Nature and extent of action: �GNo, , stk EY--+STt ,i c, S' rQvcrJnc,4 �- ___.-'rrJ� Location of action: /IS,Do - 1173-0 M4tAl Q- e .7a3 - 6-3S" Of-,ACA,an A4 a rrt�wG Site acreage: sty! /Gla JJ Er Present land use: B- d, Present zoning classification: t v (Z L4 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: FyL) j) 0 F 7w (Zj r4a i, i- c- (b) (b) Mailing address: S7S 1-91 aj. Ps, qe E P -7 (c) Telephone number: Area Code ( ) C 31` r / 7 7 - 06 q -2 -7 -4Syf- (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III -Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2:-P>�ecVand preserve-historic and-archaeorogtcal resources of-ffi own—of-Sou�Id. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary • Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No © Not Applicable Attach additional sheets if necessary NATURAL, COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 19 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP SectionIII - Policies; pages 22_ through 32 for evahtatiou criteria. - - - - — - — - Yes ❑ No® Not Applicable - - - -- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria, ❑ Yes ❑ No l�J Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No© Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. _.. Yes .❑- No--X—Not-Ap-plicab(e_ _. _ _ Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III —Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable Created on 5/25/05 71:20 AM =4 ' nw ver4.4n., ,u PET �Y x R Y ProperRE rax Service Agency Er " _. ..... «a„.., �a n xi.nroogx �.. .•, my� OUTHOID sccnox Y lum — ��•• k,M. ux,.,[[[ R 121 -- moo 1 � IRA R EPA �` a 3�-✓� % AT �r e AT.RE, IT 15 R 24 3 RA \ '+ 14 1 1 u[AEC ,. L A El TP A CA 21 1 I RE CLIETAK u.m.iniw,v �i'.O c ' letl/ 0 TV A TA41 OF SCN u Af aw. MOP ET V " O ti ? y TEIR , LEE, ) 0. ..m—�_ TO- V k�.o, ,APR' IT eswsm os OVERLAP V0TX'"[ry PE.cD��U T. PARCE � .....-.,. .....�,... 2 . .. _ .W,..•..., — ��. .,.�.. .�. ..,tee SOUTHOLD sec[roR Ro s M-� —�— ....e, ¢n „ O • '—_ • z.• mond COUNTY DF SUFFOLK C x A= ,••_ - - Red Property iax Service Agency 6 x ....rc n ... . ,..•. ..v.v....�..—..__ w rc, ..•... ,• aNO „[dn1Y GMer �AherEeo4H Y 1190 M 122 ____— —_ __ T m[»<.'M p mmm 1000 PROPERTY N. f • • g,pj DANIEL C. MOONEY, P.C. 1 ATTORNEY 11700 MAIN ROAD R O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 May 7, 2008 dcmooney@optonhne.net Town of Southold Zoning Board of Appeals 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 11520-11750 Main Road, Mattituck District 1000, Section 122, Block 3, Lot 17.1 ZBA File No. 6013 Ladies and Gentlemen: q+, Enclosed herewith please find a copy of the following: 1. An amended application; 2. Notice of Disapproval, dated May 2, 2008; 3. Proposed site plan with drainage; - 4. Proposed lighting plan; 5. Proposed landscaping plan; 6. A radius map of the site; 7. Elevations and floor plan of the bank building; and. S. Elevations and floor plan of the office building.' The amendment of the pending application is the result of the Notice of Disapproval, dated May 2, 2008, which amended the prior disapproval from the Building Department and raises some new issues. The site plan is currently being reviewed by the Planning Board, the Suffolk County Department of Health Services and the New York State Department of Transportation. A State Environmental Quality Review has been ordered by the Planning Board and paid for by the applicant. The previous application included a request to allow parking on the R40 parcel (lots 1.2 and 17) with restrictions on paving, lighting, appropriate landscaped buffers and setbacks. After consultation with the Planning Board staff, the applicant has now rearranged the parking grid to provide that no parked vehicles on the R40 parcel will face the residence on the north side of Johns Road east of this parcel and has included a 25-foot landscaped buffer along the east and south sides of the parcel which preserves some large trees. The current plan provides the required parking pursuant to the Code. 4 • Town of Southold Zoning Board of Appeals May 7, 2008 Page Two You may recall that the parcel to the west (lot 6, the sporting goods store) is zoned "B" its entire length from the Main Road to Johns Road. The four lots delineated on the plan (5.1, 17, 1.2 and 2) have been merged and the Assessor has assigned a new lot number (17.1). Hence, the sole owner/applicant, "End of the Road LLC". The applicant has applied for and received a demolition permit for the structures on the site from the Building Department, but has delayed demolition pending review and, hopefully, approval of the site plan and the required variances. The fuel oil tanks have been removed by a licensed environmental contractor and utilities disconnected from all but one of the buildings. The owner has prepared and executed a cross easement allowing the adjacent parcels access from one site to the other for vehicle traffic and utility placement. This will allow vehicles to drive from the parcels to the east and west without exiting and reentering from/to the Main Road. The December 20, 2007 hearing remains open and by agreement the time for a decision has been extended until June 20, 2008. By copy of this letter to counsel for the ZBA, the applicant agrees to have that hearing held open until July 25, 2008. While reasonable people may differ in their interpretation of the Code and its requirements, the Building Department by its latest Notice of Disapproval requires we apply for other and different variances than previously requested. Hence, the amended application. We are now requesting variances from Article XI Section 280-50A and C; 280-49; and 380-781. With respect to the side yard variance, one of the applicant's present buildings (the warehouse) has no setback from the lot line. The site plan now moves the setback 17.4 feet from the lot line, a marked improvement from the existing setback. The prior request had been for a 15-foot side yard. With respect to the setback from the Main Road, the parcels to the west on the Main Road respectively have a 12-foot and a 33-foot setback therefrom (cf radius map). None of the present buildings on the site has a 75-foot setback from the road, again making the proposed plan a marked improvement from the existing. None of the buildings on the radius map on either side of the Main Road has a 75-foot setback. Town of Southold Zoning Board of Appeals May 7, 2008 Page Three Further, the Building Department is now requesting a variance for the linear frontage of the bank building although the building itself is only 55 feet. However, with the roof over the drive through, the total is 80 feet. Originally, the plan placed the drive through on the south side (rear) of the building, but it was moved to the easterly side to lessen the impact of the lighting on the Johns Road residences and because it is safer to have the ATM visible from the Main Road. The ATM is as close to the front of the building and as far away from the residential area as is possible. The project has been presented to the ArchitQctural Review Board which has given its approval with several minor recommendations to the Planning Board. That Board has not yet advised the applicant if it will require changes in accord with those recommendations. Finally and solely for your information, we are seeking estimates from several solar power providers and believe that due to the southwest placement of the office building that the roof on the side by the sporting goods store will be appropriate for the placement of a grid of collectors which will provide 40,000± KW's of electric power to the project and make this "green". I would be remiss if we did not thank the Board for the time it has spent reviewing this and the prior application and look forward to a formal presentation of the amended application necessitated by the May 2, 2008 letter of disapproval. Thank you for your courtesy. Very truly yours, Daniel C. Mooney DCM:nm - Enclosures c: Southold Town Planning Board Kieran Corcoran, Esq. Submission Without a Cover Letter c � Sender: Subject: i oov — d a — 03 ! " SCTM#: 1000 - Date: Comments: � -f—p � � �� ICQ _ �� ala°e 3S li NELSON,POPE& VOORMS,LLC ENVIRONMENTAL • PLANNING • CONSULTING 572 WALT WHITMAN ROAD,MELVILLE,W 11747-2188 (631)427-5665 FAX (631)427-5620 opvQanels npope.coin May 2, 2008 Ms. Heather Lanza Town of Southold Town Hall Annex 54375 State Route 25 P.O. Box 1179 Southold,New York 11971 Re: Town of Southold, SEQRA Review Hudson City Savings Bank, Mattituck Proposal for Services Dear Heather: Thank you for contacting NP&V for services in connection with the SEQRA review of the above referenced project. The following services and fees are proposed: 1. Inspect property and area to determine environmental resources and characteristics. 2. Review Project Plan. 3. Review Part I Environmental Assessment Form. 4. Review comments received from involved agencies and Town Departments. 5. Prepare Part Il Environmental Assessment Form. 6. Prepare environmental planning review/analysis based upon potential impacts identified in the Part 11 and provide recommendation for a SEQRA determination of significance. Fee: $1,200.00 Thank you for the opportunity to assist on this project. Please feel free to call should you have any questions. Respectfully submitted, NELSON,POPE&VOORHIs,LLC I \ chants Yaorhis \ Charles J. Voorhis, CEP,A1CP / i Memo to File Date: May 2, 2008 Re: Hudson City Savings Bank Site Plan From: C. Kalin E-mailed to Chic Voorhis on this date: ❖ Maps rec'd. 3/10/08, 4/4/08, 4/14/08 •'• EAF ❖ LWRP Consistency Assessment Form ❖ Application ❖ 4/25/08 letter from Shaik Saad, NYS DOT 4/22/08 letter from Theresa Goergen, SCDHS 0 �s Submission Without a Cover Letter Sender: Subject: SCTM#: 1000 - Date: S I Comments C� J J SLS 7 S IATTITUCK FIRE DISTRICP �1 PO BOX 666, PIKE STREET MATTITUCK, NEW YORK 11952-0666 Commissioners Jerome E Zuhoskl.,Chairman John C.Harrison,Secretary Martin L GHRIn,Sr.,Vice Chairman Barbara Dickerson,Treasurer Norman A Reilly,Jr. David F.Haas Lloyd H.Relsenberg April 30, 2008 -- Southold Town Planning Board Mr. Bruno Semon, Senior Site Planner P O Box 1179 Southold, NY 11971 L' I Re: Hudson Cl* i avings Bank Plaza — SCTM ;-C1.2,2,5.1 &17 Dear Mr. Semon: x� The Board of Fire Commissioners of the Mattituck Fire District reviewed the above mentioned site plan and with a SCWA hydrant on Route 25 within 500' of the property make no additional recommendations other than that all drives be cleared and maintained to meet Southold Town Code. If you require any additional information please do not hesitate to contact me. Sincerely, Jo n C. Harrison Secretary/Fire District Manager cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 MAILING ADDRESS: PLANNING BOARD MEMBIR P.O. Box 1179 JERILYN B.WOODHOUSE I so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR C49 54375 State Route 25 GEORGE D. SOLOMON JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) COU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 29, 2008 TOWN OF SOUTHOLD Nelson, Pope&Voorhis,LLC. Mt. Charles Voorhis 572 Walt Whitman Road Melville, NY 11747-2188 Re: SEQRA review for Hudson City Savings Bank 11520-11720 Main Road, Mattituck SCTM#(s) 1000-122-3-1.2, 2, 5.1 17 Zone: B & R-40 Dear Chick, This letter is to inform you that the Planning Board held a work session on April 21, 2008 and approved staff to request an estimate for review of this project under SEQF-A. The Planning Board is currently reviewing this project as an unlisted action and performing lead agency coordination. Attached is a copy of all the documents in the file to for your review. Please perform a preliminary review of the information and provide a written estimate of the fee NPV will charge for the review of this project and to prepare a report of comments. Please provide this estimate prior to a complete review and written report. The current Planning Department policy is that we notify the applicant/agent to submit the associated fee to the Town of Southold prior to your firm completing the work. Once the Town receives the fee,we will notify your firm to proceed with the review. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Resplefull,, urs, S71 n to Senior Site Plan Reviewer Enc.: attachments, site plan file contents and site plan. CC:file, a VI m.- eti��_ IP`I��Ifi F NOW pOU� R'H�11 pplE� MONSOONN11��1�11 p �l I •LASER FICHE FORM • Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Project Type: Site Plans Status: Final - Pendina Inspection SUM # : 1000 - 122.-3-1.2 Project Name: Hudson City Savings Bank Plaza Address: 11520-11750 Main Road, Mattituck Hamlet: Mattituck Applicant Name: End of the Road, LLC Owner Name: Mooney, et al. Zone 1: B Approval Date: 9/14/2009 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 9/16/2009 Zone 2: R-40 Zone 3: Location: 508 ft. e/o Bay Avenue, Mattituck SC Filina Date: Cand R's : Home Assoc: R and M Agreement: SCANNED SEP 2 5 2009 Records Management SCAN Date: LL� AP9 2 8 2008TSTATE OF NEW YORK EPARTMENT OF TRANSPORTATION r •� ' .r., i REGION TEN i O VETERANS MEMORIAL HIGHWAY -� HAUPPAUGE, NEW YORK 11788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR COMMISSIONER April 25, 2008 Mr. Daniel C. Mooney 11700 Main Road, P.O. Box 702 Mattituck, NY 11952 Town of Southold April 15, 2008 Submission Hudson City Savins Bank Plaza NY 25, Mattituck SCTM # 1000-12200-0300-001002,002000. 005001 & 017000 Our Case No. 08-172P Dear Mr. Mooney: This is to acknowledge receipt of the Town of Southold's submission on the above permit application. The submitted site plans do not contain all of the information we would normally require; however, we will review this submission and provide you with conceptual comments relating to this submission when our review is complete. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. In all future correspondence, please refer to the subject case number. The plans must also include the County tax map number. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ar. Bruno Semon, Senior Site Plan Reviewer, Town of Southold s. Heather Lanza, Planning Director, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MDW:AJF gs • COUNTY OF SUFFOLK • STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES HUMAYUN J.CHAUDHRY, D.O., M.S. Commissioner April 22, 2008 Jerilyn Woodhouse, Chairperson Planning Board P.O. Box 1179 - Southold, NY 11971 RE: Hudson City Savings Bank Plaza APO 3 0 2008 �� SCTM#: 1000-122-3-1.2, 2, 5.1 &17 _ -- Dear Ms. Woodhouse: The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated April 15, 2008, concerning the above-referenced project, and has no objection to the Town of Southold Planning Board assuming lead agency status. Based on a review of the subject coordination, the Department offers the following comments. However, the Department wishes to reserve its right to provide more detailed information within the comment period(s) established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are completed. 1. SANITARY CODE A. Article VI Application Status: Our agency has not received an application for the above referenced project as required by Article VI of the Suffolk County Sanitary Code. The project sponsor should submit an application to our agency's Office of Wastewater at the earliest possible date so that a complete technical assessment of this proposal can be undertaken. ® DIVISION OF ENVIRONMENTAL QUALITY Publicfilth 360 Yaphank Avenue, Suite 2B,Yaphank NY 11980(631)852-5750 Fax(631)852-5812 S IL • • B. SCDHS Turisdiction: The SCDHS maintains jurisdiction over the final location of sewage disposal and water supply systems. The applicant, therefore, should not undertake the construction of either system without Health Department approval. Design and flow specifications, subsurface soil conditions, and complete site plan details are essential to the review of this project. These considerations are reviewed completely at the time of SCDHS application. Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 852-5057 Sincer , Theresa Goerg Environmental Analyst Office of Ecology TG pc: Kimberly Shaw Walter Hilbert, P.E. M� DANIEL C. MOONEY, P.C. ATTORNEY , } 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 April 16, 2008 dcmooneAoptonline.net Town of Southold Planning Board 53095 Route 25, P.O. Box 1179 _ Southold,NY 11971 7 1nn,p Re: Hudson City Savings Bank JJ End of the Road LLC District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Madam/Gentlemen: As you know, the above-referenced project is pending before you. In connection therewith, the owner has had several conversations with various solar providers. As we requested, we hope to avoid paving all of the parking area to lessen runoff and use of blacktop. In addition, we are considering utilizing solar panels on the west side of the office building to generate pollution free electricity for the project. However, before we proceed we would appreciate knowing whether the Board would be receptive to an installation of solar panels on the west side of the pitched roof of the office building. Thank you for your courtesy. Very yours, DCM:mn Daniel C. Mooney c: End of the Road LLC MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ��Of S�UryO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS '! Town Hall Annex MARTIN H.SIDOR AQ 54375 State Route 25 GEORGE D.SOLOMON _ • �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Coorm �.t� Southold, NY 111 N�•- Telephone: 631 765-1835 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Architectural Review Committee From: Bruno Semon Senior Site Plan Reviewer Date: April 16, 2007 RE: Agency referral requests required as per Southold Town Code Article XXV 280-131 Review Procedure Part C, the Planning Board refers this site plan for concerns, comments and jurisdiction requirements, if applicable. Dear Reviewer: The site plan status is an Active Site Plan and in the Southold Town ZBA for review under ZB File No. 6013. The Planning Board (PB) started the lead agency coordination process as an unlisted review on April 14, 2008. The following is the site plan application information pertaining to the listed project: Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split- zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck, The enclosed site plan is being referred to you for fire access review and for your recommendations. Thank you in advance. Cc: File Enc.: Site plan application and materials • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ��Of SD�Tyo� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR COO Q 54375 State Route 25 GEORGE D.SOLOMON ' • �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND ��COU,M'N Southold,NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Kieran Corcoran, Assistant Town Attorney From: Bruno Semon, Senior Site Plan Reviewer, ee Date: April 16, 2007 RE: Review of proposed draft crossover easement of the below listed project. Enclosed please find a copy of the cross over agreement proposed for the project received on April 16, 2008. The site plan status is an Active Site Plan and in the Southold Town ZBA for review under ZB File No. 6013. The Planning Board (PB) started the lead agency coordination process as an unlisted review on April 14, 2008. The following is the site plan application information pertaining to the listed project: Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split- zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck, Please review the agreement for legalities and inform the Planning Board if this is satisfactory. The applicant will wait until he hears from before filing it with the county. Thank you in advance. Cc: File Enc.: Agreement and SCTM change. •MENDED POLE MOUNT 12" (305 mm) AREA CUTOFF FLOOD 9+IM+l Housingfi+D+ntor s«mw«, sp+oWr hannn+rton+-eow d'wcaYalumNum Bran«,Nap«nwaY« C+packor R'kh color:brow rT(152mm ❑irrw6mm -I�nP ilnduded) c1t2T«rd Lamphold+r _- I '114vi::v: Cord : ...:.._ I 2t•(810 mm) �,•.. ::1Y.W.46.r1::�::::F.°!isd:ie3__:ue._uu...'._.—_....i_..: MN. little 0tle X. Bill«t ,r..+w•'"' am+ w Com N IMt U«F - P •Yount - - ol Pa - - Fnhh mbr:bronze C+vx - « = _msdoo _ _— ba aecw - - - N _ r Ndrd _ _ + W Mn +aa _- --- — P+t n _ RN • — - - aa+ n - - for.eNok ____ _ u'I' I t , i t• t I I PULSE START METAL HALIDE _ D 120277VISpmard:125WPSMH: ja)F .Fusing. 50 all HPS) a P Button Photoull © Shu:; 125W PSMH MAC2612-{a)(b) -O _ sept,# 150W PSMH MAC2615-(a)(b) - M 12W20W240/277V -5P External-Photocell(ror 480V) .. -- _- (Standard:150W PSMH;175W MR 70-150W HPS) METAL HALIDE T 120277/347V(Catltldaonly) 4 Quartz Standby ----- — ------ -" (Includes 100W gLwU IYw) 5OW MH MAC2405-(a)(b) 175W ;lar L sRFG j 70W MH MAC2407-(a)(b) 70-150WHPS) (WAIin27N Reactor) _ -sRsc€:: 100W MH MAC241 a)(b) 1 120V(Standard:35W HP5) Spadryla)SInpY Voltage See Voaape SuxklGy iF$Gi2i 75 . -(a)(b) 2 277V 1WMH MAC2417 ® 27 277V Reactor(15OW PSMH ONy) HIGH PRESSURE SODIUM ® 6R:HG# 35W HPS MAC2503ja)(b) 3 208V S?.WA ! 50W HPS MAC25051a)(b) 4 240V spec,'.- 70W HPS MAC250742)(h). 5 480V(175WMH;70-150WHP5) ® 6 347V(Catch&Only) ® spacz 100W HPS MAG2510ja)(b) 150W HPS_ MAC2515-(a){b) �«�'avawbal6 omYa ma USW Canoe of Bulletin TD-9 or wntaayavauudLightYp autholb+d lnumatbml DIstrib z Spedly(a)Voltage&(b)Options. 30"forward throw sharp cutoff luminaire for Fixture includes dear,medium-base lamp. Exclusive DeltaGuard'finish features an E-coat HID lamp,totally enclosed. Housing Is seamless, Pulse-fated porcelain enclosed,4kv-rated screw- epoxy primer with medlum bronze ultra-durable die-cast aluminum.Mounting consists Of a shell-type lampholder.Lamp Ignitor included powder topcoat,providing excellent resistance 1.8'(44 mm)wide by 2.5'(64 mm)high by where required.All ballast assemblies are high- to corrosion,ultraviolet degradation and 6'(152 mm)long extruded aluminum arm.The power factor and use the following circuit types: abrasion.The finish Is covered by our seven- arm is held In place with two 3/8'(9 mm) Reactor(277V PSMH) year limited warranty. mounting rods fastened to a steel backing plate 15OW PSMH inside the pole,and.by two nuts inside the Reactor fixture housing.Mounting rods are provided 120V:35-15OW HPS with sealing washers to prevent water leakage. US 4,689,729 Lens assembly consists of rigid aluminum frame HX—R/Dh Reactance and high-impact,clear-tempered glass. 50-100W MH;50-150W HPS CWA—ConstantWattageAutotranstormor FWG-12 Wire Guard 125&15OW PSMH;175W MH SBL-12 Backlight Shield I ; ANSI lamp wattage label supplied,visible during =: reiamping.UL Listed In US and Canada for wet =- locations and enclosure classified IP65 per IEC 529 and'IEC 598. n �D 9201 Washington Avenue Racine,Wisconsin 53406-3772 USA PHONE(262)886-1900 FAX(262)884�3os LIGHTING 0 RUW Lighting Ina Printed In USA wwvcruudiphl6lg.wtn 12/11/03 f MMM6"EXTE POLE MOUNT 12" (305 mm) AREA CUTOFF LIGHT EPA RATING Isofootcandle plats show initial footcandles at grade.(Footcandles-0.0929=Lux) EPA 0.60 for single fixture with 0° tilt(Consult factory for EPA rating on multiple units). 80' e0' 4O' 20' 0' 20' 40' 60' 60' 80' 60' 40' 20' 0' 20' 40' 60. 80' �• 80 T 24.4 80' 24.4 60' 18.3 e0' --4- 16.3 40' t - -� 12.2 40' 4-- 1 -- 12.2 I sa• 0 i _ }� �_ °m 0' 1 _. __ Om 20'40' _H 8.1 20' _r- _ J. ;- 6.1 000 60' - ��- - 18.3 40 + t r - 12.2 eo° � I I I 0 0 r 60' --_ - 18.3 80' 24.4 fil 24.4 00 3p• 24.4 163 122 81 Om 6.1 122 183 24.4 2,1,4 183 122 6.1 Om 6.1 122 163 244 Lighting Sciences Inc. Isofootcandle plat of 175W MH Area Isolootcandle plat of 175W MH Area Certified Test Report No.LSI 10695 Cutoff Floodlight at 15'(4.6 m)mounting Cutoff Floodlight at 20'(6.1 m)mounting Candlepower distribution curve of 175W MH height,0"vertical tilt,with backllghl height,0°vertical Hit,with backlight Rectangular Area Cutoff Floodlight,with hack- shield located for backlight cutoff. shield located for backlight cutoff. light shield located for backlight cutoff. (Plan view) (Plan view) 60' 60' 40' 20' 0' 20' 40' 60' 80' 80. 60. 49 20' 0' 20. 40' 60' 80' R 80' 24.4 ea 24.4 60' 1-_y__�- _ _ i-_. 183 60' --- 18.3 40' __ i- --- 12.2412.2 20' . _i_._-- 6.1 20' _-i - _�..._..F_ - 6.1 40 - 0' - - Om 0' 1 -- Om 40' - ��-- -i - - 12.2 40, __� -� �_ t__.. 12.2 60' -,- _ _- __J-... 18.3 BO' __ - 18.3 60' 24.4 80' 24.4 000 24.4 163 122 61 Om 6.1 122 18.3 24.4 244 183 122 61 Om 61 122 tall 20.4 Lighting Sciences Inc. Isolootcandle plot of 150W HPS Area Isafoolcandle plot of 15OW HPS Area Certified Test Report No.LSI 11233 Cutoff Floodlight at 15'(4.6 m)mounting Cutoff Floodlight at 20'(6.1 m)mounting Candiepower distribution curve of 15OW HPS height,0°vertical tilt,with backfight height,0"vertical fill,with backlight Rectangular Area Cutoff Floodlight,with back. shield located for backlight cutoff. shield located for backlight cutoff, light shield located for backlight cutoff. (Plan view) (Plan view) Pole-spacing Example Data T y/jA 1 i )/12 Average Initial Light Levels at Grade Test area is tenured within a(16)pale layout. (Footcandles a 0.0929=Lux) Catalog Y Lamp Type Lamp Lumens Mounting Height Mak.Recommended Pale-spacing Foolcandfes Lux MAC2410-0 100W MH 8,100 10'(3.0 m) 40'(12.1 m)x 55'(16.7 m) 4.92 53 15'(4.6 m) 60'(18.3 m)x 85'(25.9 m) 2.04 22 MAC2417-M 175W MH 12,000 15'(4.6 m) 60'(18.3 m)x 85'(25.9 m) 3.01 32 20'(6.1 m) 75'(22.9 m)x 110'(33.5 m) 1.81 20 MAC2510-M 100W HPS 9.500 10'(3.0 m) 40 (12.1 m)x 55 (16.7 m) 5.05 55 15'(4.6 m) 60'(18.3 m)x 85'(25.9 m) 2.08 22 MAC2515-M 150W HPS 16,000 15'(4.6 m) 60'(18.3 m)x 85'(25.9 m) 3.51 38 20'(6J m) 75'(22.9 m)x 110'(33.5 m) 2,11 23 RUUDw 9201 Washington Avenue Racine,Wisconsin 53406-3772 USA PHONE(262)886.1900 FAX(262)884-3309 LIGHTING 0 Ruud Lighting Inc Printed in USA www.ruudiiphting�cam 11/11/05 Ir • ARCHITECT'RRAL POLES f4i yy � Ei {" �. . GATEWAY 3200 / 3300 CONCOURSE 2800 / 2900 BASE SIZE BASE SIZE 3200- 153/4"W x 48" H 2800 - 111/2"DIA. x 48" H 3300- 18"W x 48" H 2900 - 13"SQ x 48" H Cast Aluminum Cast Aluminum STANDARD BOLT CIRCLE 48" STANDARD BOLT CIRCLE 3200-9112"Square- 2800-83/4"Square- 3/4"- 1"Diameter Bolts` 3i 4" - 1"Diameter Bolt' 3300- 111/2"Square- 3200 3300 2900- 13"Square- 2800 20ao 3/4"- 1"Diameter Bolts' 9'p' 114/ 3i 4"- 1"Diameter Bolt' air DIA.BOLT CENTER LINE DIA.BOLT CENTER LI SHAFT OPTIONS SHAFT OPTIONS P4- 16' Maximum P4- 16' Maximum r P5 -20'Maximum P5 -20' Maximum i 'Depending on height and loading J F 1648" , ; K 17114"—>; ;E-1071 a"�; ',F 18 3'a" iE--15- 10 1/2 5"101/2 15 — ' 1 22314 r' 1 I... ...I.._ 121WB 478WB or PM TW78WB 78WB or PM 6236WB or PM or PM 113,4'—1-- jE— 17314" -K 11 Lz">; !F155ra"—>j ;F 11314"—>',: i 11 be" 16112" 12 b4" 1031 z" 18' 80WB or PM 48OWB or PM 50WB or PM 55LWB or PM 55WB or PM 14412''�j ',E 331,2' _ 23" 30 r — 17" 17" 13" 221314" —I— 70WB or PM 86WB or PM 60WB or PM 62WB or PM 25112"—;0 F24114",-1 �19118 ® ® 36 3834' 39WB TASCRWB CDVBWB 91WWB ._ or RM or PM or PM it 1011e' 10�1e" 1y7� _ 31 30112" 30112" 301 CC3693 QPM R2 RWB Scrolls Note:Wall Mounts, Pier Mounts, Ballast Boxes available to house Ballasts for those luminaires without integral Ballasts. Desiqnate BB. Q WTERATBEI(G OMEGA/ R 1527R Offers NIGHTSKy""roof optics, horizontal type 2, 3, 4 or 5, tool less A entry from a hinged bottom opening r with a tempered glass lens and up to 400w MH or HPS mogul base lamping. -- Bottom portion of the fixture has a ,SI,R up 1p 46ow rolled edge. Different size arms avail- <—_27'__� able. Hinged bottom opening allows access to the lamp, ballast and rotat- ,94; 1527R Wall Mnunt able reflector assembly. Conforms r to "Dark Sky" ordinances. Measures cz 14]R Up Ip 25ow 27" x 191/4". F 2,' Sizes Available High Pressure Sodium 35,50 70,100,150,250 or 400w' A 1521R . .. 21"Did. Metal Halide 50,70,100,150,175 250o,400.' n b.- 1527R 27"Dia. OL Induction 55 or BSw' 1531R(400w) ... 31"Dia. r Compact Fluorescent 18,26,32 or 42w 15218 tip to P5w ,527fl Clain Nunq 15278 on Galesom0 Pole Q OMEGA / F 1527F Offers NIGHTSKW"' roof optics, horizontal type 2, 3, 4 or 5, tool less entry from a hinged bottom 2 opening with a tempered glass lens and up to 400w MH or HPS mogul base lambing. Bottom portion of the o,F pip 46ow fixture has a flared edge. Different size arms available. Hinged bottom opening allows access tothe lamp, �14- 1527F Yea,rxwm ballast and rotatable reflector assem- bly. Conforms to "Dark Sky" ordk? v nances. Measures 27" x 19". C snF up,o 25ow ^`NS a1,z, { <-2r> Sizes Available High Pressure Sodium 35,50,70,100,150.250 or 400A 1521E .. .. 21"Die. Metal Halide 50,]0,100,150,1]5,250 or 400w'1 ,p. 1527F ... 27"Dia. OL Induction 55 or 85w' 1531F(400w) .... ... 31'Dia. r Compact Fluorescent 18 26,32 or 42w 1531E Ilp lu 95w 1527F Chv'n Hwq 1537F on Canwro Pole Q PRAIRIE AREA LIGHTER `c�a PAI 30 Anew compact traditional design 2a. fixture offering NIGHTSKy1A"roof optics, tool less entry from a bottom door, allow- in g access to the lamp, reflector assembly and ballast tray.Available with white acry- lic lens and up to 175 MH or 150 HPS medium base lamping. Square cantilev- ITered'roof measures 24" with side lens at 175/8"x 41/2" and the overall height is 12". This fixture conforms to"Dark Sky" ordinances. 250 watt available without side light.A larger scale 400 watt model See our website for Individual Down Lighting will soon be available. Specification Sheets showing complete data. High Pressure Sodium 100 or 250e, Metal Halide 100 or 250w OL Ind.(,., 55w• Compact Fluorescent 26 32 or 42w •Consult Fedory on wanege and Optic Options (o� DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 April 15, 2008 dcmooney@optonhne^.�'et Town of Southold Planning Dept. Attention: Mr. Bruno Semon 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Re: HUDSON CITY BANK PLAZA 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Bruno, Firstly, please accept our appreciation for your and Ms. Lama's assistance in this process. Enclosed herewith please find the following; (� I. Nine(9) radius maps with the tax map identification; @� — ` 2. A check in the amount of $2,288.60 for the filing fees. The amount was computed as follows: 13,226 sq.ft. @ $.10= $1,322.60 1.931 acres @ $500.00 per acre= $966.00; 3. The proposed cross easements which will be filed with the County Clerk provided they are acceptable to the Board; and 4. A letter to the Tax Assessor requesting the four lots be assigned a single tax map number. We have applied for a demolition permit from the Building Dept. and expect to receive it next week. If I can be of any further assistance,please call. Thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney Enclosures • DANIEL C. MOONEY, P.C. • ATTORNEY 11700 MAIN ROAD R O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 April 15, 2008 -" dcmooneyCoptontine.net Town of Southold Attention: Tax Assessor 53095 Route 25, P.O. Box 1179 t. Southold, NY 11971 Re: Hudson City Savings Bank End of the Road LLC District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Madaln/Sir: As per the request of the Planning Board, enclosed herewith please find a copy of the deeds to each of the abo%e-referenced parcels into End of the Road LI_C and the recording infonnation from a current title report. Please have the parccis mer.-cd into a single lot with a single tax map number. Thank you for your courtesy. Very truh'yours, DCM:nm Daniel C. Mooney Enclosures d c: End of the Road LI-C CROSS EASEMENT THIS AGREEMENT made this 10th day of April 2008, by End of the Road LLC, 575 Pine Place,East Marion,New York 11939,hereinafter referred to as OWNER; WITNESSETH: That for and in consideration of ONE and 00/100 DOLLAR, and other good and valuable consideration, the receipt of which is hereby acknowledged the OWNER hereby agrees as follows: 1. That OWNER hereby grants to each parcel, their successors and assigns, guests or invitees, a perpetual easement and right-of-way for ingress and egress for truck and automobile traffic over the subject premises on the paved areas as shown on the site plan of Nathan Taft Corwin, dated July 12, 2006 and thereafter revised several times, lastly on April 9, 2008, and an easement for gas, electric, cable TV, telephone, water mains and lines, and any and all utilities under, through and over the subject premises for the parcel known as SCTM District 1000; Section 022.00; Block 03.00; Lot 001.004, more particularly described in Schedule "A" attached hereto and made a part hereof, lying and being in the Town of Southold, County of Suffolk and State of New York. Said easement and right-of-way is more particularly described in Schedule "B"attached hereto and made a part hereof. 2. That OWNER, its successors and assigns, guests and invitees, take the premises subject to the above-described easement and right-of-way and rights of others along said right-of- way. r _ 3. The grant and easement shall, at all times,be deemed to be a continuing covenant running with the land and shall be binding upon the heirs, successors and/or assigns of the parties herein. 4. It shall be the obligation of the then OWNER(S) of the subject parcel,their heirs, successors and/or assigns, to repair and/or maintain the said-easement area. Each property owner qp',3 1 6 2008 i shall be required to pay a 50% share of said maintenance and repair cost. In addition, the lot owners,their heirs, successors and/or assigns shall be equally responsible for the clearing of snow and maintenance of the easement and right-of-way,included but not limited to the maintenance of grass,trees and bushes, if any. IN WITNESS WHEREOF, the party hereto has caused its hand to be hereunto fixed,and these presents to be signed as of the day and year first above written. by: /h r'Nn MAUREEN M. MOONEY Member of End of the Road LLC 2 • STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the J�day of April in the year 2008 before me,the undersigned,a Notary Public in and for said State,personally appeared MAUREEN M. MOONEY,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the on up n behalf of which the individual acted,executed the instrument. NOTARY PUBLIC DANIEL C.MOONEY Notary Public, State of New York No. 02-MO6052771 Ouafrfied in Suffolk Coup ' Commission Expires December 26, 3 SCHEDULE "A" ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the easterly side of Main Road (Route 25) at the northwesterly comer of the premises herein described, adjoining land now or formerly of Peteco Realty Co. on the North; RUNNING THENCE along the said land now or formerly of Peteco Realty Co., the following two courses and distances: 1) South 83 deg. 11'50" East, 313.77 feet; 2) North 30 deg. 06' 10" East, 100 feet to land now or formerly of Mescioscia and another; RUNNING THENCE along said land and land of Ehlers, South 83 deg. 1l'50" East, 224.41 feet; RUNNING THENCE along said land of Ehlers, the following two courses and distances: 1) South 2 deg.4'40" West, 362.00 feet; 2) South 61 deg.44'20" East,248.84 feet to James Creek; RUNNING THENCE along the edge of James Creek by tie lines the following eighteen courses and distances: 1) South 26 deg. 27' 10" West, 76.12 feet; 2) South 24 deg. 00' 15" West, 147.51 feet; 3) South 5 deg. 55'25" West,48.04 feet; 4) South 52 deg. 57'55" West, 33.47 feet; 5) South 16 deg. 47'50" West, 100.90 feet; 6) South 3 deg. 12'50" East, 91.85 feet; 7) South 13 deg. 12'50" West, 76.63 feet; 8) South 2 deg. 24'30" East, 115.43 feet; 9) South 32 deg. 05' 15" West, 50.57 feet; 10) North 59 deg. 39' 15" West, 137.72 feet; 11) North 81 deg. 56'40" West, 116.25 feet; 12) North 81 deg. 50'20" West, 83.86 feet; 13) North 36 deg. 67'43" West, 84.73 feet; 14) North 77 deg. 54'20" West, 68.82 feet; 15) North 83 deg. 20'50" West, 118.07 feet; 16) North 72 deg. 15'45" West, 63.61 feet; 17) South 85 deg. 17' 15" West, 81.37 feet; 18) North 74 deg.48"45" West, 73.86 feet to land of Pantaleo; RUNNING THENCE along said land of Pantaleo and others North 48 deg. 00' 00" East, 615.29 feet to the northeast corner of land of Lucas; 4 RUNNING THENCE along said land of Lucas and other,North 57 deg. 51'40"West, 568.41 feet to the easterly line of Main Road,Route 25; RUNNING THENCE along said line the following three courses and distances: 1) North 44 deg. 56'00" East, 170.00 feet; 2) North 57 deg. 07'50" East, 103.23 feet; 3) North 30 deg. 06' 10" East,60.00 feet to the point or place of BEGINNING. 5 • DANIEL C. MOONEY, P.C. • ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (f311_298-4998 April 15, 2008 44.•: �-�'••�� eyftptonline.net I Town of Southold Attention: Tax Assessor 53095 Route 25, P.O. Box 1179 Southold, NY 11971 ` Re: Hudson City Savings Bank � � >4��•^^«�^w-�""'`'"' End of the Road LLC District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Madam/Sir. As per the request of the Planning Board, enclosed herewith please find a copy of the deeds to each of the above-referenced parcels into End of the Road LLC and the recording information from a current title report. Please have tile parceis merged into a single lot with a single tax map number. Thank you for your courtesy. Very It yours. DCM:nm Daniel C. Mooney ' Enclosures - c: End of the Road LLC CROSSEASEMENT Ftn THIS AGREEMENT made this 10th day of April 2008, by End of the Road LLC, 575 Pine Place, East Marion,New York 11939,hereinafter referred to as OWNER; WITNESSETH: That for and in consideration of ONE and 00/100 DOLLAR, and other good and valuable consideration, the receipt of which is hereby acknowledged the OWNER hereby agrees as follows: 1. That OWNER hereby grants to each parcel, their successors and assigns, guests or invitees, a perpetual easement and right-of-way for ingress and egress for truck and automobile traffic over the subject premises on the paved areas as shown on the site plan of Nathan Taft Corwin, dated July 12, 2006 and thereafter revised several times, lastly on April 9, 2008, and an easement for gas, electric, cable TV, telephone, water mains and lines, and any and all utilities under, through and over the subject premises for the parcel known as SCTM District 1000; Section 022.00; Block 03.00; Lot 006.000, more particularly described in Schedule "A"attached hereto and made a part hereof, lying and being in the Town of Southold, County of Suffolk and State of New York. Said easement and right-of-way is more particularly described in Schedule "B"attached hereto and made a part hereof. 2. That OWNER, its successors and assigns, guests and invitees, take the premises subject to the above-described easement and right-of-way and rights of others along said right-of- way. 3. The grant and easement shall, at all times, be deemed to be a continuing covenant running with the land and shall be binding upon the heirs, successors and/or assigns of the parties herein. 4. It shall be the obligation of the then OWNER(S)of the subject parcel, their heirs, successors and/or assigns, to repair and/or maintain the said easement area. Each property owner shall be required to pay a 50% share of said maintenance and repair cost. hr addition, the lot owners,their heirs, successors and/or assigns shall be equally responsible for the clearing of snow and maintenance of the easement and right-of-way, included but not limited to the maintenance of grass, trees and bushes, if any. IN WITNESS WHEREOF, the party hereto has caused its hand to be hereunto fixed, and these presents to be signed as of the day and year first above written. by AL., MAUREEN M. MOONEY Member of End of the Road LLC 2 STATE OF NEW YORK ) COUNTY OF SUFFOLK ) On the day of April in the year 2008 before me, the undersigned, a Notary Public in and for said State, personally appeared MAUREEN M. MOONEY,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the rson upon be alf of which the individual acted, executed the instrument. NOTAR. PUBLIC DANIEL C. MOONEY Notary Public, State of New York No. 02-MO6052771 Qualified in Suffoik County Commission Expires December 26, 20_L( J ti 3 SCHEDULE "A" ALL that certain plot,piece or parcel of land, situate,lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southeasterly side of the Main Road where same is intersected by the southwesterly comer of land now or formerly of Yasso; THENCE South 42 degrees 12 minutes 10 seconds east along the last mentioned land, 188.32 feet; THENCE North 46 degrees 45 minutes 00 seconds east 14.64 feet to land now or formerly of Lyons; THENCE along said last mentioned land,thq following three courses: 1. South 58 degrees 06 minutes 30 seconds east, 143.60 feet to a monument; 2. South 48 degrees 00 minutes west 218 feet to a monument; and 3. North 58 degrees 10 minutes west 145.93 feet to a monument and land now or formerly of Boutcher; THENCE North 51 degrees 41 minutes east along said last mentioned land 21.16 feet to a monument; THENCE North 27 degrees 45 minutes 40 seconds west still along said last mentioned land, 196.71 feet to a monument on the southeasterly side of Main Road; THENCE North 51 degrees 41 minutes east along the southeasterly side of said Main Road, 75 feet to a monument; and THENCE North 46 degrees 45 minutes east still along the southeasterly side of Main Road 59.15 feet to the point or place of BEGINNING. TOGETHER with a right of way for access between said premises and the Main Road, said right of way running along the southerly side of said premises and in a westerly direction and thence in a northwesterly direction and thence in a northerly direction to the Main Road; Said right to way being 33 feet in width as it runs in a westerly and northwesterly direction and 25 feet in width as it runs in a northerly direction; the northerly and easterly sides of said 33 foot right of way being described as follows: BEGINNING at the concrete monument at the southeasterly comer of the premises herein conveyed and running south 48 degrees 00 minutes west 362 feet along said land herein conveyed and land now or formerly of John W. Boutcher to a point; THENCE north 57 degrees 04 minutes 40 seconds west 184.94 feet along said land nor or formerly of John W. Boutcher to a concrete monument and the easterly side of said 25 foot right of way. 4 • 0 THENCE RUNNING between land of John L. Struges on the west and Clara Dale on the east to the Main Road,it being understood, however,that John W. Boutcher shall be under no obligation or liability for keeping open or maintaining said right of way. 5 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ��OF SO//Tyo Southold, NY 11971 Chair y OFFICE LOCATION: KENNETH L. EDWARDS '! Town Hall Annex MARTIN H.SIDOR H 54375 State Route 25 GEORGE D.SOLOMON • COQ (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND � r'DUSouthold, NY III�� Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 16, 2008 TOWN OF SOUTHOLD John C. Harrison Mattituck Fire District P.O. Box 666 Mattituck, New York 11952 Re: Proposed Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 Dear Mr. Harrison: Enclosed please find a site plan application and one site plan prepared by received on April 16, 2008 along with general site plan materials for the above referenced project. The site plan status is an Active Site Plan and in the Southold Town ZBA for review under ZB File No. 6013. The Planning Board (PB) started the lead agency coordination process as an unlisted review on April 14, 2008. The following is the site plan application information pertaining to the listed project: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split- zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck, The enclosed site plan is being referred to you for fire access review and for your recommendations. Thank you for your cooperation. Very t yours run Semon Senior Site Plan Reviewer Cc: File Enc.: 1 site plan and other materials CROSS EASEMENT THIS AGREEMENT made this 10th day of April 2008, by End of the Road LLC, 575 Pine Place, East Marion,New York 11939,hereinafter referred to as OWNER; WITNESSETH: That for and in consideration of ONE and 00/100 DOLLAR, and other good and valuable consideration, the receipt of which is hereby acknowledged the OWNER hereby agrees as follows: 1. That OWNER hereby grants to each parcel, their successors and assigns, guests or invitees, a perpetual easement and right-of-way for ingress and egress for truck and automobile traffic over the subject premises on the paved areas as shown on the site plan of Nathan Taft Corwin, dated July 12, 2006 and thereafter revised several times, lastly on April 9, 2008, and an easement for gas, electric, cable TV, telephone, water mains and lines, and any and all utilities under, through and over the subject premises for the parcel known as SCTM District 1000; Section 022.00; Block 03.00; Lot 006.000, more particularly described in Schedule "A"attached hereto and made a part hereof, lying and being in the Town of Southold, County of Suffolk and State of New York. Said easement and right-of-way is more particularly described in Schedule "B"attached hereto and made a part hereof. 2. That OWNER, its successors and assigns, guests and invitees, take the premises subject to the above-described easement and right-of-way and rights of others along said right-of- way. I - - -- - 3. The grant and easement shall, at all times,be deemed to be a continuing covenant running with the land and shall be binding upon the heirs, successors and/or assigns of the parties herein. 4. It shall be the obligation of the then OWNER(S) of the subject parcel,their heirs, successors and/or assigns, to repair and/or maintain the said easement area. Each property owner • shall be required to pay a 50% share of said maintenance and repair cost. In addition, the lot owners,their heirs, successors and/or assigns shall be equally responsible for the clearing of snow and maintenance of the easement and right-of-way, included but not limited to the maintenance of grass, trees and bushes, if any. IN WITNESS WHEREOF, the party hereto has caused its hand to be hereunto fixed, and these presents to be signed as of the day and year first above written. by: 2 MAUREEN M. MOONEY Member of End of the Road LLC 2 • STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the A day of April in the year 2008 before me,the undersigned, a Notary Public in and for said State,personally appeared MAUREEN M. MOONEY, ]mown to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, orthe rson upon be alf of which the individual acted, executed the instrument. NOTAR PUBLIC DANIEL C.MOONEY Notary Public, State of New York No.02-M06052771 Quafrfied in Suffoik County Commission Expires December 26,20_L( J 3 SCHEDULE "A" ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck,in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southeasterly side of the Main Road where same is intersected by the southwesterly corner of land now or formerly of Yasso; THENCE South 42 degrees 12 minutes 10 seconds east along the last mentioned land, 188.32 feet; THENCE North 46 degrees 45 minutes 00 seconds east 14.64 feet to land now or formerly of Lyons; THENCE along said last mentioned land,thq following three courses: 1. South 58 degrees 06 minutes 30 seconds east, 143.60 feet to a monument; 2. South 48 degrees 00 minutes west 218 feet to a monument; and 3. North 58 degrees 10 minutes west 145.93 feet to a monument and land now or formerly of Boutcher; THENCE North 51 degrees 41 minutes east along said last mentioned land 21.16 feet to a monument; THENCE North 27 degrees 45 minutes 40 seconds west still along said last mentioned land, 196.71 feet to a monument on the southeasterly side of Main Road; THENCE North 51 degrees 41 minutes east along the southeasterly side of said Main Road, 75 feet to a monument; and THENCE North 46 degrees 45 minutes east still along the southeasterly side of Main Road 59.15 feet to the point or place of BEGINNING. TOGETHER with a right of way for access between said premises and the Main Road, said right of way running along the southerly side of said premises and in a westerly direction and thence in a northwesterly direction and thence in a northerly direction to the Main Road; Said right to way being 33 feet in width as it runs in a westerly and northwesterly direction.and 25 feet._ in width as it runs in a northerly direction; the northerly and easterly sides of said 33 foot right of way being described as follows: BEGINNING at the concrete monument at the southeasterly corner of the premises herein conveyed and running south 48 degrees 00 minutes west 362 feet along said land herein conveyed and land now or formerly of John W. Boutcher to a point; THENCE north 57 degrees 04 minutes 40 seconds west 184.94 feet along said land nor or formerly of John W. Boutcher to a concrete monument and the easterly side of said 25 foot right of way. 4 THENCE RUNNING between land of John L. Struges on the west and Clara Dale on the east to the Main Road, it being understood,however,that John W. Boutcher shall be under no obligation or liability for keeping open or maintaining said right of way. 5 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 15, 2008 TOWN OF SOUTHOLD Mr. Daniel C. Mooney 11700 Main Road, PO Box 702 Mattituck, NY 11952 Re: Proposed Site Plan for the Hudson City Savings Bank Plaza Located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck SCTM: 1000-122-3-1.2, 2, 5.1 & 17 Zoning District: B & R-40 Dear Mr. Mooney: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 14, 2008: WHEREAS, this site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck, SCTM#:1000-122-3-1.2, 2, 5.1 & 17; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiates the SEQR lead agency coordination process for this unlisted action. If you have any questions regarding the above, please contact this office. Very truly yours, jedlZyn�BQL Chairperson cc: Scott Russell, Southold Town Supervisor Suffolk County Dept. of Health Services Southold Town Board Suffolk County Planning Commission Southold Town Building Department Suffolk County Water Authority Southold Town Zoning Board of Appeals NYSDEC - Stony Brook Southold Town Engineer NYSDOT Southold Town LWRP Coordinator '��/44,0 Southold Town Trustees wl,144,o WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 14, 2008 at 4:30 p.m. 4:30 p.m. Review Public Meeting Agenda 4:45 p.m. Site Plans and Subdivisions Site Plans: 7G' rNingS Brit the Road, LLC a.k.a. End of SCTM#: 1000-122-3-1.2, 2, 5.1, 17 Location: 11520-11750 NYS Road in Mattituck Description: Two new buildings: one office building, 9,986 square feet, and one bank, 3,241 square feet on a 1.9 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Action: Review revised plan for completeness Status: New application — not yet accepted as complete Recommendations: Consider accepting as complete and beginning review process and SEQR Coordination. Attachments: None Subdivisions: Standard Subdivision of Hazel's Woods SCTM#1000-123-6-6.9 & 123-6-23 Location: The property is located east of Camp Mineola Road and north of Private Road in Mattituck. Description: This proposal is to subdivide a 8.46 acre parcel into 5 lots where Lot 1 equals 23,798 sq. ft.; Lot 2 equals 23,133 sq. ft.; Lot 3 equals 23,200 sq. ft.; Lot 4 equals 23,200 sq. ft.; Lot 5 equals 21,993 sq. ft. and the subdivision open space equals 5.0072 acres in the R-80 Zoning District. ---Determine if subdivision lay-out is acceptable. ---Consider accepting Yield Map, approval of Sketch Plan and SEQR Coordination. Sterling Harbor Inc. at Bayview SCTM#1000-88-2-15 Location: on the n/s/o Main Bayview Road, 300.21' e/o Midland Parkway in the Agricultural Conservation Zoning District (A-C) in Southold. Description: Proposal is for a standard subdivision to subdivide a 14.1529-acre parcel in the A-C zone into five lots where Lot 1 equals 49,652 sq. ft., Lot 2 equals 41,302 sq. ft., Lot 3 equals 42,550 sq. ft., Lot 4 equals 41,056 sq. ft. and Lot 5 equals 410,845 sq. ft. and includes a 40,944 sq. ft. building envelope and a 369,901 sq. ft. preserved area. ---Request to waive Stage 1 Archeological Survey based upon results of studies accomplished within the area. Planning Board Work Sessd' w Page Two i April 14, 2008 (Subdivision Continued) Vineyard 48 SCTM#1000-96-4-4.2 & 4.3 Location: s/s/o CR 48, w/o Depot Lane, in Cutchogue ---Request: re-issuance of final approval Other Seeley Residence — Request to amend the Covenant and Restrictions. For Discussion: 1. Procedure for lingering inactive site plan applications 2. Farm Winery License application 2 71 D Submission Without a Cover Letter ui APR 1 2008 `r. huid Tenn Subject: SCTM#: 1000 - a — 3 5� 1 J ), :2 ) Date: AQP ) 10 � J 0a 8 Comments: — c+igV. 5 , G 6� �t �� d c - L;�h � � �lG� � Cfp ,-r3 � U LG,\Jsc � � Ply, (9 4E up l Oy -b `�ccEP � WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 7, 2008 at 4:00 p.m. 4:00 p.m. Site Plans & Subdivisions Site Plans • North Fork Hardware SCTM#: 1000-62-1-3 Location: 54795 NYS Road in Southold Description: New retail building, 3,694 sq. ft. of first floor retail, 3,000 sq. ft. of basement storage, 392 sq. ft. of accessory office, and 2,000 sq. ft. of attic storage with 27 parking spaces provided on a 20,002 sq. ft. parcel. Action: Review materials submitted to fulfill conditions of approval Status: Conditonal approval from 2/11/08, maps not yet signed. Recommendations: Review and approve that conditions have been met, if all the materials are considered satisfactory by the board. Authorize chair to sign the maps —follow-up resolution to that effect on 4/14/08. Attachments: A-1 thru A-4, 2/11/08 Planning Board resolution • tyCavigsari a.k.a. End of SCTM#: 1000-122-3-1.2, 2, 5.1, 17 the ad, Location: 11520-11750 NYS Road in Mattituck Description: Two new buildings: one office building, 9,986 square feet, and one bank, 3,241 square feet on a 1.9 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Action: Review revised plan for completeness Status: New application — not yet accepted as complete Recommendations: Consider accepting as complete and beginning review process and declaring Lead Agency under SEQRA, for an Unlisted Coordinated Action. Attachments: None • CJC1 Corporation SCTM#: 1000-45-4-4.1 Location: 74495 NYS Route 25, approximately 734' w/o Moores Lane on the n/s/o NYS Route 25, in Greenport Description: Construction of one building of 8,960 sq. ft. with the first floor containing rental space, contractor's business office, garage storage and an apartment on the second floor. Action: Review revised plan for completeness Status: New application — not yet accepted as complete Recommendations: Consider accepting as complete and beginning review process and declaring Lead Agency under SEQRA, for an Unlisted Coordinated Action. Attachments: None Planning Board Work Session Page Two April 7, 2008 • North Fork Self Storage SCTM#: 1000-96-1-1.4 Location: 50 Commerce Drive, Cutchogue Description: Newly constructed self storage facility on a 3.06-acre parcel in the LI Zone located approximately 370' e/o Depot Lane on the n/s/o County Road 48. Action: Review change to building fagade element proposed by applicant. Status: Approved site plan — under construction. Recommendations: Approve the change as proposed. Attachments: None Subdivisions Standard Subdivision of Hazel's Woods SCTM# 123-6-6.9 & 123-6-23 Location: The property is located east of Camp Mineola Road and north of Private Road in Mattituck. Description: This proposal is to subdivide an 8.46 acre parcel into 5 lots where Lot 1 equals 23,798 sq. ft.; Lot 2 equals 23,133 sq. ft.; Lot 3 equals 23,200 sq. ft.; Lot 4 equals 23,200 sq. ft.; Lot 5 equals 21,993 sq. ft. and the subdivision open space equals 5.0072 acres in the R-80 Zoning District. - Review new submitted plans and determine if subdivision layout is acceptable. Consider accepting Yield Map, approval of Sketch Plan and SEQR Coordination. Sterling Harbor Inc. at Bayview SCTM# 88-2-15 Location: The property is located on the n/s/o Main Bayview Road, 300.21' e/o Midland Parkway in the Agricultural Conservation Zoning District(A-C) in Southold. Description: Proposal is for a standard subdivision to subdivide a 14.1529-acre parcel in the A-C zone into five lots where Lot 1 equals 49,652 sq. ft., Lot 2 equals 41,302 sq. ft., Lot 3 equals 42,550 sq. ft., Lot 4 equals 41,056 sq. ft. and Lot 5 equals 410,845 sq. ft. and includes a 40,944 qs. ft. building envelope and a 369,901 sq. ft. preserved area. - Request to waive Stage 1 Archeological Survey based upon results of studies accomplished within the area. Robert Adipietro SCTM# 74-3-16 Location: The property is located on the els/o Peconic Lane, approximately 333 ft. s/o County Road 48, in Peconic. Description: This proposed standard subdivision is to subdivide a 2.038-acre parcel into three lots, where Lot 1 equals 20,229 sq. ft., Lot 2 equals 29,817 sq. ft. and Lot 3 equals 29,291 sq. ft., in the HB Zoning District. - Request for extension 2 Planning Board Work Session Page Three &HI 7, 2008 Peter Onufrak SCTM# 114-5-1 Location: The property is located on the n/e/c/o CR 48 and Mary's Road in Mattituck. Description: This proposal is for a standard subdivision of a 7.0415-acre parcel into two lots where Lot 1 equals 1.3366 acres and Lot 2 equals 5.7049 acres, inclusive of a 1.3365-acre building envelope and 4.3684 acres of subdivision Open Space that will be permanently preserved by a Conservation Easement. - Review Grant of Conservation Easement Other Seeley Residence — Request to amend the Covenant and Restrictions. For Discussion: 1. Up-date on interviews held 4/2/08 2. Proposal from NPV for site plan review 3. Town Board request for information: Indoor Dog & Cat Care Facility 4. Town Board request for information: Dormers on Accessory Landmarked Buildings 3 Submission Without a Cover Letter Sender: -Dm, �' V'�•+` rj Subject: fw) �� Iia a LLC ` 4 2008 PPS � SCTM#: 1000 - . ° P � Date: tk l D� Comments: 4e �iHy Cry 7 .l ��—Cod✓ DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 April 1, 2008 dcmooney@optonline.net T Town of Southold Planning Dept. } Attention: Mr. Bruno Semon - 2 2008 53095 Route 25, P.O. Box 1179 AFfl I Southold, NY 11971 Re: Hudson City Savings Bank End of the Road LLC District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Mr. Semon: Enclosed herewith please find a copy of the recorded Deed to the applicant for Lot 2 and a copy of the Deeds to lots 17, 1.2 and 5.1 which have been sent to the Suffolk County Clerk for recording. These place title of the entire premises covered by the site plan in End of the Road, LLC. Please note this on your file. Thank you for your courtesy. Very truly yours, -^;ez16'a c. DCM:nm Daniel C. Mooney Enclosures c: End of the Road LLC I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII 1111111 illll VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 03/07/2008 Number of Pages : 3 At: 10 :41 :23 AM Receipt Number : 08-0020862 I TRANSFER TAX NUMBER: 07-20709 LIBER: D00012543 PAGE : 141 District: Section: Block: Lot: 1000 122 . 00 03 . 00 002 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $250,000 . 00 Received the Following Fees For Above Instrument Exempt Exeml Page/Filing $9 . 00 NO Handling $5.00 NO COE $5 .00 NO NYS SRCHG $15 . 00 NO EA-CTY $5 . 00 NO EA-STATE $165 .00 NO TP-584 $5 .00 NO Notation $0 .00 NO Cert.Copies $0 . 00 NO RPT $30 . 00 NO Transfer tax $1 ,000 .00 NO Comm.Pres $2,000 .00 NO Fees Paid $3,239 .00 TRANSFER TAX NUMBER: 07-20709 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale iCounty Clerk, Suffolk County • FF + 11z". 2008 Mar 07 10:41:-- Number of pages Tudi th N. Pascale 4 CLERK OF COM This document will be public SUFFOLK o0002.�254413S' ., record. Please remove all P 141 Social Security Numbers DT# 07-20704 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax _ Handling 5. 00 2. Additional Tax _ TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) / Sub Total Spec. /Add. _ EA-5217 (State) f TOT. MTG. TAX R.P.T.S.A. 30 �"U,}{ Dual Town_Dual County Held for Appointment ,�.�f� Comm. of Ed. 5. 00 Transfer Tax Affidavit _ + Mansion Tax -0 The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 I family dwelling only. Sub Total YES or NO Other Grand Total `-' If NO, see appropriate tax clause on page# of this i strument. 46bb 080058 1000 12200 0300 002000 4 Dis P T S 7 5 Community Preservation Fund Real Property REMC A nsideration Amount $ M� Tax Service 5-MAR Agency CP Tax Due $ vV C Verification � //yy,,��,,,,,,,, Itnprovedy�� 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Vacant Land jDStJIE1, C. MoOwSEy, P C. TD 11100 KA W RO aD TD P. a. aox r702, MA Trtrt.Ldt, r �•y I I G52, TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co. Name F gr-AL EST.StiC _ www.suffo[kcountyny.gov/clerk Title# p - OR-con(DO i NU1101K U'onnty Recording & Endorsement rage This page forms part of the attached e,e4) made by: t (SPECIFY TYPE OF INSTRUMENT) '•E ohs A 21D J- 1 ) F-YJ E LL`/,J; Se. The premises herein is situated in m a t S n 2Y E k 1.,E W F_I-L)LA 1 hi,_,; ,_ 7OLK COUNTY, NEW YORK. TO In the TOWN of SOLLTH O (-b 8t3 D OF -rF4E- -Ir�O Po In the VILLAGE or HAMLET of Fn q7n AJ-C.-1C _ BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) v Itrwou0i am '2`JV ]i1i 30 ROI.LDVASL,LVS sno C si pa as �snf an,no6 ;uarunoop au}31 - rower��y R TYOUR LAWYlR OGYORE saa.. -NT 4wilo"WPM, THIS INDENTURE, made the J24day of January Two Thousand Eight BETWEEN LEONARD J. LLEWELLYN, JR. and MARJORY E. LLEWELLYN, his wife residing at Deep Hole Road, Mattituck, New York 11952 party of the first part, and END OF THE ROAD, LLC having its principal office at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southeasterly side of Main Road(N.Y.S.Rte 25)where the same is intersected by land now or formerly of Alan A. Cardinale, said point or place of beginning being also distant 761.83 feet more or less northeasterly as measured along the southeasterly side of Main Road (N.Y.S. Rte 25)from the comer formed by the Intersection of the easterly side of Bay Avenue with the southeasterly side of Main Road (N.Y.S. Rte 25); RUNNING THENCE from said point or place of beginning along land now or formerly of Alan A.Cardinale,South 57 degrees 51 minutes 40 second East 200.00 feet to land now or formerly of Paul Lucas and Angela Lucas; THENCE along said land, South 45 degrees 18 minutes 50 seconds West 75.00 feet; TH ENCE North 54 degrees 13 minutes 50 seconds West 197.05 feet to the southeasterly side of Main Road(N.Y.S.Rte 25); THENCE along the southeasterly side of Main Road (N.Y.S. Rte 25), North 44 degrees 56 minutes 00 seconds East 62.11 feet to the point or place of BEGINNING. BEING and intended to be the same parcel acquired by deed dated 4/30/77, recorded by the Clerk of the County of Suffolk on 9/12/77 in Liber 8306 cp. 68. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party"shall be construed as if it read "parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: 2 LEONARD J. LLEWELLYN,OR. MARIORY E. LLEWELLYN 4 STATE OF NEW YORK ) SS.. COUNTY OF SUFFOLK ) On theday of January in the year 2008 before me, the undersigned, a Notary Public in and for said State, personally appeared LEONARD J. LLEWELLYN, JR. known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual, or the per n upon beh of which the individual acted, executed the instrument. NOTARY PUBLIC Cheryl Simons STATE OF NEW YORK Notary Public,State Of New York SS.: No 31-4970341 COUNTY OF SUFFOLK ) Qualified In Suffolk County Commission Expires February 4,201 On the day of January in the year 2008 before me, the undersigned, a Notary Public in and for said State,personally appeared MARJORY E. LLEWELLYN known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the Instrument. -Z-'N'OTARY PUBLIC Cheryl Simons Notary Public,State Of New York No 31-4970341 Qualified In Suffolk County commission Expires February 4,20 Bargain and Sale Deed wrrH COVENANT AGAINST GRANTOR'S ACTS DISTRICT: 1000 TITLE NO. 07-08-5785 SECTION: 122.00 BLOCK: 03.00 LEONARD J. LLEWELLYN,JR. and MARJORY E. LLEWELLYN LOT: 002.000 COUNTY OR TOWN--SUFFOLK/SOUTHOLD TO TAX BILLING ADDRESS: P.O. Box 731 East Marion, NY 11939 END OF THE ROAD, LLC RETURN BY MAIL TO: DANIEL C. MOONEY,P.C. P.O. BOX 702 MATTITUCK, NY 11952 RESERVED FOR USE BY COUNTY CLERK — t r;l _ CONSULT YOUR LAWYER B ORE SIGNING THIS INSTRUMENT---THIS INSTRUMEWOULD BE USED BY LAWYERS ONLY. /THit INDENTURE, made the0 day ofTwo Thousand Eight BETWEEN DEIRDRE M. MOONEY residing at 78C Edwards Street, Roslyn Heights, New York 11577 party of the first part, and END OF THE ROAC '_LC having its principal offiL,,at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the northwesterly side of a right of way where the same is Intersected by the southwesterly side of land now or formerly of Paul Lucas and Helen Angela Lucas;said point being at the northeasterly corner of the premises about to be described herein; RUN NING THENCE from said point or place of beginning along the northwesterly side of said right of way South 48 degrees 00 minutes 00 seconds West 72.88 feet to the northeasterly side of land now or formerly of J. Margaret M. Lyons and Veronica Sheppard; THENCE along said last mentioned land, North 57 degrees 51 minutes 40 seconds West 142.88 feet to the southeasterly side of land now or formerly of Maureen M. Mooney; THENCE along said last mentioned land, North 45 degrees 18 minutes 50 seconds East 72.00 feet to the southwesterly side of land now or formerly of Paul Lucas and Helen Angela Lucas first above mentioned; and •r THENCE along said last mentioned land, South 57 degrees 51 minutes 40 seconds East 146.39 feet to the northwesterly side of said right of way at the point or place of BEGINNING. Together with a right of way,for access between said premises and the Main Road,said right of way running along the southerly side of said premises and in a westerly direciton; and thence in a northwesterly direction and thence in a northerly direction to the Main Road; said right of way being 33 feet in width as it runs in a westerly and northwesterly direction and 25 feet in width as it runs in a northerly direciton; the northerly and easterly side of said 33 foot right of way being described as follows: BEGINNING at a concrete monument at the southeasterly corner of land now or formerly of Paul Lucas andL Helen Angela Lucas; RUNNING THENCE from said polint or place of beginning, South 48 degrees 00 minutes 00 seconds West,655.16 feet; THENCE North 57 degrees 40 minutes 40 seconds West, 154.94 feet along said land now or formerly of Margaret M. Lyons and Veronica Sheppard to a concrete monument and the easterly side of said 25 foot right to way. Said 25 foot right of way thence,running between lands now or formerly of John L. Sturges on the west and now or formerly of Maureen M. Mooney on the east to the Main Road. BEING and intended to be the same parcels acquired by deed dated 4/16/96, recorded by the Clerk of the County of Suffolk on 5/10/96 in Liber 11773 cp.474 and deed dated 4/15/96,recorded by the perk of the County of Suffolk on 5/21/96 in Liber 11774 cp. 885. TOGETHER with all right,tide and Interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read "parties"whenever the sense of this Indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. r IN PRESENCE OF: � i •� J I EIRDRE M. MOONEY STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the a= day of M Yl (L Et in the year 2008 before me,the undersigned,a Notary Public in and for said State, personally appeared DEIRDRE M. MOONEY known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLI DANIEL C.MOONEY Notary Public, State of New York No. 02-MO6052771 Qualified In Suffolk.County Commission Expires Decdmber 26,200 Bargain and Sale Deed WrTH COVENANT AGAINST GRANTOR'S ACTS TITLE No. 07-08-5785 DISTRICT: 1000SECTION: 122.00 BLOCK: 03.00 DEIRDRE M. MOONEY LOT: 001.002 COUNTY OR TOWN-SUFFOLK/SOUTHOLD TO TAX BILLING ADDRESS: P.O. Box 731 END OF THE ROAD, LLC East Marion, NY 11939 �• RETURN BY MAIL TO: DANIEL C. MOONEY, P.C. P.O. BOX 702 MATTITUCK, NY 11952 RESERVED FOR USE BY COUNTY CLERK f I CQNSULT YOUR LAWYER BEFORE ONG THIS INSTRUMENT---THIS INSTRUMENT SHORE USED BY LAWYERS ONLY. , THIS INDENTURE, made the DOLL day of M 4 E-.-., Two Thousand Eight BETWEEN KIERNAN MOONEY, residing at 62 Alabama Street, Long Beach, New York 11561 and BRENDAN MOONEY, residing at 630 Fulton Avenue, Apartment 14T, Farmingdale, New York 11935 AS 30INT TENANTS WITH THE RIGHT OF SURVIVORSHIP party of the first part, and t END OF THE ROAC LLC having its principal office at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a concrete monument on the northerly side of a 33 foot Right of Way at the southeast corner of the premises herein described adjoining land now or formerly of John W. Boutcher;said monument being South 48 degrees 00 minutes 00 seconds West, 147.88 feet as measured along the northerly side of said Right of Way from a concrete monument marking its easterly terminus; RUNNING THENCE from said monument and place of beginning along the northerly side of said Right of Way, South 48 degrees 00 minutes 00 seconds West 145.28 feet to land now or formerly of Six Kings, LLC; THENCE along said land of Six Kings, LLC, North 58 degrees 06 minutes 30 seconds West 143.60 feet to land now or formerly T.G. Super Exchange Corp.; THENCE along lands of T.G. Super Exchange Corp. the following three courses and distances: 1) North 46 degrees 45 minutes 00 seconds East 12.16 feet; 2) North 48 degrees 33 minutes 00 seconds East 125.00 feet; 3) North 45 degrees 18 minutes 50 seconds East 8.91 feet to lands now or formerly of Deirdre M. Mooney; TH ENCE along said other lands now or formerly of Deirdre M. Mooney, South 57'degrees 51 minutes 40 seconds East 142.88 feet to the point or place of BEGINNING. BEING and intended to be the same parcels acquired by deed dated 8/5/04, recorded by the Clerk of the County of Suffolk on 8/30/04 In Liber 12340 cp.323 and deed dated 7/26/04,recorded by the Clerk of the County of Suffolk on 8/30/04 in Liber 12340 cp. 324. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,In compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party"shall be construed as If it read "parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: KIERNAN MOONS* I f' BRErJN MOONEY STATE OF NEW YORK ) SS.: COUNTY OF SUFFOLK ) On the I ci day of M rhwu a in the year 2008 before me,the undersigned,a Notary Public in and for said State, personally appeared KIERNAN MOONEY known to me or proved to me on the basis of satisfactory evidence to be the individual whose name Is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. 1 �7� DANIEL C. MOONEY Notary Public, State of New York NOTARY PUBLI No. 02-MO6052771 Qualified In Suffolk County STATE OF NEW YORK ) Commission Expires December 26,20.L4 Ss.: COUNTY OF SUFFOLK ) On the�_day of /14dit, 44 in the year 2008 before me,the undersigned,a Notary Public in and for said State, personally appeared BRENDAN MOONEY known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or theperson upon behalf of which the individual acted, executed the instrument. , f DANIEL G. MOONEY �2'� Notary Public, State of New York NOTARY PUBLIC No.02-MO6052771 Qualified in Suffolk County Commission Expires December 26, 20.0J�- Bargain and Sale Deed wm1 covENANT AGAINST GRANTOR'S ACTS DISTRICT: 1000 TITLE NO. 07-08-5785 SECTION: 122.00 BLOCK: 03.00 KIERNAN MOONEY and BRENDAN MOONEY LOT: 017.000 COUNTY OR TOWN-SUFFOLK/SOUTHOLD TO TAX BILLING ADDRESS: P.O. Box 731 East Marion, NY 11939 END OF THE ROAD LLC RETURN BY MAIL TO: DANIEL C. MOONEY, P.C. P.O. BOX 702 MATTIfUCK,NY 11952 RESERVED FOR USE BY COUNTY CLERK CONSULT YOUR LAWYER BEF#IGNING THIS INSTRUMENT---THIS INSTRUMENT OLD BE USED BY LAWYERS ONLY. THIS INDENTURE, made the-C�O day of 11044tW Two Thousand Eight BETWEEN MAUREEN M. MOONEY residing at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 party of the first part, and END OF THE ROAD LLC i having its principal office at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,situate, lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southeasterly side of Main Road(N.Y.S. Rte 25)where the same is intersected by land now or formerly of Six Kings,LLC; said point or place of beginning being also distant 508 feet more or less northeasterly as measured along the southeasterly side of Main Road (N.Y.S. Rte 25)from the corner formed by the Intersection of the southeasterly side of Main Road (N.Y.S. Rte 25) with the easterly side of Bay Avenue; RUNNING THENCE from said point or place of beginning along the southeasterly side of Main Road(N.Y.S. Rte 25) the following two courses and distances: 1) North 46 degrees 45 minutes 00 seconds East 89.04 feet; 2) North 44 degrees 56 minutes 00 seconds East 102.68 feet to land now or formerly of Leonard J. Llewellyn,Jr. and Marjorie E. Llewellyn; THENCE along said last mentioned land, South 54 degrees 13 minutes 50 seconds East 197.05 feet; THENCE South 45 degrees 18 minutes 50 seconds West 80.91 feet(80.00 feet deed); THENCE South 48 degrees 33 minutes 00 seconds West 125.00 feet; THENCE South 46 degrees 45 minutes 00 seconds West 26.80 feet to land now or formerly of Six Kings, LLC first above mentioned; THENCE along said last mentioned land, North 42 degrees 12 minutes 30 seconds West 188.32 feet to the southeasterly side of Main Road (N.Y.S. Rte 25) at the point or place of BEGINNING. BEING and intended to be the same parcels acquired by deed dated 1/17/90, recorded by the Clerk of the County of Suffolk on 4/26/90 in Liber 11057 cp. 576; and deed dated 3/25/91,recorded by the Clerk of the County of Suffolk on 5/21/93 in Liber 11630 cp. 42; and deed dated 1/17/90, recorded by the Clerk of the County of Suffolk on 4/26/90 in Liber 11057 cp. 580. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read "parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: MAUREEN M. MOONEY� STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the sL day of in the year 2008 before me,the undersigned,a Notary Public in and for said State, personally appeared MAUREEN M. MOONEY known to me or proved to me on the basis of satisfactory, evidence to be the individual whose name Is subscribed to the within instrument and acknowledged to me that she execked;• the same in her capacity and that by her signature on the instrument, the individual, or the person upon behalf of which they individual acted, executed the instrument. NOTARY PUBLIC DANIEL C.MOONEV Notary Public, State of New Yoyq No. 02-M08052779 Qualified in Suffolk County Commission Expires December 26, 243Lt, Bargain and Sale Deed WITH COVENANT AGAINST GRANTOR'S ACTS DISTRICT: 1000 Tr LE No. 07-08-5785 SECTION: 122.00 BLOCK: 03.00 MAUREEN M. MOONEY LOT: 005.001 COUNTY OR TOWN—SUFFOLKISOUTHOLD TO TAX BILLING ADDRESS: P.O. Box 731 East Marion, NY 11939 END OF THE ROAD, LLC RETURN BY MAIL TO: DANIEL C. MOONEY, P.C. P.O. BOX 702 MATTITUCK, NY 11952 RESERVED FOR USE BY COUNTY CLERK • a WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 17, 2008 at 4:00 p.m. 4:00 p.m. Site Plans • 01MW.O SCTM#: 1000-122-3-1.2, 2, 5.1, 17 formally known als nod of Road, Location: 11520-11720 Main Road in LLC. Mattituck Action: Review of revised site plan received on 3/13/08 at Mr. Mooney's request for parking lay-out and 4' planting aisles and land-banked parking. Status: New site plan pending receipt of a complete application. Recommendations: PB reviews site plan and advises Staff. Attachments: None • CJCI Corporation SCTM#: 1000-45-4-4.1 Location: 74494 Main Road in Greenport Action: Up-date on site plan application and review of the revised site plan and application received on March 6, 2008. Attached is the letter dated February 6, 2007 sent by PB Staff and the Notice of Disapproval dated December 17, 2007. Status: Will require ZBA approval and PB consideration on new revised application. Recommendations: PB reviews the application and advises Staff. Attachments: A-1 —A-3 • Cutchogue New Suffolk Free SCTM#: 1000-109-6-2.2 Library Location: 27550 Main Road in Cutchogue Action: Final Site Plan approval as requested in the letter, dated March 6, 2008, from Ray Nemschick. Status: Pending final authorization letter from PB. Recommendations: Review staff comments of final inspection on March 17, 2008. Attachments: B-1 letter Submission Without a Cover Letter Sender: f-k) C/ Subject: t4-lj Kd SCTM#: 1000 - Date: Comments: } 9, MAR 1 3 2008 Submission Without a Cover Letter Sender: 1 ' � Subject: p C S' 61-11-W SCTM#: 1000 - i�AR p 2008 Date: Comments: r0 y00 Mm 1 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 3, 2008 at 4:00 p.m. 4:00 p.m. Applications Site Plans 1 SCTM#: 1000-122-3-1.2 Location: 11520-11750 Main Road in Mattituck Action: Review new site plan application Status: New site plan application. Recommendations: Consider accepting the application as submitted and begin Referral / SEQRA under an Unlisted Coordinated Action. Attachments: None • Purita Winery SCTM#: 1000-51-03-4.11 Location: 19110 Soundview Avenue in Southold Action: Site Plan Status up-date, review of LWRP comments & Town Engineer comments. Status: Pending PB decision at the March 10, 2008 public hearing. Recommendations: PB accepts comments as submitted. Attachments: Letter from Engineer • Seifert Construction SCTM#: 1000-141-3-44 Location: 11280 Sound Avenue in Mattituck Action: Site Plan Status up-date, review of LWRP comments & Town Engineer comments. Status: Pending PB decision at the March 10, 2008 public hearing. Recommendations: PB accepts comments as submitted. Attachments: Letter from Engineer • Brewer Yacht Yard Pavilion SCTM#: 1000-43-3-2 Location: 500 Sandy Beach Road in Greenport Action: Site Plan Status up-date and review of revised site plan. Status: Pending PB decision at the March 10, 2008 public hearing. Recommendations: PB accepts the revised site plan as submitted. Attachments: None • Laurel Creek SCTM#: 125.-3-2.3 Nursery Location: 1900 Main Road in Laurel Proposal: Construct four new greenhouses, two @ 14'x100' and two @ 25'x 100' Action: Review letters from Town Engineer and LWRP Coordinators Status: Agricultural Site Plan — accepted for review. Recommendations: PB accepts Engineer comments and LWRP Consistency Review. Attachments: Letter from Engineer Site Plans continued • Kruk Greenhouse SCTM#: 75.-1-1.1 Location: 34800 County Road 48, Peconic Proposal: Construct one new greenhouse, @ 20'x124' Action: Review site plan application for appropriate elements to waive. Status: Agricultural Site Plan — new. Recommendations: Accept site plan. Consider waiving site plan elements not necessary. Attachments: Greenhouse photo & description from manufacturer Subdivisions Standard Subdivision of Flora Nursery SCTM# 107-10-10.1 New Application: Review Subdivision Plan. Location: 6900 Wickham Avenue, Mattituck, New York Proposal is to subdivide a 10.10 acre improved parcel into 4 lots, where Lot 1 equals 50,433 s.f., Lot 2 equals 54,146 s.f., Lot 3 equals 57,578 s.f., and Lot 4 equals 277,811 s.f. and is improved. Standard Subdivision of Conkling Point SCTM# 53-4-44.1 &44.3 Recommend Preliminary Plat Approval. Location: The property is located on the west side of Kerwin Boulevard, approximately 575 feet west of August Lane, in Greenport, New York Proposal is to subdivide a 7.725-acre parcel into four lots, where Lot 1 equals 29,869 s.f., Lot 2 equals 29,869 s.f., Lot 3 equals 29,869 s.f., Lot 4 equals 29,869 s.f. and the open space parcel equals 4.1 acres, excluding the area of wetlands. This project includes the transferring of 37,882 s.f. of buildable lands from SCTM# 1000-53-4-44.3 onto the subject property for the purposes of establishing yield. Re-subdivision of Ciaglo and Wesnofske SCTM# 69-4-8.1 & 69-4-8.2 New Application: Accept Plat and Recommend Sketch Plan Approval. Location: 36980 County Route 48, Peconic, New York Proposal is for a lot-line amendment to transfer 10,602.51 s.f. from SCTM#69-4-8.1 to SCTM#69-4-8.2 in the AC Zoning District in Peconic, where following the transfer, Lot 1 would equal 8.0726 acres and Lot 2 would equal 1.2741 acres. 2 Submission Without a Cover Letter Sender: vllol6- RF I vC c A (&e3/) 7Z7 -/6// Subject: 04^/ 1406""'5- K SCTM#: 1000 - !ZZ – 03 -12 122 -03 - 0 , / 7z -03 - 5,/ Date: / Z Z - U 3 - /7 Z12g/a� Comments: 5 C Dpj�' J Submission Without a Cover Letter M L Sender: rDw", Subject: SCTM#: 1000 - Date: -) Ia9 � B� r Comments: Semon, Bruno From: Lanza, Heather Sent: Tuesday, January 29, 2008 12:56 PM To: Semon, Bruno Subject: FW: Hudson City Savings Bank Plaza Please place this e-mail in the file for the record. From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Thursday, January 24, 2008 7:54 AM To: Lanza, Heather Subject: Re: Hudson City Savings Bank Plaza Happy New Year- even if a little late. I have spoken to Kieran and Linda at the ZBA. Without wishing to misquote either or both it seems that the ZBA will not render a decision until Planning approves a plan and completes SEQRA. However it seems that if all is approved they will grant the side yard and the parking on the R40 with the hope that the lighting on the R40 will be no higher than 5 feet and that there will be land banking of some parking spaces on the R40- especially near John's Road and near the house on the east side. I spoke with Jim Delucca yesterday. He is trying to find lighting along the lines the ZBA seems to want. The solution seems to be more walkway than parking lot lighting. The surveyor is to be at the site today to do final calculations. Jim says he will have a plan into you by next week. I have one question which you may be able to afford some guidance. The architectural review board wanted a front entrance on the Main Road side. We would rather have a lobby in the middle of the building with the entrance facing East. This would be a two story lobby with a receptionist and a waiting room. To also have a front entrance seems to be redundant. We are in Puerto Rico but I will call you next week or you may email me . Thanks again for all of your assistance. Dan ----- Original Message ----- From: "Lanza, Heather" Date: Wednesday, January 23, 2008 4:32 pm i 40 Subject: Hudson City Savings Plaza To: dcmooney@optonline.net Cc: "Semon, Bruno" > Dear Mr. Mooney, > I just wanted to check in with you to see what your next step is going > to be. I hadn't had a chance to speak to you since your letter of > December 11. We received a memo from the ZBA that seems to indicate > they will be giving you some idea of where their decision will be > prior to receiving the SEQRA determination from Planning. > > I thought that it was likely once you had that information, you would > probably be moving forward with your engineering and providing > us with a > complete site plan application to allow us to proceed with your > application concurrent with the ZBA application. Is that the plan? > I am out of the office Thursday and Friday, but will be back on Monday > if you would like to call. > Heather Lanza > Town Planning Director > 53095 Route 25 > P.O. Box 1179 > Southold, New York 11971 > Phone: (631)765-1938 > E-mail: heather.lana@town.southold.ny.us z Office Location: �o�OSpFF0j/ , USPS Mailing Address: C� liy �N,�,4 C }Y Town Annex/First Floor,North Fork Bank o 53095 Main Road /`t"•^`� 54375 Main Road(at Youngs Avenue) c Z P.O. Box 1179 Southold,NY 11971 Oy Southold,NY 11971-0959 �►ol � dao http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 s zooa MEMO i L TO: Jerilyn Woodhouse, Chairperson, Planning Board Heather Lanza, Director, Planning FROM: Jerry Goehringer, Chairm DATE: January 14, 2008 SUBJECT: End of the Road Variances CTM 122-3-5.1 With regard to the above application, this letter is sent to confirm that the public hearing was held and closed and that deliberations are pending for a possible approval with conditions. A ZBA decision is not expected to be voted on until after SEQRA is processed, and after consideration by the Planning Board of land-banked parking location, stone-surface parking, and outdoor lighting not to exceed five feet in height from ground. Time extensions will be requested if necessary from the applicant, during this time. AGENDA REGULAR MEETING THURSDAY, DECEMBER 20, 2007 9:30 A.M. Place of Meeting: Southold Town Hall (Court Room), 53095 Main Road, Southold. Call to Order by Chairman James Dinizio Jr. I. STATE ENVIRONMENTAL QUALITY REVIEWS: Resolution to Determine Type II Actions -no further steps required for accessory use by special permit, setback or lot line, dimensional variances. II. DELIBERATIONS continued/possible DECISION: ZBA File # 6087 - LAURA SOLINGER (PH held 11/15 with written extended to 12/5). Request for a Variance under Zoning Code Sections 280-15 (A and B), based on the Building Inspector's March 14, 2007 Notice of Disapproval concerning a proposed accessory garage which will be less than 10 feet from the side property line. The Building Inspector also notes that his determination has not been updated regarding the current accessory building code, as amended, concerning the height of the garage exceeding 18 feet. Location of Property: 13459 Oregon Road, Cutchogue; CTM 83-2- 10.12. (Note: On 11/30 Applicant submitted a new alternative map with letter as per Board's Request at 11/15 PH). III. PUBLIC HEARINGS, Please limit presentation to five minutes, with testimony relative to this property and Zoning Code Sections as noted below: 9:30 A.M. END OF THE ROAD, LLC #6013. Request for Variances under Sections 280- 49 and 280-78B-I, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property line, after demolition of existing buildings, and (2) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The existing buildings are proposed to be demolished. Location of Property: 11500/11600/11700 Main Road (NYS Route 25) and John's (private) Road, Mattituck; CTM 122-3-1.2, 2, 5.1 and 17. Page 2 of 4-Agenda • Southold Town Zoning Board of Ap* December 20, 2007 Regular Meeting I1I. PUBLIC HEARINGS: Please limit presentation to five minutes, with testimony relative to this property and Zoning Code Sections as noted below: 10:00 A.M. BREWERS YACHT YARD #6102. Request for Variances under Sections 280- 15 and 280-116B, based on the Building Inspector's September 24, 2007 Notice of Disapproval concerning a proposed accessory pavilion structure at an amended height which will exceed the code limitation of 22 feet as per amended plan and in a location at less than 75 feet to the bulkhead, at 500 Beach Road, Greenport; CTM 43-3-2. Zone District: Marine II. 10:10 A.M. PATRICIA DAWSON #6101. Request for Variances under Sections 280-114 and 280-116B, based on the Building Inspector's October 11, 2007 Notice of Disapproval concerning proposed as-built additions and alterations to the existing dwelling, which construction is less than 75 feet from the bulkhead and less than 20 feet on a single side yard. Location of Property: 7940 Indian Neck Lane, Peconic; also known as Lot 2 on the Map of High House Woods; CTM 86-7-7.2. 10:25 A.M. HEINZ and BRIGITTA ROSIN #6099. Request for Variances under Section 280-124, based on the Building Inspector's September 21, 2007 Notice of Disapproval concerning as-built addition(s) and alterations to the existing single-family dwelling with a single side yard setback at less than 15 feet and rear yard at less than 50 feet at 5610 Peconic Bay Boulevard,Laurel; CTM 128-2-10. 10:50 A.M. PHILLIP & JENNIFER STANTON #5948 (PH 10/18 carryover for additional information) regarding proposal to relocate a barn with proposed additions, and proposed alteration for use as an accessory building with owner's private game room, adding bathroom facilities and a fireplace, at 522 Town Creek Lane, Southold; CTM 64- 1-14.7 11:00 A.M. KENNETH G. SCHEUBLEIN #6079 (PH 10/18 carryover for additional information) regarding a proposed accessory garage and shed in an area other than the code-required rear yard, at 105 West Creek Avenue (also Pequash Avenue and Old Pasture Road), Cutchogue; CTM 103-13-20.1. 12:00 noon Resolution to Recess (for break). 1:00 p.m. Resolution to reconvene Regular Meeting. III. PUBLIC HEARINGS. continued: (please limit presentation to five minutes, with testimony relative to this property and Zoning Code Sections noted for each): 1:00 P.M. CHARLES WITCZAK # 6092 (PH 11115 carryover for additional information) regarding a proposed dwelling and existing barns, at the southeast corner of C.R. 48 and 5000 Bridge Lane, Cutchogue; CTM 84-5-4. Page 3 of 4-Agenda Southold Town Zoning Board of A9als December 20, 2007 Regular Meeting III. PUBLIC HEARINGS: Please limit presentation to five minutes, with testimony relative to this property and Zoning Code Sections as noted below: 1:10 P.M. GEORGE and EFSTRATIA SAMARAS #6103. Request for Variances under Sections 280-122 and 280-244, based on the Building Inspector's October 26, 2007 Notice of Disapproval concerning a proposed second-story addition to the existing dwelling, which new construction will increase the degree of nonconformance when located less than 35 feet from the rear property line. Location: 2100 Naugles Drive, Mattituck; CTM 99-5-25. 1:20 P.M. ANNE STEPNOSKI #6104. Request for Variances under Sections 280-122 and 280-124, based on the Building Inspector's September 27, 2007 Notice of Disapproval and Zoning Interpretation #5039 (Walz) concerning a proposed second-story addition and alterations to the existing dwelling, which will be an increase in the degree of nonconformity when the rear yard and front yard setbacks are less than 35 feet. Also proposed are additions at less than the code required 35 feet rear setback and front setback (new nonconformities) under the code requirements. Location: 1025 Cedar Road, Southold; CTM 78-7-35. 1:40 P.M. SOUTHOLD PARK DISTRICT #6105. Request for a Variance under Section 280-14, based on the Building Inspector's November 9, 2007 amended Notice of Disapproval concerning proposed additions and alterations to an existing building at less than the code-required minimum of 60 feet from the front lot line. Location: 5345 South Harbor Road, Southold; CTM 87-1-18.7. 1:50 P.M. KINGA P. CRARY #6108. Request for Variances under Sections 280-13 and 280-15, based on the Building Inspector's October 24, 2007 Notice of Disapproval concerning proposed additions and alterations to an existing accessory building for use as the owner's studio/workshop. The Building Inspector states that the following are not permitted for accessory buildings: (1) habitable space as shown in the proposed layout of the accessory building, (2) setbacks from the side and rear lot lines at less than three feet, and (3) proposed dormers exceeding 40% of the roof width. Location: 355 Skippers Lane, Orient; CTM 24-2-4. 2:10 P.M. THOMAS and MARY IRENE MARRON #6110. Request for Variances under Sections 280-124B and 280-124, based on an application for a building permit and the Building Inspector's September 27, 2007 Notice of Disapproval, concerning a proposed addition to the existing dwelling as living area (instead of garage area applied for under ZBA #5797-2005), which addition as modified will be less than less than 15 feet on a single side yard, at 3125 Wells Avenue, Southold; CTM 70-4-10. 2:20 P.M. FRANCIS J. COUTTS FAMILY TRUST by G. Hallenbeck III, Trustee #6098. This is an application for a Lot Waiver, concerning a 16,599 square foot lot, merged as a single parcel as noted in the Building Inspector's September 6, 2007 Notice of Disapproval, under Section 280-11A to immerge 10,007 square feet (CTM 142-1-3.2 vacant land) for the purpose of building a future dwelling, and 6,592 square feet (CTM 142-1-3.3 with a dwelling). Location of Property: 10650 Sound Avenue at corner of Factory Avenue, Mattituck. Page 4 of 4-Agenda • '� r Southold Town Zoning Board of Appeals December 20, 2007 Regular Meeting III. PUBLIC HEARINGS: Please limit presentation to five minutes, with testimony relative to this property and Zoning Code Sections as noted below: 2:40 P.M. ROMANELLI REALTY INC. #6100. Location of Property: 36660 Route 25, Cutchogue; CTM 97-3-3.1 (formerly 97-3-3). Request for Variances under Sections 280- 42A and 28043A & C, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval, concerning a proposed contractor's yard and three principal buildings on this 63,338 square foot lot. The Building Inspector states that: (1) pursuant to the Bulk Schedule, one use per 80,000 square feet is allowed in the Limited Business (LB) Zone, and the proposed construction (three buildings) is not permitted on a lot containing less than 240,000 square feet, for the reason that the proposed three buildings constitute three distinct uses; and (2) proposed Building#1 is not permitted with linear frontage exceeding 60 feet; (3) proposed Building #1 is not permitted at less than 100 feet from a right-of- way of NYS Route 25; (4) proposed Building #2 is not permitted at less than 75 feet from a rear property line; and (5) proposed building#3 is not permitted at less than 20 feet from a side lot line. End of hearings, meeting continues (see below). IV. RESOLUTIONS/UPDATED REVIEWS/OTHER: A. Next Special Meeting: January 10, 2008 6 PM, Town Hall Annex, NFB 2.d Floor Executive Board Room. B. Next Regular Meeting: January 24, 2008 9:30 AM, Town Hall, 53095 Main Road, Southold. C. New business (t/b/d). D. Board Work Review (continued): Laser Fiche Sequence for Prepping Closed Files E. Other continued business items; continued from today's earlier agenda items for discussion regarding pending, continued reviews for inspection updates; possible deliberations on concluded hearings, other. V. EXECUTIVE SESSION (possible attorney-client session or pending litigation t/b/d). Lanza, Heather From: Kowalski, Linda Sent: Wednesday, December 26, 2007 10:47 AM To: Lanza, Heather Subject: RE: zba meeting Dec 20th Hi Heather: The End of the Road/Mooney hearing was held, then concluded, and the time period for deliberations is 62 days, carrying to the next ZBA meeting expected for January 10`s at 6 PM for possible writing of Findings and Resolution. The Romanelli Realty hearing was held with testimony received in support and in opposition, then adjourned without a new hearing date, providing the time necessary for the applicant and architect to pursue PB, Health Department, and other agency review determinations, as well as and submission of more detailed maps, etc. The Architect was also advised that the variances are very substantial, at 400%. There were neighbors speaking in opposition. ZBA Town of Southold Office Location: 54375 Main Road(NFB 1st Floor) Mailing Address: 53095 Main Road P.O.Box 1179 Southold,NY 11971-0959 (631)765-1809(ext. 5011 at voice recording) fax(631)765-9064 1 L DANIEL C. MOONEY, P.C. U u ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 dcmooney@optonhne.net December 11, 2007 Town of Southold Planning Dept. Attn: Ms. Heather Lanza and Mr. Bruno Semon 53095 Route 25,P.O. Box 1179 Southold,NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Ms. Lanza and Mr. Semon: I believe you both know that I hold you in high regard as consummate professionals and that Jim Delucca and I have accepted almost every suggestion you have made over the past several months which will be included in the formal application you will received shortly. However, I would be less than forthcoming if I did not comment on the memo to the ZBA chairman dated December 3, 2007 since I believe there is an inherent unfairness about the current procedure which will affect others who come before you or the ZBA. The Planning Board knows the incredible expense incurred in preparing and revising plans, obtaining environmental assessments, traffic studies, drainage plans, surveys, topos and various approvals. The cost is truly staggering. In addition, in the above matter, an additional parcel is being purchased to improve the site. A plan incorporating all of your suggestions and those of the Architectural Review Board will be submitted shortly. However, as everyone knows, this project will go nowhere if the accessory parking variance in the R40 zone is not granted. From what I gathered at the meeting of last evening, the Planning Board and the ZBA are now attempting to work hand in hand. Therefore, the ZBA will not decide the variance application until the Planning Board gives its okay. Ms. Heather Lanza and Mr. Bruno Semon December 11, 2007 Page Two In the past, the ZBA would have denied an application or given its approval subject to the Planning Board's completion of SEQR and the approval of a site plan. This new course of action is unfair to the applicants since one has to continue to expand substantial funds without knowing that its final plan will be approved since one does not know if the variance essential for the project will be granted. Without regard to what happens with the current application, I believe this is unfair and burdensome and the policy should be reviewed by the respective Boards. Thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney $ •. '. h \ . . 1 Y. do 7 `4TWe , � 40 MAIN ADAD- STATE ROAD ZS SDUTMOLD, L.1., N.Y.',111le71 - "iTELEPHONE 1618)765.1am - ACTION OF THE ZONING. BOARD OF APPEALS Mr g y - ca ion Dated Julie 18{ 7984 (Putilic Hearin Jul 26, 1984) TO: Mr. David . E. -Ka - : : [APPelia [s- Aa * JONN 'GIANNARISND 'DTHERS (Hellenic Cabins) ..qpq. _ront Streetp; Greenport, NY ' .11944 At a Meeting of the Zoning Board of Appeals held on -September. 13;��T984, the above appeal was. considered, and. the .action on yourindicated' a ow was ♦-aken• -` . .. ._ . Request. for Varianee.Due toLack-of Access to Propsrty New York Town Law, Section 280-a' - "„•,,,,,,.,..I�."'""..'"."'"` . [ .] Request for Special Exception upder the Zoning Ordinance Article , _Section - - [X] Request for Variance to the Zoning Or4inence Article . XI Section 100-712(H) . . . . . . . . : ._�i':j:.] . •.Regnest.for . . . . . (I,pon application of.-JOHN GIANNARIS AND'ATHERS; by D. Kape1;1, 400 Front Street,; Greenport, N ora ar ante o t e going Ordinance, .Article iXf, Section 100 112(H) fo d y 6b lre t .astarty_m, R h 17a9C ofCk t y entl owned by t e applicant"s•' Iso aca"ted at the n®rtb,s,),dg,p} R1aip.[{and EastMarien;k Couaty_ (az. Map 'PprceI No: ]000-35-2- 4 and No. OD0=35-2 3.1; see Site Plan .reds" 5j4/84 :and'.5/30/84(fo r.ther .amend.ed 8/9184)• The bgard-made the following`.findings and 'determination: This is an appeal from the June .15, 1984 Notice of Disapproval from the butjding?tnspector for permission to build A parking lot on. property Ieased .ft,", the.'Village of. Greenport to the applicants herein executed -on the. 101;41mf.;May, 1984. The, ]eased prelh$ses consists of a parcel` of land locatediAt ,the north side of Main Road'; .abutting-the "Hellenic Snack Bar" premises,en,•the west side.and,containing an area'of :765 acreage, and is' located in the "6-R s�id nttill an d1 Agri ral" Zo#ing 'Oi rict, fronting .al tale Main R �'f-eek". 7: ' Article III, Section:100-1:12(H) of the Zoning Code and the relief granted hereunder requires continued maintenance of the required number of spaces either through the existe'nce of such use to .which these are acces- soxy;; or.unt:il`.such spaces are provided elsewhere. :. The,uses to which these •parkinq.:spaces -are accessory are shown on the:Site .Plan most recently. revised 8/9/84, prepared by Kontokosta Associates. - Since the parking lot to be leased by the applicants is not' in-the_ same ownership . to,the use to,which, it is accessory, it should be understood that in the event the lease is terminated, the :applicant must return to;the Planning Board fora new Site Plan submission and reconsideration thereunder. Also, lin considering -this application, ,it.is .the recommendation of this board-that theexisting..ingre.ss:located at the easterly end of the snack bar. along the nortb,stde of the;.Main. Road, .should be relocated further to the east of the,.subject accessory parking lot, and that same should have ;a minimum widtk. of 18 feet'. This recommended relocation would be' npgar .the access:.area. presently used by the Village and would extend thragh the Village parcel for parking.. One of the board' s concerns w ththe ingress proposed by applicant is customerswalking from the parkingarea across the entrance route to the snack bar. Vehicles ehtering at that point may not see persons walking directly into them from the accessory parking area. (CONTINUED ON .PAGE TWO) DATED: .September 18, 1984. CHAIRMAN, _SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) - Ma er, 0ON� IA NARIS ET AL: (He11en c Sna Bar. , age of Greenport) DeciS, ons Ude 1,�00 The;:board members are each familiar with the sites in question as.well as the surrounding area. It is also noted. for, the .record that the. Planning• Board has granted conditional approval at its September,J O,.; 104" Meeting..of the 8/4%84 Amended Site Plan, which has been puede, ajpirt,.of.this file. The Village;of Greenport..ten-year lease agreement has also been made part of.,this file. Nows.therefore, on motion by Mr. Goehringer, seconded by Mr. Sawicki , it?-was ,;; ' • RESOLYED, that Appeal No. 3260; in the matter of JOHNGIANNARIS, ET AL, fori•pgrmissaon to'.build parking lot accessory to the ellenic Snack Urr-' 3E: AND, HEREBY IS APPROVED SUBJECT TO THE: FOLLOWING: 1. .Extension road or drive fromrearof snack bar/restaurant be fenced along both sides ,with chainlink or split rail not to exceed four-feet in height (as a safety precaution); 2. A barrier be erected across: the front of. existing parking area at front of.snack bar/restaurant approximately three feet .inside frontproperty line.to eliminate parking in front of exist4ifg snack bar (with or. withogt proposed improvements to building) and more particular depicted on survey marked in red ink initialed by the Chairman 9-13-84;; 3.. The recommendation to eliminate existing ingress between snack bar and sgbject parking lot by moving the.ingress further to the east of said parking lot; 4.. That-.the words "NO PARKING" be,painted in the gutter area along the street pavement at the egress and ingress areas. Locion of Property: North`Side of Main Road, East Marion, NY; County Tax ap•Parcels No. 1000-35-2-14 and- No. 1000-35-2-15;:1. Vote. of`the. Board: Ayes: Messrs. Goehringer, Doyen, Grigonis, . Douglass and Sawicki. This resolution was adopted by unanimous vote of all the members. . lk EFRARDP E C RMA 'September._1.8,'d98 r • 5 til r i y�' v 4 m a y Y ( y t '�`7 �- � �� • 'k 4( S n ti rb r �p J� T1�ar Qy �f✓✓ �y � fin .J LZ } 1 joy WK! lilt1• i'A- 1,3 AMAW it loco .F :arm IP" .4• t4 3'ail t~ I z ✓ -, .r wolf ' d'4 x rrr:g,rGJ �.X '�°a .96 tP � .� r • I k �}< < s � �'' i� s « c 31, � !# } Y ,� � F r4"'f { a3tsl TAT CJ,"�a of � ` i , N't x r� 1 �fil• 1 '�6 4 N :k S .7y _ ,.. jt :r k Viso Y+ moi{. 3'tT ��`� d�'>� ; � I Y•�� Titi � -6. 4._ 4 F y�y f `5y, "�.. �'� Y'9 .' vii ��. � f c r�E.., �"^' J '� -v�3•,e, � E� - APPEALS BOARD MEMBEk„ CC Southold lawn Hall Gerard P.Goearinger,Chairman �� y 53095 Main Road / , f Serge Doyen - P.O.Box 1179 - James Dinizio,Jr. Southold.New York 11971 r• Fax(516) LydiaA.lbrtTelephone(516)765-1809 Maureen C. Osterman - BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION ADOPTED AT REGULAR MEETING OF MAY 19, 1997` Appl. No. 4463 - LAWRENCE SUTER PARCELS 1000-122-3-7 (and Bagshaw Parcel 1000-122-3-6) - STREET & LOCALITY: 11400 Main Road (and 11500.Main Rd), Mattituck, NY DATES OF PUBLIC HEARINGS: April 10, 1997 and April 24, 1997 PROPERTY FACTS/DESCRIPTION: This property is located in a B-General Business Zone District, situate on the southerly side of the Main Road with 75 ft. road frontage, -196.71 ft. frontage along the easterly property line (adjoining the Bagshaw parcel #1000-122-3-6). The Suter parcel contains a total area of approximately .375 of an acre; and the buildings and land are more particularly depicted on the site plan map prepared by Suter & Suter, Architects, most recently dated and received 4-5-97. BASIS OF APPEAL: The Building.Inspector has issued two separate Actions of Disapproval. The first is dated January 6, 1997and reads as follows: under Article XXIV, Section 100-244B +"proposed addition to existingretail fish market with accessory seasonal single-service utensil seating, proposed construction is on a nonconforming lot located in the General Business (B) District, has insufficient side yard ... ten (10) ft. is required for this size lot .. " (Note: This Disapproval was updated in a 2/7/97 letter from the Building Inspector to confirm a 316" proposed side yard setback instead of five -(5) feet.) The second is an "Amendment Notice of Disapproval" dated April 10, 1997 in which applicant applied on March 31, 1997 for a permit to provide parking for an existing retail fish market. The. grounds for disapproval read: "...pursuant to Article XIX, Section 100-191H '...all spaces therein are located within two hundred (200) feet walling distance of such lot. In all cases, such parking spaces shall conform to all the regulations of the district in which parking spaces are located, and in no-event shall such parking spaces be. located in any residence district unless the use to which :the spaces are accessory is permitted in such residence district or upon approval by the Board of Appeals... Action .required by the Zoning Board of Appeals...." � .` ,Page 2 - Action b..:derecfty 19, 1997 a. Re: Lawrence Suter/1000-122-3-7 & 6 Southold Town Board of Appeals - - - AREA VARIANCE RELIEF REQUESTED BY APPLICANT: The application is two-fold, noted as follows: I. Based upon the provisions of Article XXIV, Section 100-244B, applicant isrequesting a permit to construct metal frame with canvass roof (addition) to existing retail fish market with accessory seasonal single service utensil seating, which canvass roof addition has an insufficient westerly side yard at less than the required ten (10) feet; and - 2. Based upon the provisions of Article XIX, Section 100-191 "Off Street Parking Areas", applicant is requesting permission to utilize additional accessory open parking spaces within 200 ft. walling distance of the subject lot identified as Parcel 1000-122-3-7 (Suter), located upon adjoining property identified as Parcel 1000-122-3-6 (now or formerly of Bagshaw). This proposed additional parking area is located at the rear. Portion of the Bagshaw parcel that is zoned R-40 Residential and would be accessible to serve the immediately adjacent B General Business areas. CODE PROVISIONS• Article XXIV, Section 100-244B, provides for a minimum side yard setback for nonconforming lots with a size of less than 20,000 to be 10 feet. Article XIX, Section 100-191, subsections F through I, of the Zoning Code reads as follows: F. Joint facilities Required parking spaces open or enclosed may be provided in spaces designed to serve jointly two (2) or more - ' establishments, whether or not located on the same lot provided that the number of required spaces jn such joint facilities shall be not less than the total required for all such establishments G. Combined spaces. When any lot contains two (2) or more uses having different parking requirements the parking requirements for each use shall apply to the extent of that use Where it can be conclusively demonstrated that one (1) or more such uses will he generating a demand for parking spaces primarily during periods when the other use or uses is not or are not in operation the Planning Board may reduce the total parkang spaces required for that use with the least requirement H. Location and ownership Required accessory parr spaces open or enclosed shall be prom led upon the same lot as the use to which they are accessory or elsewhere provided that all spaces therein are located within two hundred (200) feet walking distance of such lot In all cases, such parkinP spaces shall conform to all the regulations of the district in which narking spaces are located and in no event shall such parking spaces be located va any residence distmet unless the use to which Page 3 - Action !�;adere*y 19, 1987- � ' `""'" • "' °" Re: Lawrence Suter/1000-122-3-7 & 6 Southold Town Board of Appeals the spaces are accessory is permitted in such residence district or upon approval by the Board of Appeals. Such spaces shall be in the same ownership as the use to which they are accessory and shall be subject to deed restrictions approved bV the Board, binding the owner and his heirs and assigns to maintain the required number of spaces available either throughout the existence of such use to which tbey are accessory or until such spaces are provided elsewhere (unless municipally owned spaces are utilized in accordance with Section 100-191A above). I. Lots divided by district boundaries. When a parhting_lot is located partly in one district and paTt14 in another district, the regulations for the district requiring the greater number of parking spaces shall apply to all of the lot. Parking spaces on such a lot may be located without regard to district lines, provided that no such parking spaces shall be located in anv residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals. BOARD REASONS FOR ACTION, DESCRIBED BELOW: (1) The granting of the area variance will not produce an undesirable change in character of neighborhood or a detrimentto nearby properties. Safe and adequate offsite parking on the adjoining R-40 zone property will prevent overcrowding of vehicles on the applicant's property and deter vehicles from backing out onto the Main Road. (2) The benefit sought bythe applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance because the applicant's property is substandard in size (.37 acre) and lacks the required area to provide adequate parking on site. (3) The requested area variance is not substantial because the R-40 zoned parcel is approximately 31,000 square- feet and the applicant will require only 12,000 square-feet of the area for offsite parking. (4) The proposed variance would not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because a designated parking area will improve vehicular safety conditions on the applicant's property as well as the Main Road. (5) The situation has not been self-created because the applicant's property is a non-conforming lot that predates the code's minimum 30,000 square foot requirement for the General Business zoned properties. (6) This action is the minimum that the Board deems necessary and adequate and at, the same time preserves and protectsthe character of the neighborhood, and the health, safety, welfare of the community. Page 4 - Action Readered P 19, 1997 -' at; ` A: Re: Lawrence Suter/1000-122-3-7. & 6 Southold Town Board of Appeals ADDITIONAL -BOARD REASONS FOR ACTION ON SIDE YARD SETBACK VARIANCE, DESCRIBED BELOW: - (1) The granting of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties because the property is located in a busy commercial district and a- stockade fence separates the applicant's property from the adjoining westerly property. (2) The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance because the applicant's .property is narrow and substandard in size (.37 acre) and lacks the required area to expand. (3) The requested area setback variance is substantial of three feet six inches (3'6") representing a 64 percent reduction in the 10-foot required side yard setback. (4) The proposed variance would not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because many similar sized business properties have reduced setbacks. (5) The situation has not been self-created because the applicant's property is a nonconforming lot that predates the code's minimum 30,000 square foot requirement for General Business-zoned properties. (6) This action is the minimum that the Board deems necessary and adequate and at the same time preserves and protects the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Tortora, seconded by Chairman Goehringer, it was RESOLVED, to GRANT the relief as to the side yard setback and - additional= parking, SUBJECT TO THE FOLLOWING CONDITIONS: I. This action is limited to offsite parking on the Bagshaw land which is located within the R-40 Zoning area to provide for an additional 12,000" square feet of parking area out of the approximately 31,000 square - feet. 2. This approval is based upon a maximum occupancy at this site of 60 persons total at any one time. An increase in this maximum permitted occupancy may require re-consideration by the Board of Appeals. 3. This parking must be available on the adjoining parcel with the consent of the owners while the occupancy for single-service restaurant use accessory to the retail fish market is in use. If there is no Page 5 - Action ]� �ier&a19 1997 ! • . Re: Lawrence Suffer/1000-122 � 3-7 & 8 Southold Town Board of Appeals agreement in effect at any time, the use foraingte-service (on-site eating service) shall discontinue immediately. 4. Owner and/or operator shall furnish a written detailed statement, under oath, as to the greatest number of persons occupying the entire premises at any one time during the next 10 month period. 5. This permit shall expire. at the time both owners' agreement terminates. In the event of a termination or expiration of the. parking agreement, the Board reserves the right to require a public hearing and to further consider all the Zoning Code standards and considerations Pertaining to the effects of this addition and its use. 6. This approval is subject to Planning Board site plan approval or waiver, and aminimum 15-foot of landscape buffer (three sides), and the number and designation of parking areas, and other site plan elements shall be determined by the Planning Board under the site plan regulations of the Zoning Code. 7. All lighting must be shielded down to the ground and not glare toward neighboring or nearby areas. S. Overflow parking is required under the grant of this variance for the side yard reduction of the canopy construction. 9. All parking, overflow and on-site, shall be with a safe access and sufficient for fire and other vehicles at all times. There shall not be any barging of .vehicles or -trailers out onto the Main Road in any 4 manner atany time whatsoever. - ' 10. No parking is permitted along the Main Road of either parcel as a visibility and safety precautions. 11. On December- 31st of each year, copies of the entire executed lease and other agreements in effect, and renewals, amendments, cancellations, - modifications, or other :changes, relating to these Properties shall be furnished to the Boatel of Appeals, Town of Southold, 53095 Main Road, P.O. Box 1179, Southold, New York, for consideration and permanent record. 12. In the event applicant is not able to obtain an agreement with the owner of the adjoining (Bagshaw) parcel, this action shall have no effect. Applicant shall notify the Board of Appeals in writing if there is no agreement for the overflow parking within six months of the date of 11 •.-Page 6 - Action C21erefty19, 1997 i „',�` Re: Lawrence Suter/1000-122-3-7 & 6 Southold Town Board of Appeals s, i this decision, and the Board of Appeals reserves the right to deem this action null and void. VOTE OF THE BOARD: AYES: Members Goehringer, Dinizio, Tortora, and Osterumnn. (Absent was: Member Doyen of Fishers Island who was away and excused_) ' - This resolution was adopted by un us to oof//¢/'/$p0). GERARD P. GOEHRIN C� Resolution Adopted May. 19, xsxxxsxxxsxsx:xaxsssx - -. `` " �� Actions.37/122-3-7.ncw RE(rET �� FIND FILED BY T1; SOUTHOLD ^tOt`;IJ..CLE:RX DA-1E-5/-1'/f7 , HOUR 9",36 In � m _ CIark, Town of Southcld i r/F M LQG�T1oN :f 1tt19 oAr MMIC; rot hror,�E G4ir. CNA WWIM is I, {SGRiW6.M A wow f a �s Wv ry -TwK Kvc r 1,600 lah$ iwsE oP mt4't . ! � LUcN A NILtEfi �; Eh S r C a f 3 `+ FFA APR I S tGOi LOT y4 Mita(_'Tom_ � ,4i' k � (+ �Zr3 IdATSi7t„Crk° NE1y,Yp&K.�, YiL?NS &fl " i /� *t eN'°Baa^' �l�?;�Y 4> �]�µx�y s FFy�' ✓ {� 1y.. ( ; yT�!}.t��{sOITH(9-�, UL DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 / MATTITUCK, NY 11952 / (631) 298-1100 FAX- (631),298-4998 December 6, 2007 "' danwney@optonline.net Hand Delivered Town of Southold Planning Dept. 53095 Route 25 P.O. Box 1179 Southold,NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA'" 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Madam/Gentlemen: I am pleased to advise you that the New York State Banking Department has approved the application of the Hudson City Savings Bank to locate at the above-referenced site. The owner of the parcel has also completed a Phase I Environment Assessment on the parcel. I am enclosing a copy for your information. In the event you are the lead agency, the same may be of assistance in fulfilling the S.E.Q.R.A. requirement. I expect to have a completed site plan and traffic assessment to submit in the next few weeks. As you know, the ZBA application is scheduled to be heard on December 20, 2007. I have been able to do some research and found that the ZBA has granted similar requests in the past. Thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney Enclosure c: End of the Road, LLC Mr. Bruno Semon Ms. Heather Lanza Semon, Bruno From: dcmooney@optonline.net Sent: Tuesday, December 04, 2007 9:18 AM To: Semon, Bruno Subject: Hudson City SB Mattituck As per the discussion last evening I reviewed the code (Section280-78) The applicable sections are H,I and K. H. requires ZBA approval and possible deed restrictions. I. again requires ZBA approval K. (1) provides for screening by a " substantial wall, fence or thick hedge approved by the board (between 4 and 8 feet in height) While you are more familiar with the code than I am this is all I found. Dan i • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF suerb P.O. Box 1179 JERILYN B.WOODHOUSE Southold, NY 11971 O�� Chair � Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON �� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDlif'COU'M'� Southold, NY IY 11 Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: December 3, 2007 To: James Dinizio, Chair, Zoning Board of Appeals From: Jerilyn B Woodhouse, Chair �A� Re: Appeal #6013 !�// Mooney (aka End of the Road LLC & Hudson City Savings Bank Plaza) Address: 11,520-11,750 Main Road, Mattituck SCTM# 1000-122-3-03, 1.2, 5.1, & 17 Zone: B &R-40 In response to your memo dated November 27, 2007, the Planning Board has reviewed the application referenced above, and offers the following preliminary comments. Please be advised, we anticipate the Zoning Board of Appeals' request to the Planning Board to conduct SEQR for this action. We will be able to provide full comments after we receive and review all information necessary to complete a SEQR determination. • We received an incomplete site plan application for this project on October 24, 2007, under a Notice of Disapproval from the Building Department dated September 13, 2007, and last revised November 19, 2007. • At a work session in mid-November, the Planning Board requested revisions to the site plan and a complete site plan application be submitted. • The date of the most current drawing in the Planning Board's file is November 19, 2007. The applicant has not yet submitted a complete application. We will make every effort to coordinate our review to make certain we are all reviewing the same version of the site plans. • The proposed commercial project is located on property within two zoning districts, and abuts a residential neighborhood. Providing adequate buffers for the residential uses to the east and south of the property is important. The Planning Board is committed to coordinating our respective reviews of this application in a manner that is as efficient and expeditious as possible. We appreciate the opportunity to offer our full comments as soon as we are able to complete SEAR. Submission Without a Cover Letter Sender: �� /A� o o V�e 1�� Subject: �{ � � 1• ? � ti � iaJr �c . � c SCTM#: 1000- Date: � 1 l 3,) Comments: l d DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATrITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 November 30, 2007 dcmooney@optordme.net Town of Southold Planning Dept. Attention: Ms. Amy Thiel, Senior Planner 53095 Route 25 P.O. Box 1179 Southold,NY 11971 o. r Re: HUDSON CITY SAVINGS BANK PLAZA 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.11 17;"T.2 and 02 Dear Ms. Thiel: Thank you for your letter dated November 7, 2007 and the suggestions at our meeting of November 8, 2007. At present, we have only one tenant, i.e., Hudson City Savings Bank. We have had interest from several prospective tenants for the office building, but as yet we have nothing definite. Hence, it is difficult to prepare a floor plan except that the lobby will be 20 x 26 (two story) and the building will comply with or exceed all code requirements. James Delucca will provide a lighting plan as he did for the prior site plan we submitted and give the Board catalog cuts and lighting paradigms. Enclosed herewith please find a sketch of the proposed signs. These are subject to review since we do not yet know who the tenants will be. The signs and lighting will comply with the Town Code. As per your letter dated November 7th, we have moved the dumpster to the westerly side of the parking area. We do not have NYS DOT approval as yet, but in accord with our prior meeting, we have moved the curb cut to meet their request that it align with Pacific Street. We have reduced the size of the office building to accommodate this. As per our conference, we will berm most of the perimeter except where the same may be impossible. The plan has been amended to provide the 25 foot buffer along the R40 District. Ms. Amy Thiel, Senior Planner November 30, 2007 Page Two The cross over has been moved to the south, as you suggested. We will continue to work with you to complete this project. Thank you for your courtesies. Very truly yours, DCM:nm Daniel C. Mooney Enclosure c: Mr. Bruno Semon Ms. Heather Lanza A NGS BAN PLAZA=- HUDSON CITY � f o L- a ' 6 „ HUDSON C IT `S, S .AVI G.S 1 A o 8 - 6 Town of Southold �� Architectural Review Committee } Minutes �GS November 29, 2007 4:OOpm Town Hall Meeting Hall Members Present: Chairman Sanford Hanauer; Herbert Ernest;Joseph Lee;Ronald McGreevy; Howard Meinke; Nicholas Planamento; Ural Talgat; Elizabeth Thompson;Tom Wickham,Town Board Member;Amy Thiel, Planning Board Staff, Bruno Semon, Planning Board Staff; Elizabeth Cantrell, Secretary. The minutes for the October 24, 2007 meeting were approved. The committee meeting dates have been scheduled for the 2008 calendar year and approved. New Applications: • SEIFERT CONSTRUCTION SCTM #1000-141-3-44 Fred Seifert &John Seifert, Owners and Patricia C. Moore, Esq. presented the application. Ural Talgat recused himself of this application. APPROVED: Pending submission of cuts of the wall-mounted outside lighting fixtures to be used on the building. The couunittec would prefer to see a more traditional style lighting fixture used. Submission of the proposed style of the street sign with proposed lighting cut. Submission of the proposed grill styles on the front door and windows. The committee would prefer to see a more residential style double hung window used. Submission of materials/color samples or a letter indicating specific materials/colors being used on the structure. Fencing cuts and dimensions if a new fence is proposed in the front of the property. MOTION MADE: Howard Meinke; SECOND: Elizabeth Thompson. All in favor. • HALF HOLLOW NURSERY SCTM #1000-125-3-8 & 10 Charlie Scheer presented the application. APPROVED: Pending submission of revised site plan with even more screening around the new building that depicts the plant species, location, height and spacing of the screening. The committee does not approve the agricultural structure. In the future, any proposed structures should coincide with the current barn-like structures that are on the site. MOTION MADE: Ural Talgat; SECOND: Howard Meinke. All in favor. Revisited Applications: • BLUE DUCK BAKERY SCTM #1000-63-3-12 APPROVED: The committee fully endorses the revised application as it was shown today depicting the requested revisions made at the October meeting. MOTION MADE: Ural Talgat; SECOND: Nicholas Planamento. All in favor. 1 Pre-Submission Applications: . rw • kHVD'S6N CITY SAV NG' 'K, Z4' SCTM#: 1000-122-3-1.2, 2, 5.1 & 17 Dan Mooney, Esq. presented the application. APPROVED: Pending a revised site plan showing a minimum 512 roof pitch on the two- story office building; front entrance(s) on the two-story building as it relates to the street; the two-story building should have a similar design as the bank building for example, adding cross gables; photos submitted of the surrounding areas. MOTION MADE: Elizabeth Thompson; SECOND: Sandy Hanauer. All in favor. A motion was made to close the meeting at 6:OOpm. All in favor. Elizabeth Cantrell Secretary 2 Office Location: $UFFO�,�co USPS Mailing Address: Town Annex/First Floor,North Fork Banks 53095 Main Road 54375 Main Road(at Youngs Avenue) cc z P.O. Box 1179 Southold, NY 11971 Oy �� Southold, NY 11971-0959 q►ol * goo http://southoldtown.northfork.net BOARD OF APPEALS TOWN TO: Planning Boarea. (631)765-1509 Fax (631) 76 z FROM: James Dinizio, Jr., ZBA Chairman DATE: November 27, 2007 t_ SUBJECT: Request for Comments Our Department has received and is reviewing the following application, and enclose copies of the Building Department's Notice of Disapproval, and application with the applicant's latest map. The Planning Board may be involved under the site plan review steps under Chapter 100 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience. NAME TAX#/ ZBA BD VARIANCE PLANS PREPARER ZONE NOD DATE DATE STAMPED Mooney(End 122-3-5.1, 6013 2/1/07, 280-781; 280-49; 11/19/07 James of the Road 17, 2 & 9/13/07, 280-127; split site plan DeLucca, RA LLC) 1.2; B/R- 11/19/07 zone parking; 40 side yard setbacks Your comments are appreciated by 12/15/07. Thank you. DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD R O. BOX 702 MATTITUIX, NY 11952 Hopc�`�F® ` O 200. AX 1) 298-1100 (631) 2984998 November 19, 2007 j�N/NQ B0,9dcmoon optonline.net HQ Op AppFA�s Town of Southold Board of Appeals Attention: Ms. Linda Kowalski 53095 Route 25 P.O. Box 1179 Southold,NY 11971 Re: 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 ZBA File No. 6013 Dear Ms. Kowalski: Enclosed herewith please find the following: 1. A copy of a Notice of Disapproval from the Building Department, Dated 11/19/07; 2. A copy of the site plan which was submitted to the Building Department. We met with Amy Theil, Bruno Semon and Heather Lanza of the Planning Department and reviewed the plan with them. At their suggestion and the suggestion of the DOT we have changed the configuration of the driveway to locate it directly acreoss the Main Road from Pacific Street and reduced the office building from 12,000 sq. ft. to 10,000 sq. ft. To effect this change required that the original 25 ft. setback with the parcel to the West be reduced from 25 to 15 feet. (At present there is no setback) I also have met with the Architectural Review Board which could be described as enthusiastic about the design. . As it now stands, we only need the variance for parking on the R40 parcels, and the variance for the side yard setback on the Westerly side of the parcel. Please accept this application to amend the prior petition. Thank you for your courtesy. Very truly yofiis,,, DCM:nm Daniel C. Mooney Enclosures FORM NO. 3 NOTICE OF DISAPPROVAL DATE: ebRECEI IED RENEWED & AMENDED: , eptember 13,2007 AMENDED: N vemVO\1922471007 TO: Daniel Mooney P.C. PO BOX 702 ZONING BOARD OF APPEALS Mattituck,NY 11952 Please take notice that your application dated December 28, 2006 For permit to construct two buildings with retail office and bank space at Location of property: 11500/11600/11700 Main Road Mattituck County Tax Map No. 1000- Section 122 Block 3 Lot 2. 5.1. 17. & 1.2 Is returned herewith and disapproved on the following grounds: The pronosed construction on this combined 70,796 parcel in the B/R-40 Districts is not permitted pursuant to Article XVIII Section 280-781, which states "Lots divided by district boundaries When a narking lot is located partly in one district and pertly in another district the re6T]ations for the district requiring the¢neater number of parkins, s-aces shall uply to all of the lot Parking spaces on Such a lot may f 1Gcated without regard to district lines, provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed narking for this project falls within the Residential R40 Distract In addition, the proposed construction is not permitted pursuant to Article X. Section 28049 Which states. "No building or premises shall be used and no building or part thereof Shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parkine and Loading Schedules incorporated into this chapter by reference with the same force and effect as if such regulations were Set forth herein in full." Bulk schedlile requires it minimum single side-yard setback of 25 feet Following the proposed construction, the two-story office building-111--a single Side Yard setback of 15 feet Site Plan approval in the Southold Town Planning Board is required pursuantto Article XXIV Section 280-127 if variances are granted This Notice of Disapproval was issued with the understanding that the applicant is to immediately merge all parcels sect to this notice T39ud 2OS6S9LT£9T id30 DNImine 0-10Hinos 8£:ST 4002-6T-TT This Notice of Disapproval was amended following a chanee in the Propmed site plan to eliminate the need for a variance for side yard setback and linler frontage. The must recent reviewed site Plan by.Tames Vincent DeLuca Architect& Nathan Taft Corwin III Land Surve or Wended;Aus 07. ornze e Note to Applicant: Any change or devta on o t e above referenced application,may require further review by the Southold Town Building Department. CC: file, LBA, Planning 23Jtid 2OS699LT£9T 1d30 9NIO-1IM O-IOHinos B£:ST 4002-6T-TT 11 -o r APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only ^ Fee: $ Filed By: Date Assigned/Assignment No. Office Notes: Z�Q� /t'1 A i IV r..✓A 0 ppPEA� House No._ a Street C) 1� N a I?- vA n Hamlet BppRo oP S-1, ! 7 SCTM 1000 Section 13L Block 773 Lot(s) L it ; u i Lot Size_ aq, iY<l Sir/ Zone 15' Lf r3 I(WE)APPEAL AL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED Od i W 4.0 0 ). BASED ON MAP DATED_ i ja_7 ( O -1 Applicant(s)/Owner(s):__ r /t/.) 0l= 7- li F a-0 r4 6 Lr � MailingAddress:_ -76- f�i tO E J�)I . 4 C a ()o A o7 , 731 Telephone: `/77-C6e S Fax#: 7- L,'66S Email:_7Ct1te.�.v�y��y/trort/hry-,C,`r NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:_ .'D 1/14/1 Et. C (Lt 00 iJ,% y' for ( ) Owner, or ( ) Other: Agent's Address: ( I `] Q U M r3',•,; k%o 11 t1 I� c? j x -7 G a. M ✓+>— r t rllwK_ Telephone )q fi - 1 I 00 Fax#:_ -1 Cl �-- t.t CLQ r' Email: � C,(AtOoc, iTZ(42 lyry /I, Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s), or .R Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED and DENIED AN APPLICATION DATED FOR: ,Building Permit ❑Certificate of Occupancy • ❑Pre-Certificate of Occupancy ❑ Change of Use ❑Permit for As-Built Construction 0Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article Section 280- Subsection Ste•:crf 'ejs '- yCI Type of Appeal. An Appeal is made for: XA Variance to the Zoning Code or Zoning Map. ❑ A Variance due to lack of access required by New York Town Law-Section 280-A. ❑Interpretation of the Town Code,Article Section ❑Reversal or Other A prior appeal gll has, ❑has not been made at anytime with respect to this property,UNDER Appeal No._Year (Please be sure to research before completing this question or call our office for assistance.) Name of Owner: Z , File# REASONS FOR APPEAL(additional sheets mar be used with nrenarer's sienature)• AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: 3s06 St-AvVrJ4X0 IArS r.ur,t/RrEA�i ✓Se t 2 ,2€JtOrt✓Ttili MV(Zc- at. j, LIMJNar6,) Snr=,- / N�RHc111YL' D 'c' PG&tTU/ r1tAr .t p riD Paec;Et, YJ t4aa : r IS ZO,il Eil i3JStNa:Ss I1v /Tj %'✓Trrn ra T,w (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance, because: I'AR.rrete_. IS IrdA0F_ Qutar-t=_ FOQ- R PiotLu Oct 14 J,/3.t4F_tdr FS:Pv=etaA/Cr= Pw-(Zcat_ T,.:) .✓%=-sr 1 zo<✓c� l� i/n/GSS A &/ 0 Q,: ,asaf✓ s/ ate , r , �.., r io o, aA/ ✓v✓t� � r� r 4y (3) i ne amount of rent requesteu„not,,.o„a..,.rl because: -i_'t+t`f,_ S'C2EEnl, iVe• ; S'i0e✓ 4&C LJii-L- 3:= T-giTe FVt �2E� HwT13 12 ” l r rV E i.l r r-H rU J S' 1= T i3 Ya c.c. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: i ti�- 1qWlkt 2Fvt.�v,: �;LAPtJLrF_ 0 w0tZo - aI;IEp S'Ti2V�F✓AI,S NV 'ILC-pLq CC, y-'t}E Wt h/ ITI'} MOQr_I2 Yl) BL'/L. Qt W('S .f•Il'�Fs WeILllr [Awx wIt LG S , r-J Ao/ t= i-'-: iNvc.a S nWrJ CC%'ZGiS FiTAtsI{ moo (5) Has the alleged difficulty been self-created? ( )Yes, or (' No. Are there Covenants and Restrictions concerning this land: El No. XYes (please furnish copy). L T This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box ( ) IF A USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET. (Please be sure to co jult your attorney.) Signature of Appellant or Authorize Agent Sworn to/b�Tef'oge�me this / r*� (Agent must submit written Authorization from wner) day of>J[n�du ,207 Notary Pu i Nota ANCY K. MEIER Notary Public, State of New York No. 01-ME6038122 Qualified in Suffolk County Commission Explres March g 20-1 J Semon, Bruno From: Semon, Bruno Sent: Tuesday, November 27, 2007 11:29 AM To: 'dcmooney@optonline.net Cc: Lanza, Heather Subject: Hudson City Bank Plaza SCTM 122-3-1.2 . 2, 5.1 & 17 Attachments: 122-3-1.2, 5.1 & 17 Mooney.doc IN 122-3-1.2, 5.1 &17 Mooney.doc... Hello Mr. Mooney, Attached is the word file of the letter dated November 7, 2007 from Amy. Please be advised that the application will need to be as complete to recommend that the Planning Board accept it and allow the site plan process to start. It would be great if you can help us by reviewing the letter and submitting what is required. Be advised that the project noted above will be placed on the Planning Board Work Session for 12/3/07 in the Town Hall Court Room at 4:30pm. Additionally, in reply to your written request for a meeting today, I confirmed Heather Lanza is available on Friday 11/30/07 at 9:OOam in the Planning Office to discuss the revised site plan submitted date received 11/26/07. Thanks Bruno 1 Submission Without a Cover Letter Sender: a.Jry Subject: �� S SCTM#: 1000 - Z 3 J Date: 11/11 Comments: f' 01 I�� i V Q�s REQUEST FOR INFORMATION OR ASSISTANCE Date: i i ( a--�r' / 0 -) Name: /1 i4� o '/or Telephone: O ZD Mailing Address: 6-3 Y, Z t1vt A--7—T-1-1-c/a SCTM# of site you are inquiring about: Query: (Please be specific about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) ( � — Planning Staff will attempt to respond as quickly as the workload permi s. But, depending on the questions, and the research involved to answer them, please understand that it may be several days.betore-we can get back`to yoG. For Office Use Only - Routed to: Ev t_ t'n`r 2 0 ' I 1 I S �L DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUQC, NY 11952 (631) 298-1100 FAX (631) 298.:4998 November 8, 2007 acn oc;er Copmi;tii'emet Town of Southold Planning Dept. Attention: Ms. Amy Thiel, Senior Planner 53095 Route 25 P.O. Box 1179 1 Southold, NY 11971 Re: HUDSON CITY SAVINGS BANK PLAZA .. 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and 02 Dear Ms. Thiel: Thank you for your letter dated November 7, 2007 and thanks to you, Mr. Simone and Ms. Lanza for the courtesy and expertise shared with Mr. Delucca and me at our meeting of this morning. Your suggestions were well taken and Mr. Delucca is revising the site plan accordingly. We have taken your (and apparently the DOT's) suggestion about moving the curb cut to align with Pacific Street in the interest of traffic safety. However, we will lose about nine parking places (along the front of the office as previously proposed). To accommodate this, we are reducing the size of the office building; moving it westerly and will apply for a side yard variance. Also, we have ordered a Queuing and Traffic Flow Analysis which I will forward to you when it is completed. Again, thank you for your courtesy. Very truly yours, DCM:nm Daniel C. Mooney • MAILING ADDRESS: PLANNING BOARD MEMBERS QF SO pT P.O. Box 1179 JERILYN B.WOODHOUSE �� yQ Southold, NY 11971 Chair A� !� OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND liyCOU'M Southold, NY IY I 1 Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD PICKED UP AT COUNTER&SENT VIA MAIL November 7,2007 Daniel C.Mooney,P.C. 11700 Main Road P.O.Box 702 Mattituck,New York 11952 RE: Hudson City Savings Bank Plaza SCIM#: 1000-122-3-03, 1.2,5.1, &17 11500, 11600 &11700 Main Road,Mattituck Dear Mr.Mooney. The Planning Board reviewed the above referenced site plan application at their work session on Monday, October 29,2007. The Planning Board, after review,is requiring additional information prior to accepting the site plan application and beginning the site plan application process. The site plan will need to include/correct the following: • Site plan build out detailing a breakdown of all proposed uses by square foot,including usable basement space. Please be aware this may require adjustments to the parking and should reflect any changes. If available,please provide information regarding the number of offices/businesses in the proposed office building. • Please include two (2) sets of floor plans,including square footage. • It appears that the current proposed parking does not meet the minimum requirements. Show all required parking broken down by each proposed use (storage, office,etc). As per Town Code §280-78, a bank use has three (3) parking variations. Please revise the parking calculations to show the various possible parking requirements. Space used for bathrooms,MER etc., does not need to be included in parking calculations,however,this space should be explained and shown in the site plan build out of square footage. Parking spaces must comply with Town Code §280-78 (C) which states that all parking stalls must be a minimum of 9'x 19'. • The Planning Board has concerns regarding the amount and layout of parking proposed. If possible, please provide an approximate number of necessary parking to adequately serve the proposed uses. As a policy,the Planning Board supports the use of land banked parking when feasible, however, it will be necessary to show the proposed parking meets the minimum necessary requirements. • In order to further assess the proposed lighting,provide a lighting plan including the type of lighting proposed and catalog cuts. Hudson City Savings Bank Plaza Page Two November 7,2007 • If applicable,please provide detailed sign information as per Town Code §280-80/90. Your submittal dated October 23,2007 states a sketch of the proposed signs was enclosed,however,it does not appear to the in the file. In addition,please revise the proposed site plan to indicate the location of both proposed signs. Proposed sign lighting should also be submitted for review. All signs must meet Town Code and will require review and approval from the Building Department. • Please provide fencing detail for the proposed dumpster. The Planning Board recommends relocating the proposed dumpster to an alternate location to minimize impact on neighboring residential properties. • Label all proposed A/C units. • Please provide more detail regarding landscaping,including quantity,location and species of plantings. Please indicate location and species of existing vegetation/trees to remain. • Please provide any correspondence from New York State Department of Transportation regarding the proposed project • Please ensure and provide further detail showing compliance with Town Code 5280-93,Front Landscaped Area. • Please provide further detail regarding the proposed retaining wall and fence. • As per Town Code §280-94,Transition buffer area,a 25 foot buffer is required along the boundary between General Business and Residential 40 zoning districts. • Shift the proposed cross over easement along the western property line south so there is no conflict with buildings at the neighboring site. • After review of the site plan fee,it was noticed that the site plan fee paid of$2534.70 is approximately $34.50 over what is required. The following is a summary of the fee,however,based upon the above listed requirements/changes,the fee may need to be reviewed an additional time: • >1.931 acre X$500.00/acre = $965.50 • 15,347 sq.ft.X$0.10 = $1534.70 • Total: $2500.20 • Payment Received: $2534.70 • Amount Overpaid: $34.50 Further discussion and questions can be addressed at our scheduled meeting on Thursday,November 8,2007. Please be aware once a more complete application and site plan is received and accepted bythe Planning Board additional changes maybe necessary. The Planning Board and staff look forward to working with you on this project. If there are any questions you maycontact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Sincerely I Amy Thiel Senior Planner Cc: File p 9S Alan A . Cardinale P.O. Box 77 Mattituck, NY 11952 Phone: (631) 298-8494 Fax: (631) 298-6316 Email: aacjr@optonline.net October 25, 2007 Anthony P. Trezza Senior Planner D ^ Town Of Southold - 54375 State Route 25 OCT 26 2001 P.O. Box 1179 � f Southold, NY 11971-0959 Southoldplanni To*" ! Re : 11750 Main Road °� Mattituck, NY 11952 (1000-122-03-17) Dear Anthony: For your records, enclosed please find a copy of my letter to Mr. Mooney concerning the above referenced property. Should you have any questions, please do not hesitate to call my office. Yours truly, Alan A. Cardinale Alan A . Cardinale P.O. Box 77 Mattituck, NY 11952 Phone: (631) 298-8494 Fax: (631) 298-6316 Email : aacjr@optonline.net October 23 , 2007 Daniel C. Mooney, P.C. 11700 Main Road PO Box 702 Mattituck, NY 11952 Re: 11750 Main Road Mattituck, NY 11952 (1000-122-03-17) Dear Mr. Mooney: It was a pleasure meeting with you and discussing your proposed commercial complex. As indicated, my interest is to work cooperatively toward a positive end. My main concerns related to the cross easement and use of the R80 property for commercial parking. As the owner of the adjacent residential property, it is imperative that the appropriate natural residential buffer be maintained. In the interest of all parties, I would greatly appreciate your courtesy in developing the commercial property without disturbing the R80 residential use. The clearing and commercial use of the property would definitely impact the privacy of the residential adjoining property as well as its value. As you are aware, our residential property is being sub- divided and developed in such a way as to assure that the natural beauty and privacy necessary and so import to our area is maintained. As the owners of the adjacent commercial property, immediately to the east, I would consider jointly cooperating towards hopefully finding a productive use for both commercial properties without disturbing the residential zoning and natural buffers . Yours truly, A an A. Cardinale La. _EL MUUNE`; Pp- Oiibb —. • 5v ivF U4NIEL C. MO0NEY, P.C. AT TOR.\�Y 117/00 N A N ROAD, P.O- BOX 7C2 MAT TITUCK,NEW YORK 11952 (631)298-1100 FAX r631) 298-4998 -FACSIiMILE MESSAGE- ti , DATE � _ _�� — Number of Pages w,'Cover- FAX L\lpF iz� 3 FR(:,N§.' Deti1e1 C'. _%luouev RE ...___�._) 'J w 7"1 T--u C l� '_Al Per 0-z Conversation [ I Pnori[':• [__r'for Your Information i For Your Approval [ 'As Reciuested ] For Ycur Re:`i `; [ ) Please tall upon receipt 0 "&Dal: j No. &I.-ka Sant [ ] Sent Via-Mail [ ] Viz Iviui! CO311t'I1:_ti'TS _ r- 2 - - - _ ....-- ------------ -- 1--- The inforrnapcn tartornea in this foy me.rage and the attachments immediatety fotfowint is attorney prieifagad attd confidanria!vgon»atron:ntc+ndad<mly far the use ofthe indiodua1 ar entity rained above. if the reader of this ha jv is hat the intended recipilrt,you ere hereby notified:hat any dm mincrior,,distribution or copy of this cnmmunkarien is strictly prohi0ted. :`you ne .M meet red this-:urnrrur.kation in error,please rmmedfarNy notfpyrs by cefephwre and return tfr erf;inat rnerscs'e tr IS at the cbove address "a the U. . Amral service. It i , PAT- 112/03 Foxvl NO 3 NOTICE of DISAPPROVAL i`;%TL• ?ebruar; 1 , 2007 RLNENN ED &AMENDED; Septcrnber 73, 2007 TO I7> rc• ; '.ionic. 1=.t'. Please take notice ihl t # :,J, tc q ,�r, t.tcd DCcerri�er 2f3, 2;U6 �` LJ r-- Irt e nit t ,1. stet `:, h _nt 1 Tetalh oc'fc,�and baffi: swot at r1, ^ lit `, OCT 2 5 2001 1 � _ 17. 7 iE t,. Llri'Cj . r;\ti In A n i ,.#,p"Oy31 On ti13 'OI!O4t 1' ff `<.'OundSl ... )�I19 :1',�y'i(,5 �� , , , e '.7 X117?;:c # 1!1•?9C 13,n-r pare! in 'h^ -4' IJ1s�'-c•s is not perminCd Pu='euarr.tc LIIC._l, ` ,I S"'11_i� a.es o ,t`i i is a l _ b u.�:iari4stit'1,e i.tslct is tasatcd rattly .i dist ict and tl to enol ,t r, ,ieU"ar,nu for thg dist,•it[r`gli to itia�¢ eater:n nt of ark,n 1 1 r ,r A._ of PZ 1 = s 1-25 on s-;c; a laE ,tom, be taca!ed +itn,,ui rears to di ,r t n e:; �, d-syjla.t no such o+tkiu� ,races siia:i be tic catecjyw_anv trsldence district ulaess re c c�e H hiciy�y_a c acc�s'cry i; pe.-ni_ted in such district or upon approval of the Bea., o, 1r,ne .lu a l,o:*io:1 nl t;1e _41:oi",,1 p_11 L "�,r this roleo ra'1. -- — ----_..____ ih;n .h Restdcur.a: R-4U District h„IJ, ro.,rr.. �'iu;u,in” $hard is ,er+-:�.,` __"_o •'Ntti^]eXX'V _. _ nr�d. ursuantt Tieis Vntice of Diss ,Tocol ;a< rssued It the ❑nd_•rsta ldin that the anplicaat is to immediately merge aIt parcels subject to this notice, Thi%Notice elf blS_apu2I al c,as amended follocsing a change iu the Dr000sed site plan to eliminate the need for a yarian;:e f�7r side card setback and linier�oata:e.The most recent reviewed sitep)au, hv.iame _'.`it�crnt peLuca Architect & tiathan Taft Corwin III Land Surce7ro dela d ;gDyust 2".2007, i NOW t0 Appiit:ai:r Ani cit nLj ,,-,r d4C tat:uti to the ;100ve rorren+ .r "ur't1wi review r,y tile S(Alti.clt 7'rwtiu Euildu#g, D2parnnent. DANIEL C. MOONEY, P.C. Y�C ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 October 23, 2007 d=n ney@optonline.net,_, Town of Southold Planning Dept. S 53095 Route 25 P.O. Box 1179 Southold,NY 11971 WUDSatICiTy Re: 11500/11600/11700 Main Road, Mattituck District 1000, Section 122, Block 3, Lots 5.1, 17, 1.2 and Dear Madam/Sir: Enclosed herewith please find nine (9) copies of the following: 1. Site plan application form; 2. Applicants' Affidavits from: a. Maureen M. Mooney(Lot 5.1) b. Leonard and Marjory Llewellyn (Lot 02) C. Kiernan and Brendan Mooney(Lot 17) d. Deirdre Mooney(Lot 1.2) 3. Authorization letters from each of the above owners with respect to the application; 4. Environmental Assessment form; 2S 3 Y•70 5. A check made payable to the Southold Town Clerk; 6. Site plan, including grading, drainage and lighting; 7. Two (2) sets of an elevation sketch of each building; 8. Scaled sketch of signs; C ArJD 1,-0c a rVAJ "1 4.c. 614 s✓f2A'-�-rD 9. LWRP Consistency Assessment form; 10. Proposed cross easements with adjoining parcels; and 11. Transactional Disclosures forms. We are in the process of obtaining a curb cut approval for the project, as well, and have commenced a traffic study and expect to have D.O.T. and Health Department approvals in the near future. Town of Southold Planning Dept. October 23, 2007 Page Two Additionally, we are simultaneously filing an application with the Zoning Board of Appeals for variances for parking in an R40 zone; the number of spaces and for two signs on the premises. Upon approval, the respective parcels will be deeded to the LLC (applicant). The Deeds and transfer documents have already been prepared. The neighbor, Alan Cardinale, has reviewed the proposed cross easement and would like to appear at a work session to discuss the same since he has a residential parcel to the south of the project with a roadway to that parcel just east of the proposed cross easement. The proposed cross easement with the owner to the west (Six Kings, LLC) has been given the same for its review. If you require any additional information,please contact the undersigned. Thank you for your courtesy. Very truly yours, O4wj r L DCM:nm Daniel C. Mooney Enclosures c: Mr. Alan Cardinale G Submission Without a Cover i SEP 12 2001 , i Sender: Subject: Pi A"LU Z A- SCTM#: 1000 - Date: ( Comments: Ci4c, � d 6? A/V � LLC � • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUK, P.O. Box 1179 JERILYN B.WOODHOUSE �0� Old Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS y Zft- Town Hall Annex MARTIN H.SIDOR G GEORGE D.SOLOMON @ 54375 State Route 25 'O �O JOSEPH L.TOWNSEND �rtV (cor. Main Rd. &Youngs Ave.) 'yCQU0 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE March 2, 2007 TOWN OF SOUTHOLD Daniel C.Mooney,P.C. 11700 Main Road P.O. Box 702 Mattituck,New York 11952 RE: 1000-122-03-1.2,5.1, & 17 11500, 11600 &11700 Main Road,Mattituck Dear Mr.Mooney. This office is in receipt of your letter dated February 23,2007 regarding the above referenced application. As per my phone message and our subsequent phone conversation,please find enclosed a copy of the site plan application and site plan application guide. Please complete all necessary forms as part of the site plan application packet and submit all the necessary documents listed on the first page of the packet (Submission Requirements). The enclosed site plan application guide contains pertinent excerpts from the Town Code as they relate to various site plan elements,e.g. parking,landscaping,etc. Please do not hesitate to contact this office should you have any questions or need anything further. r Sincerer , y Senior Planner Cc: File Planning Board Enc: Site plan application packet Site plan application guide • • �s DANIEL C. MOONEY, P.C. ATTORNEY 11700 MAIN ROAD P. O. BOX 702 MATTITUCK, NY 11952 (631) 298-1100 FAX (631) 298-4998 dcmooney@optonline.net February 23, 2007 Town of Southold Attn: Planning Board P.O. Box 1179 Southold, NY 11971 Re: ZBA File No. 6013 122-03-1.2, 5.1 and 17 Dear Madam/Sir: Enclosed herewith please find a copy of a survey, site plan and comments from the Office of the Zoning Board of Appeals. I am in the process of dealing with the Suffolk County Department of Health Services and would appreciate an opportunity to discuss the site plan with the Board so that any recommendation and/or changes you wish may be incorporated prior to the Zoning Board of Appeals hearing. Thank you for your courtesy in this matter. Very truly yours, ��o )&� Daniel C. Mooney DCM:nm Enclosures FFR 2 6 2001 l S MATTITUCK FIRE DISTRICT PO BOX 666, PIKE STREET / MATTITUCK, NEW YORK 11952-0666 �� X Commissioners Jerome E.Zuhoskl.,Chairman John C.Harrison,Secretary Barbara Dickerson,Treasurer Martin L Griffin,Sr.,Vice Chairman Norman A Reilly,Jr. David F.Haas Lloyd H.Relsenberg April 30, 2008 Southold Town Planning Board i -- Mr. Bruno Semon, Senior Site Planner P 0 Box 1179 Southold, NY 11971 Re: Hudson City Savings Bank Plaza -_ SCTM: 1000-3-1.2,25.1 &17 —� Dear Mr. Semon: ' The Board of Fire Commissioners of the Mattituck Fire District reviewed the above mentioned site plan and with a SCWA hydrant on Route 25 within 500' of the property make no additional recommendations other than that all drives be cleared and maintained to meet Southold Town Code. If you require any additional information please do not hesitate to contact me. Sincerely, Jo n C. Harrison Secretary/Fire District Manager cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 E PLAN STATUS REPORT SITE PLAN TYPE: AMENDED NEW WITHDRAWN IWOMP TE PROJECT NAME: 4 0 °° Z6 _ ZONEt: /ZONrr> 3 LOCATION: //SZo //�� t(� I Ao HAMLET:5v. c SCTM# 1000 (�2 121- 3- 2 OWNER NAME: TEL#(_) OU�p APPLICANT NAME: J �L et. LLOC, TEL#(_)_ G AGENT N Oc r TEL#(—) Tc;J Z�fJ-9�lrltf PROJECT DESCRIPTION: EXISTING USE: e� ( r I1. ROPOSED USE: G_ 1-JaQ,h pm BUILDING DEPARTMENT NOTICE:S/P REQUIRE OR N ZBA APPEAL REQUIRE R N '�`J 9'/ �lLl� PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: )�C A �,2,� _ sV.fj �.tt�. . ow k�., - )I<.../d 1,ti I�H„1 }• c--eLt, Ji-}, p1w ypli," vOil zPA ,(J ciji tti �. >4rt c1.p�,,. tc• / / APPLICATION RECEIVED DATE: /11 /O r, /� APPLICATION PROCESS DATE. ev PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP:$500./ACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X _$ )+($.10 X SF=$ )_$ NEW APPLICATION WORK SESSION � NDKq (WITHIN 10 DAYS OF RECEIPT),PB ACCEPTS O �//¢/de APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) -f-- lzIQrc BUILDING DEPARTMENT MEEETING 100-254R3(WITHIN 30 DAYS)1 33asts t.� NOTES: ks/H/.2r• C O REVISED SUBMISSION RECEIVED: t(s.✓r 9e l �ldS NOTES: Sa✓ 7✓/�� e r e!d^K i,�sr o,�btu /6 PB" REFERRED AGENCIES:(WITH MAPS=W/P) STZBA—STBD STClCB✓ ',Q(,�STBT_✓STS✓SCDHS �,NYSDEC_,(I/SACORPS ,NYSDOT✓,SCWA✓,SCPD�;SCDPW_,LW" RESPONSES NOTES �G.-" FwCr. ;Mse-ax PA . OK m LEAVAGENCY: TOSP&_,OTHER;_Rwzw..PARTI_,PART 2_PART ORT EAF_,LONG EAP rREFQERRED TES: TION TY E:COORDI ED: UNCOORDINATED:_ ( PET:_ IYPE2: UNLISTED: ) TO:STZBASTBD�STCRB_,JHSTBT :STE_,SCDHSNYSDECUSACORPSNVSDOT_,SCWA_SCPDSCDPW_ RA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE;NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE //6LWRP COORDINATORBUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS �/X /GG�r TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT—,DPW_, TOS_ /L/i SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: 60/A BOARD OF TRUSTEE'S: NYS DEC WETLA DS IDAL/SPDES PLANNINjBOARD DECISIONS:DENIED: PPROVED: CONDITIONAL FINAL:_FINAL: NOTES ENDORSESITE PLAN:FIELD INSFOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT_/_/_ TOWN ENG GE ERAL NOTE 4 '"tY"c'SS ur, C'�rll r - .iA stc - t 1a 005 __ _ _ _ __ -,_ -- _ __ ,r�J - _ -_ __ _ _ _ .._ __ _ __ _ .. _. ___ ----__ Semon, Bruno From: Glew, Claire Sent: Thursday, April 24, 2008 11:38 AM To: Semon, Bruno; Bunch, Connie Subject: End of the Road LLC The merger of the above property has been done and is on the RPS as 122.-3-17.1. Claire i Semon, Bruno From: Lanza, Heather Sent: Thursday, April 17, 2008 4:28 PM To: Semon, Bruno, Kalin, Carol Subject: RE: Hudson city office plaza -- Mattituck Since the new books are a year away, maybe we should wait until the end of the site plan approval process to change the tax map numbers. No one except our assessor will be able to find the new tax map number. It won't be in the book yet. Instead make a note in tracking that states that the new number has been given out and that the parcels have merged,but leave the old numbers in the legal description until after the public hearing. Or, put the new tax map number in now, with a note in tracking that it was formerly...list the old tax map numbers. Also, do the same in tracking, right after the tax map number in the legal description, write "formerly xxx-xx-xx, xx,xx" Heather -----Original Message----- From: Semon, Bruno Sent: Thursday, April 17, 2008 4:02 PM To: Kalin, Carol Cc: Lanza, Heather Subject: FW: Hudson city office plaza -- Mattituck Hi Carol, When you get time can you please change the office file, tracking, card file and anything else that needs to be changed. The STCM for this project is 1000-122-3-17.1, please change it from SCTM maps as needed. I just spoke to Kevin and he verified this change. Thanks Bruno -----Original Message----- From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Wednesday, April 16, 2008 8:11 PM To: Semon, Bruno Subject: Hudson city office plaza -- Mattituck i Bruno, The assessor has adAd me that the four lots have beefterged. The new lot No. is 17.1. Thanks again for your help. Dan z Semon, Bruno From: Semon, Bruno Sent: Wednesday, April 30, 2008 9:08 AM To: cvoorhis@nelsonpope.com Cc: Lanza, Heather; George Solomon; Jeri Woodhouse; Joseph Townsend; Martin Sidor, Jr.; pappy@fishersisland.net Subject: Estimate for SEQRA review Hudson City Saving Bank Plaza SCTM# 1000-122-3-1.2, 2,5.1 & 17 Attachments: 4-14-08 Hudson City Bank SEQRA LA Unlisted action.doc; 122-3-1.2, 2, 5.1 & 17 Hudson City aerial.jpg; 122-3-1.2, 2, 5.1 & 17 Mooney aerial.jpg 4-14-OS Hudson 122-3-1.2, 2, 5.1 &122-3-1.2, 2, 5.1 & City Bank SEQRA... 17 Hudson ... 17 Mooney... Hl Chic, As discussed on the telephone today, the Planning Board approved NPV to complete the SEQRA review at the work session on 4/21/08 on this new site plan known as Hudson City Saving Bank Plaza SCTM # 1000-122-3-1.2, 2,5.1 & 17. The parcel has been merged and the new SCTM# 1000-122-3-17.1. Please prepare a cost estimate for the review of this project under an Unlisted coordinated action in SEQRA. If you can email the estimate today, I will streamline the process and verbally telephone the agent the amount of the fee. The status of the project is the Planning Board started the lead agency coordinated process at the 4/14/08 meeting. The Planning Board will require NPV to review and report findings after review. If approved additionally the PB may want NPV to prepare a Neg/Pos Dec. as applicable to the build out. The hardcopy/ site plan of the file will be prepared after we copy the file contents and will try to get out in the mail this week to you. The project legal description is as follows: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two story building is 9,986 square feet of office space and the other proposed one story building is 3,241 square feet for a bank use with 86 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 zoning districts located approximately 509' east of Bay Avenue on the south side of NYS Road 25 in Mattituck. New SCTM# 1000-122-3-17.1 formally known as SCTM: 1000-122-3-1.2, 2, 5.1 & 17. 1 Attached is an aerial and the PB resolution from the 4/1/4/08 meeting. Thanks in advance for your cooperation. Thank You 2 0 Semon, Bruno From: Glew, Claire Sent: Thursday, April 24, 2008 11:38 AM To: Semon, Bruno; Bunch, Connie Subject: End of the Road LLC The merger of the above property has been done and is on the RPS as 122.-3-17.1. Claire Semon, Bruno From: Lanza, Heather Sent: Thursday, April 17, 2008 4:28 PM To: Semon, Bruno; Kalin, Carol Subject: RE: Hudson city office plaza -- Mattituck Since the new books are a year away, maybe we should wait until the end of the site plan approval process to change the tax map numbers. No one except our assessor will be able to find the new tax map number. It won't be in the book yet. Instead make a note in tracking that states that the new number has been given out and that the parcels have merged,but leave the old numbers in the legal description until after the public hearing. Or, put the new tax map number in now, with a note in tracking that it was formerly...list the old tax map numbers. Also, do the same in tracking, right after the tax map number in the legal description, write "formerly xxx-xx-xx, xx,xx" Heather -----Original Message----- From: Semon, Bruno Sent: Thursday, April 17, 2008 4:02 PM To: Kalin, Carol Cc: Lanza, Heather Subject: FW: Hudson city office plaza -- Mattituck Hi Carol, When you get time can you please change the office file, tracking, card file and anything else that needs to be changed. The STCM for this project is 1000-122-3-17.1, please change it from SCTM maps as needed. I just spoke to Kevin and he verified this change. Thanks Bruno -----Original Message----- From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Wednesday, April 16, 2008 8:11 PM To: Semon, Bruno Subject: Hudson city office plaza -- Mattituck t Bruno, The assessor has a0ed me that the four lots have bekerged. The new lot No. is 17.1. Thanks again for your help. Dan z Semon, Bruno From: dcmooney@optonline.net Sent: Thursday, April 24, 2008 12:00 PM To: Semon, Bruno Subject: Hudson City Bruno, Hope you had a successful week. I am sure it is nice to get away from people like me. We go to the ARB this afternoon. That should be okay as they have already basically approved the bank building and the office has been redone as per their requests. I had given Heather a copy of the proposed cross easments for review by the town attorney. At your convenience could you follow up. If okay we will have them recorded. The traffic count was done this week and the study for the DOT should be complete next week. The oil tanks have all been removed and all of the cesspools (except for this building) have been pumped. I have the demolition permit but I am reluctant to begin until I have a little more assurance from the Board and the ZBA. As you know, I think, the lots have been merged into a new lot No. 17.001. Thanks again for your assistance. Dan i Semon, Bruno From: Semon, Bruno Sent: Thursday, April 17, 2008 10:12 AM To: Randolph, Linda Subject: Hudson City Savings Bank Site Plan Fee Hi Linda, As per the new policy procedure dated 4/10/08. Please have the fee processed and the log updated for the following site plan project: Hudson City Savings Bank SCTM 1000-122-3-1.2, 2, 5.1 & 17. The site plan application was accepted by the Planning Board at the April 14, 2008 work session. Thanks Bruno Semon, Bruno From: Semon, Bruno Sent: Thursday, April 03, 2008 8:31 AM To: Lanza, Heather Subject: RE: Mooney, End of Road LLC Hi Heather, I will pace End of Road on the 4/7 work session for the PB to receive a sp application update and review of revised site plan. The file is on the plans review table in my office area. FYI we received a recorded deed in the mail which appears to have merged the properties. This will need to be review for accuracy and we will need the new SCTM number to reflect the changes for the file records. Thanks Bruno -----Original Message----- From: Lanza, Heather Sent: Wednesday, April 02, 2008 5:44 PM To: Semon, Bruno Subject: Mooney, End of Road LLC Dan Mooney called. He is bringing in his application on 4/3/ and hoping he can be on work session for 4/7. I told him I wasn't sure if we could manage that. Could you please put that one on the work session agenda? In terms of reviewing what he submits for completeness and preparing a staff report, I will help out with that. I know you probably have enough to do getting the Ag Site Plan resolutions done before you go on Friday, so I will review what he submits, and do a staff report for the Board. If I don't think I can manage the review before the work session, I'll let Mr. Mooney know it will have to be the next week. i I am also expecting CJC 1's 19ised submittal and will need to d0he same (he also is hoping to be on for 4/7). I will put that one on the work session agenda. Heather 2 ,i to/.7 I��S C 'a.u/, 7 r.�/a.> /�W�►V�/�3/'Ya�A�dhal-. :r i, i1 ii It is �t ?rI' rr' ��i 313168" J 6 4y /�-,W - . - . Sect 280-133 — Site Plan Applicatiophecklist Site Plan Name received comment A. Submission of a complete site plana lication shall consist of: 1 A completed site plana lication form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138,Fee schedule for site plana lication. 3) A completed environmental assessment form. ° j 4 Nine copies of the site plan. 5 Four copies of a property survey, certified by a licensed land surveyor. . 45 B. Standards. Site plan design shall include the following items: 1 Technical data: (a) The lot, block and section number of the property,taken from the latest tax records. (b) The name and address of the landowner on record: 1 J The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and ✓ si ature. (d) Date, graphic scale and North point, whether true or magnetic; if / magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. ✓ All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The location, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a ublic street. (g) A separate key map showing location and owners of all adjoining 1,JeJ, �,rT lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks,reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed restrictions or _ \ covenants applying /to the property.. a Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan.the information should be separated as follows: O �� N°f �.✓ 1 Alignment and schedule plan. 2 Grading and draina e. ✓ s� �� 3 Landscaping. r ere e 4 Other, e. ., site utilities. 2 Natural features: (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes,beaches and all freshwater bodies, including wetlands and intermittent streams,perimeter boundaries of shoreline bluffs, dunes and beaches. Z K �y (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands,as defined by the New York State Department of /,e e s Environmental Conservation and the Board of Trustees of Southold 0 / Town,marshes,ponds, dunes, bluffs,beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone r areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the ro ert boundaries. 1 Site Plan Application Checklist Page Two Received Comment 3 Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 2804 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions,grades and flow directions of any existing culverts,waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject ro ert . 4 Proposed construction: (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as ✓ /� f off-street parking and loading areas and pedestrian circulation. (c) The location, direction,power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. (e) The location and details of aprons,curbs, sidewalks, fencing(type and location), and grading, including existing and proposed topographywith two-foot contours(on site and 200 feet beyond the property line)and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed / areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161,Highway Specifications. (g) The location and listing of landscaping, buff and street trer> Ian vne material size. guantity and location. d (h) The location o Ovate and ewer mains lectrical service, cablevision and to ephone ins a ons, ground transformers, fire wells and fircJZdrants and/or any alternate means of water supply ansewa e d treatment. (i) Building elevations for all facades and floor plans showing the ro osed use of floor area. Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-1299. 7 '12 Z,!5 /"G� Gas"/ rzL&s/w-S 4^'✓ S r� 286 - jr .s��o�<� /��f � G/� �S� /j�sr �• � / �t.�`r•_ EA P� I A • S1 's - J j;si:��st�b� G.,n 0 1)�U ') s au 1 S • r 6 �� . o1cQ s'r�.�}. 6 � <x;��, � h-4� _., c.,-�.,w-� � (s�l� I•? hll�, TrxJj� L LJ 4A �IL.l�vJl Hi-:S 5 cv�w. aQ LeA'V- G `,Joel 1 s� Mrss,� 5; C1L 4k— s J--f -- s 2 1 SW�-4 L �eras�L,� c--c�,J�r.-•t Is .i 6w l p b,9 b,, J )°„kl- Semon, Bruno From: Lanza, Heather Sent: Tuesday, February 26, 2008 5:32 PM To: Semon, Bruno Subject: Hudson City Savings Bank site plan Bruno, You can print this for the file. I told Dan Mooney that we could put his site plan on the agenda for work session, on the condition that he get his site plan application in here in the morning on Friday. Please go ahead and put it on the agenda on Thursday, and make time to review the plans when they come in Friday. Please also make sure a copy of the plans goes to Laserfiche for immediate scanning so we can e-mail the plans to the Planning Board for their review over the weekend. I hope it is complete so we can start SEQR. I suggest we start SEQR on March 10 and combine it with the referral process. See my previous e-mail on the new procedure. I spoke to Kieran and he agrees that the code allows us to combine our SEQR coordination and request for comments with the referral process for site plans. It should naturally coincide with the referral process when we are conducting a coordinated review. Thank you. Heather Lanza, A.I.C.P. i Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Phone: (631)765-1938 E-mail: heather.lana@town.southold.ny.us Heather Lanza, A.I.C.P. Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Phone: (631)765-1938 E-mail: heather.lana@town.southold.ny.us 2 Semon, Bruno From: Lanza, Heather Sent: Thursday, February 07, 2008 9:33 AM To: dcmooney@optonline.net Cc: Semon, Bruno Subject: Hudson City Savings Bank Dan, I was hoping we would have the information on your proposal by now. We don't want to hold you up, but the Planning Board can't provide their comments to the Zoning Board until we have a complete, or at least near complete application. Thank you. Heather Lanza Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Phone: (631)765-1938 E-mail: heather.lanza@town.southold.ny.us i Semon, Bruno From: Lanza, Heather Sent: Thursday, February 07, 2008 11:41 AM To: Semon, Bruno Subject: FW: Hudson City Savings Bank From: dcmooney@optonline.net [mailto:dcmooney@optonline.net] Sent: Thursday, February 07, 2008 10:46 AM To: Lanza, Heather Subject: Re: Hudson City Savings Bank Heather, Thanks for the heads up. I sent a letter to Kieran Corcoran extending the ZBA's time to decide for 60 days. Jim DeLucca tells me he will have the site plan completed on Wednesday and deliver it I will be home on Thursday. The bank wanted a few changes on the interior of their building and that has delayed us a bit. The LLC has closed on the site 11750 Main Road (fire extinguisher site) so that is done. I will be back on Thursday and file for demolition permits on the buildings to get that started. Have a good week. Dan ----- Original Message ----- From: "Lanza, Heather" Date: Thursday, February 7, 2008 8:33 am Subject: Hudson City Savings Bank To: dcmooney@optonline.net Cc: "Semon, Bruno" > Dan, > I was hoping we would have the information on your proposal by now. We > don't want to hold you up, but the Planning Board can't provide their > comments to the Zoning Board until we have a complete, or at least > near complete application. i > Thank you. > Heather Lanza > Town Planning Director > 53095 Route 25 > P.O. Box 1179 > > Southold, New York 11971 > Phone: (631)765-1938 > E-mail: heather.lana@town.southold.ny.us 2 Semon, Bruno From: Semon, Bruno Sent: Tuesday, November 27, 2007 9:26 AM To: Lanza, Heather Subject: Site Plan Applications in respect to ZBA applications(SEQRA) Hi Heather, I just discovered that the ZBA agenda includes Hudson City Savings Bank Plaza (Mr. Mooneys project) and Brewers Yacht Yard for the December 20, 2007 hearing. The ZBA will require that we start and complete SEQRA on Mooneys project per Kowalski. The ZBA will send a request today for comments on Mooneys project and did not see the need to request comments for the Brewer project since it is for approximately a 6" height variance. We may want to consider accepting the Mooney project and starting the SEQRA process to avoid delays. Brewers had a Type II resolution done in May by the Planning Board. Please advise me on the next step of action for the Mooney Project? Additionally, Mr. Mooney filled out a request for information today addressed to you and would like to meet on Friday. Are you available on Friday in the morning to meet? Thanks Bruno i ,oth®1d T o ion ward of Appeals MAIN .ROAD- STATE ROAD 25 SOUTHOLD, L.1., N.Y. 11971 TELEPHONE 15161 785,1800 O`` ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3260 Application DatedJune 18, 1984 . (:Public Hearing July 26, 1984) TO: Mr. David E: "Kapa11'�as��aggent for ' ` -" - [APPeilant(s)l. JOHN 'GIANNARIS 'AND 'aTNERS (Hellenic Cabins) _tont btrget . Greenport, NY 11944 At a Meeting of the Zoning Board of Appeals held on' -September 13 '1984, the above appeal was. considered, and. the .action indicted-bei was en on your [ j Request. for Variance Due toLack of Access to Property New York Town Law, Section 280-a - [ j Request for Special Exception under the Zoning Ordinance Article , Section JX] Request for Variance to the Zoning Ordinance Article . XI Section 100-112(X) .-.: j..)'. Request for. . . . . . . . . . . . . . . . . . Upon application of JOHN GIANNARIS AND OTHERS. by D. Kapell , 400 Front Street,; _Greenport,.;NY or .a ; ar ance o t e oning Ordinance, Article ,X(, Section 100-112(H) for permission to use adjacent easterly premisescoftthe._Vi_l]age,of" Greenportoof-.765 acreage for parking acces- sory to the snack .oar. use. existing on .the parcel presently owned by the_;applicants,also located at the north side of Main Road, East Marion; County_ Tax Map. Parcel. No. 1000-35-2-14 and No. 1000-35-2-15.1; see Site Plan ;heil0d'.514/84 and 5/30/84(further .amended 8/9J84). - Tbe .baard-made the following`.findings and determination: this-,is an appeal from the June 15, 1984 Notice of Disapproval from the •huildi.agLinspector for permiss.ion to- build a parking lot onproperty leasedgfrgm ,the 'Village, of;Greenport to the applicants herein executed on the. 1Otittvf.May, 1984.. The.: leased preWtses consists of a parcel` of land locatediAtrthe north side of Main Road; .abUtting;the "Hell,enic Snack Bar" „premises;an ,the west side..and containing an area-of .765 acreage, and is located;in the "A-Residential and Agricultural" -Zoding District, fronting .along the Main Road 120.81 feet. 1 -Article III, Section 100-112(H) of the Zoning Code and,the relief granted hereunder requires continued maintenance of the required number of spaces either throughtheexistence of such use to which these are acces= sor,.y; dr .unt!il such spaces are provided elsewhere. TWuses to which these -parking. spaces_are accessory are shown on the Site Plan most recently revised 8/9/84, prepared by Kontokosta Associates. Since the parking lot to be teased by the applicants is not in._the. same ownership to,the use to,which it is accessory, it should be understood that in the event thelease -is terminated, the applicant must return to.the Planning Board for a new Site Plan submission and reconsideration thereunder. Also, in considering-this'application, itis .the recommendation of this board that the existing ,ingress:located-at the easterly end of the snack bar. along the north side of the Main, Road, .should be relocated further to the east of the, subject accessory parking lot, and that same should have ;a minimum width, of 18 feet., This recommended relocation would be' npar .the accessl.area. presently used by the Village and would extend thrgh the Village parcel for parking-. One of the board' s concerns w ththe ingress proposed by applicant is customerswalking from the pbrkfng area across the entrance route to the snack bar. Vehicles ebtering at that point may not see persons walking directly into them from the accessory parking area. (CONTINUED ON PAGE TWO) DATED: September 18, 1984. CHAIRMAN,6 SOUTHOLD TOWN ZONING BOARD OF APPEAL Form ZB4 (rev. 12/81) ,Pa gE,?._- Appeal No. 34f,�411 • • Matter of JOHN .GIANNARIS ET AL. (Hellenic Snack Bar/Village of Greenport) Decision Rendered eptdm er 13. 1984 The board members are each familiar with the sites in question as well as the surrounding area. It is also noted. for the record that the. Planning• Board has granted conditional approval at its September,,10,,, 19Bg" Meeting.of the 8/9/84 Amended- Site Plan, which has been m}de• a:.part. of.thisfile. :The Village of Greenport..ten-year . lease agreement has also been made part of. th'is file. Nowt' therefore, on motion. by Mr. -Goehringer, seconded by Mr. Sawicki , it wds r;; ' RESOLVED; that Appeal No. 3260; in the matter of JOHN GIANNARIs, ET AL. forip¢raiisslon. to build parking lot accessory to t eTi e�Tlenic Snack Bar;.BE: AND, HEREBY IS APPROVED SUBJECT TO THE FOLLOWING': 1 Extension road or drive from rear of snack bar/restaurant be fenced along both sides with chainlink or split rail not to exceed four-feet in height (as a safety precaution); 2. A barrier be erected across the front of: existing parking area at front: (,.snack bar/restaurant approximately three feet .inside front property line.to eliminate .parking in front of existing snack bar (with or wlthopt.proposed improvements to building) and more partioUlar depic,ted' on survey marked in red ink initialed by the Chairman 9-1.3-84; 3. The recommendation to eliminate existing ingress between snack bar and subject parking lot by moving the ingress further to the east of said Parking lot; - - 4. That the 'words "NO PARKING" be ,painted in the gutter area along the street- pavement at the egress and ingress areas. Loc i�tionpof Property: North-Side of Main Road, East Marion, NY; . County Tax(Map,- reels No. 1000-35-2-14 and. No. 1000-35-2-15.1. Vote. of the Board: Ayes: Messrs. Goehringer, Doyen, Grigonis, Douglass and Sawicki. This resolution was adopted by unanimous vote of all the members. l k /T7KAKUF.`U V E , RMA September 18,-198 s Hudson City Savings Bank SCTM#: 1000-122-3-03, 1.2, 5.1,& 17 Staff Review- October 29, 2007 • Site plan build out detailing a break down of all proposed uses by square foot. Please be aware this may require adjustments to the parking and should reflect any changes. • Show all required parking broken down by each proposed use. Space used for bathrooms,MER, etc.,does not need to be included in parking calculations,however,this space should be explained and shown in the site plan build out of square footage. Parking spaces must comply with Town Code §280-78 (C) which states that all parking stalls must be a minimum of 9'x 19'. • Detailed sign information as per Town Code §280-80/90. The submittal dated October 23, 2007 states a sketch of the proposed signs was enclosed,however, it does not appear to the in the file. Revise the proposed site plan to indicate the location of both proposed signs. Proposed sign lighting should also be submitted for review. • Provide further detail regarding the type of lighting proposed, including catalog cuts. • Provide fencing detail for the proposed dumpster. • Label all proposed A/C units. • Provide more detail regarding landscaping,including quantity,location and species of plantings. • Provide any correspondence from New York State Department of Transportation regarding the proposed project • Ensure and provide further detail showing compliance with Town Code §280-93,Front Landscaped Area. • Provide further detail regarding the proposed retaining wall and fence. Currently there is a retaining wall and fence proposed around approximately 3 sides of the properly. • As per Town Code §280-94, Transition buffer area, a 25-foot buffer is required along the boundary between General Business and Residential 40 zoning districts. • The proposed cross over access should be reviewed to ensure • Revise the parking calculations to accurate depict the proposed uses onsite. Various parking calculation scenarios should be submitted. The applicant should submit reasoning regarding an accurate estimate of the number of parking spaces necessary to be opened. If possible,the applicant should consider and propose land-banking parking to minimize the impact on the neighboring residential properties. Site Plan Aerial from the 2004 GIS System for Hudson City Savings Bank Plaza 11 ,520-11 ,750 Main Road, Mattituck SCTM 1000-122-3-1 .2, 2, 5.1 &17 r r a. s4, O�®r` a If + 00 ^,A' Prepared by Bruno Semon for Southold Town Planning Board on 03/03/08 11 � - 111 r t fy�.�� s,� tp} tx � .i} C ,'".;:Ew�ry� � � rh�i`- ,ai �i'��iY��A4S9Ly.. tJ{�✓"d ¢ley, � � ei ✓`e '.e ��. � Y� �$' f f will, 17% Ao ` ^ N F / - III • • • • - • : l • • 1 1 1 : sop a OrA,Ile 'Af j 111!11 u . . • • : : . Live Search Maps Page 1 of 1 For the best possible print results,click the printer icon on the Live Search Maps page. Y � OPP' , http://maps.live.com/?FORM=MSNH&mkt=en-US&q= 3/3/2008 . / L � f iisss 4:3 r. r . Y 4 i! SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD _ ,v TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765- 1560 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLDG Jerilyn B. Woodhouse -M-ay28;-2008 Chairperson - Planning Board 141 Town Hall, 53095 Main Road Southold, New York 11971 Re: Hudson City Savings Bank State Route 25, Mattituck SCTM #: 1000-122-03-(1.2, 2, 5.1 & 17) Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the site plan for the above referenced project. This Site Plan has been prepared by the office of Nathan Taft Corwin, III, L.S. &James V. DeLucca, R.A. and has a revision date of April 9, 2008. Please consider the following: 1. The proposed disturbance resulting from construction activities and grading of this site will be greater than one (1) acre in area. This project will require coverage from NYS Department of Environmental Protection(DEC)under the Phase 11 State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-02-01) prior to the initiation of construction activities. 2. A New York State Curb Cut Permit is required for this project. 3. Flood Zones have been indicated on the Site plan. The Existing eight (8') foot contour has been shown to encroach into the proposed Bank Facility. It is recommended that Flood Zones be verified by the Building Department prior to Planning Board approval. 4. There are at least two setback issues related to the side&front yards as well as the total width of the proposed Bank that will need to be reviewed by the Zoning Board of Appeals. This site plan should be reviewed by the Building Department to verify all issues that will require ZBA review. 5. Chapter 280-94, requires a minimum separation between residential lots of twenty five (25') feet. These areas have been provided but the proposed screen planting & landscaping does not appear to meet the minimum requirements for size, height&spacing listed in this chapter. This item should be reviewed and approved by the Planning Board. Planning Board C & R's should be provided to require maintenance of Buffer Areas to comply with Chapter 280-92. 6. Chapter 280-95, requires the placement of interior landscaping within the pavement areas. This code section also requires these areas to have a minimum dimension of eight (8') feet. Trees, planted at 40' O.C., are also required at the perimeter of all parking areas adjacent to property lines. The proposed landscaping does not appear to meet these requirements. Page 1 of 2 Jerilyn B. Woodhouse, Chairperson - Planning Board May 28, 2008 Re: Hudson City Savings Bank SCTM#: 1000-122-03-(1.2, 2, 5.1 & 17) Page 2 of 2 7. Along the south westerly property line there is an indication of new curbing parallel to and at a distance of five(5)feet from the property line. The proposed curb elevations would require a 1:1 slope to achieve this new elevation. Vegetated landscaping with Slopes steeper than 1:3 is not recommended. The proposed grades in this area should be redesigned or retaining walls should be provided to stabilize this area and prevent erosion. 8. Chapter 280-93, Front Landscaped Area. Requires a minimum landscaped strip of twenty five (25')feet in depth in the front yard area. The site plan indicates that this area will also be used to provide land banked parking. Approval of land banked parking in this area would replace the required landscaped strip and therefore would not be recommended at this location. 9. The proposed future cross over agreement on the easterly side of the site is located approximately 50' from the State right-of-way. It is recommended that this cross over be relocated as far south as possible to allow for more uniform and secure traffic patterns related to the proposed development of property to the East. 10. Drainage calculations have been provided and meet the minimum requirements of Town Code. The proposed drainage design is considered satisfactory. 11. The Radius Map indicates a driveway encroachment by the residential lot located in the South Easterly corner of the site. Will the Planning Board require the applicant to address this issue? Who will be responsible for relocating the residential access? 12. In general, the site plan meets the minimum area requirements for 35%landscaping. However,the buffer areas appear to provide minimal screening for the adjacent residential properties. This item should be reviewed and approved by the Planning Board. 13. The proposed site lighting appears to be excessive. The Planning Board should review this issue with the applicant to verify the need for the quantity of lighting that has been proposed. If you have any questions regarding this review, please contact my office. Sincerely, James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) F,I Kms . Submission Without a Cover Letter Sender: Subject: (c Sg - U 0/1 scTM#: t000 - Date: Colrmiel ts: .0 /c ' dUN .2 3 2008 1 Svbf TU' hLo ceasioa STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR +lar --� .-�tt COMMISSIONER � x�i31`Y:tYu " June 26, 2008 DC nn V �i a Mr. Daniel C. Mooney JUN 3 0 2008 11700 Main Road, P.O. Box 702 Mattituck, NY 11952 souttwld Town _ Fennir Board .� SoutholdAnS2008 Submission u son City Savings laza NY 25, Mattituck SCTM# 1000-12200-0300-001002 &017000 Our Case No. 08-172P Dear Mr. Mooney: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. Plan sheets should be no larger than 24" X 36". 2. We cannot review the subject permit request without a plan sheet showing all the existing and proposed pavement markings and signs. 3. All work and material details shall be shown on the plans referenced to NYSDOT specification item numbers. 4. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. Mr.Daniel C.Mooney June 26,2008 Page 2 of 3 5. A Work Zone Traffic Control plan must be provided for work on NY 25. The plan must include the note "All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector." 6. We will require the entire width of the NY 25 shoulder be re-constructed for a minimum of the driveway width plus twenty-five (25) feet on each side of the driveway. The limits for shoulder re-construction shall be shown on the plans and it shall include full depth asphalt construction. Tack coat shall be included between every asphalt lift and at the joints between new and existing asphalt pavement edges. Please include the appropriate detail and NYSDOT specification item number. The asphalt item numbers and depths shall conform to current superpave specification item numbers as follows: Top Course - 1-1/2", Item 402.098301M & Item 402.098311M Binder Course - 2-1/2", Item 402.198901M&Item 402.198911M Base Course - 6", Item 402.378901M& Item 402.37891 IM Sub Base Course—6", Item 17304.101199M 7. The plan must include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 8. A driveway profile or on site elevations, including elevations at the State highway right- of-way line, shall be shown on the plans to ensure that all drainage is contained on site since we do not permit runoff from private property onto the State highways. 9. A note shall be added to the plans stating which consecutive NY 25 mile markers the site falls between or the mile markers shall be shown on the plan. 10. We recommend that permanent survey markers shall be installed at the property limits along the State highway frontage. 11. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit four(4) sets of revised plans. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Please always refer to the subject Case Number and the County Tax Map Number. Mr.Daniel C. Mooney June 26,2008 Page 3 of 3 Thank you for your cooperation concerning this matter. Very truly yours, ORIGINAL SIGNED q BY Medi k —(artT SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold IVlr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold s. Heather Lanza, Planning Director, Town of Southold SAS:MDW:ajf NIL KW f,L l4s*�-cdrr<� DANIEL C. MOONEY, P.C. ATTORNEY 11700 Main Road P.O. Box 702 Mattituck,NY 11962 (631) 298-1100 fax (631) 298-4998 dcmooney@optonli :pet July 9, 2008 ^ s ; Town of Southold Planning Board Attention: Ms. Heather Lanza N , 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Re: Hudson City Savings Bank End of the Road LLC District 1000, Section 122, Block 3, Lot 17.1 Dear Ms. Lanza: You have not heard from me or received updated plans sincere are several things which must fall into place before my client spends more money on plans. The missing pieces are: 1. The anthropological survey: I have gotten two estimates and await a third. One is for $25,000.00 (on a less than 2 acre parcel which is mostly developed). Hopefully, the last quote will be reasonable. The survey will take 6 to 7 weeks to complete. - or- 2. The NYS OPRHP responds that the survey is not needed. I have sent them additional information which they requested. I called today and left a voicemail. 3. With respect to the DOT letter dated June 26, 2008, Mr. Wolfgang yesterday told Mr. Delucca that he does not want curbing on Route 25 since it would create drainage/flooding problems on the roadway and on the neighboring parcels (possibly since there is no drainage plan on this part of Route 25). Jim passed on your comment to me about curbs and he said he would give it some more thought. We cannot finalize DOT plans until we know if curbs are required. As you can see from the above, we are stalled waiting for the State Parks and/or the anthropological survey and/or the DOT. I cannot ask the client to spend more money in case the State decides this is hallowed ground and we cannot proceed. The absurdity of the anthropological survey must be evident to everyone on the Board. Three out of the four parcels which now comprise Lot 17.1 were developed many years ago. The only portion (825 John's Road) which is 75' x 125' is vacant. Yet, we may now have to spend $25,000.00 looking for arrowheads or other artifacts. There must be a better way. I will advise you when any or all of the above are resolved. Very truly yours, DCM:nm Daniel C. Mooney c: End of the Road LLC TOWN OF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: }1L) T 'tSt1J NGS 864)e PC.ALA Suffolk County Tax Map #1000- I -1 - J - S / Other SCTM #s: 1. Street Address: 1/ D -I 115 0 iM A l n/ Q J . Hamlet: M p r T l r uc.t< Distance to nearest intersection: 5 J y r p ; R (4 y Type of Site Plan: X New Amended Residential n If Amended, last approval date: SECTION B: Owners/Agent Contact Information Please list name, mailing address, and hone number or thepeople below: i,L W j y iV, i- r )ra A P_ J -t-- rti A e..i 0 Q Y Property Owner /b1 J nl t `/ M�l✓2 L,t1 i 1 F_ c^ d A AJ) i Street Yo I'1 Y 5 7 �t*,1 t P L 0 x 1 3 1 City t A ST M NO, o oJ State zip-±I Cl -3R Home Telephone y- 7 -45 y S Other Applicant 1- (/ 1) 0 i= i H (J FF L_ L C Street S 7 S L A C_ J A j)c -I City EA T_ (Vl A P,-, #1J StateAV - l Zip 1 �j Home Telephone -y S 4A Other Applicant's Agent or Representative: Contact Person(s)* `J (1 nJ q Street 1 17 00 /fit 14 tit) P O —7 O City M(}'r-' moc K State k) - �/ Zip MI C), Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data Proposed construction type: )( New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: I .C">I ac.,f.r�.— Site Plan build-out acreage or square footage: j q '31 ac.4sq,44- Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Property Zoning District(s): J S t'A)F SS ^t- Q e-t O Building Department Notice of Disapproval Date: / l / 0 -7 'f-A M E a/ D Q A Is an application to the Southold Town Zoning Board of Appeals required? Yes No_ If yes, have you submitted an application to the ZBA? Yes / No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: � E ✓ r- e-A &1ST 2 16 Jfo h ,k E F- Y r r( L" 1- �-�f Dfe/i/A L. List all proposed property uses: D r r r L r- R .)<' Other accessory uses: y c r p r- 4 2 C N v 1 Existing lot coverage: _Jy V % Proposed lot coverage: 1 % Gross floor area of existing structure(s): i 00 sq. ft.Gross floor area of proposed structure(s): Parking Space Data: #of existing spaces: Ll S # of proposed spaces: /0 Loading Berth: Yes 4,-/No Landscaping Details: Existing landscape coverage: 7 %+ Proposed landscape coverage: q1 3 % Waterfront Data: Is this property within 500" of a wetland area? Yes No X If yes explain: I, the undersigned, certify that all the above information is true. Signature of Preparer: "inDate: ' a ( L) Pa e2of2 10/OS/OS APPUCANPS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK l+. I)nA/115 G. i�l ,i i-16el being duly sworn, deposes and says that he resides at S 7S j rwc A, ae r tD r5o 1' E � Aa^w:J aJ I' in the State of New York, and that he Is the owner of the above property, or that he is the A 0 r.an/7~ of the J -/A) r i=SY (Title) (Specify whether Partnership or Corp.) which is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical Improvements will be installed In strict accordance With the plans submitted. Signed h L_ (Owner) Signed NANCY K. MEIER (Partner or Corporate Officer and Title) Notary Public, State of New York No. 01-ME6038122 Qualified in Suffolk Coimity Sworn to me this r,Ommission Expires Marcti ,3, 20 1 1 �-. jt_day of Y F19 ay') (Notary Public) #4 ANNING BOARD MEMBERS �gUFFO(,�c BENNETT ORLOWSKI,JR. .r0 Town Hall, 53095 State Route 25 % `"`` . . . Chairmen P.O. Box 1179 WILLIAM J.CREMERS Southold, New York 11971-0969 KENNETH L.EDWARDS Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. .!i Fax(631) 765-3136 RICHARD CAGGIANo PLANNING BOARD OFFICE TOWN OF SOUTHOLD Sample authorization letters: I. I Jose hp Smith, owner of the property at SCTM# 1000-100-10-10 in Mattituck NY, hereby authorize Southold Consultants Inc to act as my agent and handle all necessary work involved in the subdivision process with the Southold Planning Board. Signature: •A1n1tUh � v Sworn before me this 30th day of February 2000, 11411 k Z [Michael Hill's Notary stamp ] ' 2. We John and Jane Smith, owners of the property at SCTM# 1000-88-8-8 in Southold, NY, hereby authorize Home Builders Inc. to apply for a subdivision on our property and hire any agents necessary to complete the work involved in the subdivision process with the Southold Planning Board. Signatures: Sworn before me this 30th day of Febnlary 2000, [ Michael Hill's Notary stamp ] 3. I Jim Davis, President of Home Builders Inc., hereby authorize John Jones, Esa to act as my agent on the property of SCTM# 1000-88-8-8 in Southold, NY, and handle all necessary work involved in the subdivision process with the Southold Planning Board. Signature: 'pCNid Sworn before me this 30th day of Februm 2000, E [Michael Hill's Notary stamp j 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF Is designed to help applicants and agencies determine,in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an Impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. NEE THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑Part 1 ❑part 2 ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. B. Although the project could have a significant effect on the environment,there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore e CONDITIONED negative declaration will be prepared." ®C. The project may result in one or more large and important impacts that may have a significant impact on the environment,therefore a positive declaration will be prepared. •A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you be II eve will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work Is unavailable,so indicate and specify each instance. Name of Action 1-1 V Z�, S O N C_ i T K S r1 A A) vJ t�. Location of Action(include Street Address,Municipality and County) / / S 10 - 11 --7S0 t'l,iA ,A 20,40 � 73s IJhNs MArrIr6e,,L Name of Applicant/Sponsor I3 . 0 i= T H t_.. 1nW\R- A, /+ L- Address 7 -T- P/ ry )7--- In. (� C L (J J I`s 0l- —1 City/PO a 1T OA A a i O IJ State A)- Zip CodeC1 Business Telephone Name of Owner(if different) C. H r ' Address City/PO State Zip Code Business Telephone Description of Action: f ftil 0 1, t S14 IF `V : S -r r nJ e,. S T R u e T✓ 2 f= S F 0& 2ec; t, � CO3UC7- 2 (✓'ai- c.) t= i Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. I. Present Land Use: Urban ®Industrial .Commercial Residential (suburban) n Rural (non-farm) ®Forest Agriculture ®Other 2. Total acreage of project area: ( 'q3 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 3 acres acres Forested acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area acres acres Unvegetated (Rock, earth or fill) acres acres 1 Roads, buildings and other paved surfaces —1 acres acres Other (Indicate type) acres acres 3. What is predominant soil type(s) on project site? a. Soil drainage: Well drainedI I.q9 °k of site Moderately well drained_% of site. Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? V acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ® Yes ER No a. What is depth to bedrock� lin feet) 5. Approximate percentage of proposed project site with slopes: 1:10-10%_% 1-110- 15%_% 1:1 16% or greater_% 6. Is project substantialhL contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? 1:1 Yes 0 No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ®Yes ®No B. What is the depth of the water table? I a lin feet) 9. Is site located over a primary, principal, or sole source aquifer? MYes No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Yes No Page 3 of 21 11 Does project site contain any species of plant or animal life that is identified as threatened or endangered? ®Yes ONo According to: Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? E]Yes ONo Describe: 13. Is the project site presently used by ti.a community or neighborhood as an open space or recreation area? ®Yes ONo If yes, explain: 14. Does the present site irclude scenic views known to be important to the community? ®Yes ®No 15. Streams within or contiguous to project area: � 0AJk-Z- a. Name of Stream and name of River to which it is tributary A',A 16. Lakes, ponds, wetland areas within or contiguous to project area: b. Size (in acres): Page 4 of 21 17, Is the site served by existing public utilities? Yes E]No a. If YES,does sufficient capacity exist to allow connection? ®Yes R No b. If YES, will improvements be necessary to allow connection? ®Yes [KNo 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ®Yes ONo 19. Is the site located in or substantia 11 contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ®Yes �No 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes �No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor:f ' 'q acres. b. Project acreage to be developed: I .q J acres initially; l 3 acres ultimately. c. Project acreage to remain undeveloped: n acres. d. Length of project, in miles: (if appropriate) pp e. If the project is an expansion, indicate percent of expansion proposed. 10 % f. Number of off-street parking spaces existing proposed g. Maximum vehicular trips generated per hour: (upon/,.ompletion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately I. Dimensions (in feet) of largest proposed structure: height; width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? D J 3� S'q ft. 2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? ��tons/cubic yards. 3. Will disturbed areas be reclaimed Eyes ®No ©' N/A a. If yes, for what intended purpose is the site being reclaimed? �laNK AvUI b. Will topsoil be stockpiled for reclamation? ®Yes ®No c. Will upper subsoil be stockpiled for reclamation? ®Yes No 4. Ho+ry many acres of vegetation (trees, shrubs, ground covers) will be removed from site? --- acres. Page 5 of 21 5. Will any mature forest lover 100 years old) or other locally-important vegetation be removed by this project? ® Yes I"No 6. If single phase project: Anticipated period of construction: 9 months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month 0 year, (including demolition) c. Approximate completion date of final phase: month 1 year. d. Is phase 1 functionally dependent on subsequent phases? ® Yes L" No S. Will blasting occur during construction? ®Yes 0 No 9. Number of jobs generated: during construction ; after project is complete 10. Number of jobs eliminated by this project L. 11. Will project require relocation of any projects or facilities? ®Yes No If yes, explain: i 12. Is surface liquid waste disposal involved? ®Yes ERNo a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged - 13. Is subsurface liquid waste disposal involved? ®Yes 1:1 No Type S F (1 T'I Q- 14. Will surface area of an existing water body increase or decrease by proposal? MYes E9No If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? M Yes r7No 16. Will the project generate solid waste? 150M Yes EJ No a. If yes, what is the amount per month?_—tons b. If yes, will an existing solid waste facility be used? OYes 11 No c. Ifyes, givename (,'VTC\y�C.dr.".,'1QAdf SSV location CCQUC" UG d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? Oyes 9 No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? ®Yes ®No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? E]Yes ®No 19. Will project routinely produce odors (more than one hour per day)? ®Yes ®No 20. Will project produce operating noise exceeding the local ambient noise levels? Yes FM 21. Will project result in an increase in energy use? E]Yes FINo / If yes, indii77catetype(s) pp� , II O J T A S' C-V.tL S 7 Q 4 Ll OIJ. I W k" I l� r_ (aG y rFGrC r EnIT-- 22. If water supply is from wells, indicate pumping capacity N 'q' gallons/minute. 23. Total anticipated water usage per day 743 gallons/day. 24. Does project involve Local, State or Federal funding? ElYes 10 No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board ®Yes No City, Town, Village Planning Board Yes ❑ No City, Town Zoning Board Yes ❑ No City, County Health Department 0Yes ❑ No Other Local Agencies Yes 50"No Other Regional Arjencies ❑Yes ❑ No State Agencies UYes ® No Federal Agencies ElYes ❑No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? MI Yes ❑ No If Yes, indicate decision required: Zoning amendment Zoning variance ® Newirevision of master plan ❑ Subdivision ❑ Site plan - ❑ Special use permit ❑Resource management plan ❑ Other Page 8 of 21 t 2. What is the zoning classification(s) of the site? 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 3 NO re P)J ;rtisSys 4. What is the proposed zoning of the site? J S ry h_ cc .4-- rL tt 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? q, N it .11� SJ P" 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? ®Yes ®No 7. What are the predominant land use(s) and zoning classifications within a A mile radius OYproposed action? 3J� I+v � >S �- RF it t7r/�✓Trpc.. B. Is the proposed action compatible with adjoining/surrounding land uses with a A mile? Yes ®No 9. If the proposed action is the subdivision of land, how many lots are proposed? A K a. Whnt is the minimum lot size proposed? Page 9 of 21 r 10. Will proposed action require any authorizations) for the formation of sewer or water districts? ® Yes � No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ®Yes �No a. If yes, is existing capacity sufficient to handle projected demand? 16 Yes E] No 12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yes®No a. If yes, is the existing road network adequate to handle the additional traffic. rlYes rl No D. Informational Details / ' Attach any additional information as may be,tteeded to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. J Applicant/Sponsor Name CV-o C1 r T4AC 9--0 A e Data 2 I�O� Signature �. Title t/ T t•tt7 r2 t Z, '� v. G Sr N/TR T r J 1=_ If the action is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 town of Southold LNNRP CONSISTENCY ASSESSMENT FORA1 A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant fmcant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME F-+ n S -j C T �/ S' A J.✓UoS Iii AH/C (�� A L4 The Application has been submitted to (check appropriate response): Town Board 0 Planning Board 5� Building Dept. 0 Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) 0 (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: �/S Location of action: Site acreage: Present land use: Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code ( ) (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. mYes [—I No [:] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III —Policies Pages 3 through 6 for evaluation criteria Yes 11 No K Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria 0 Yes []] No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III— Policies Pages 8 through 16 for evaluation criteria Yes D No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes E] No DWN Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. 0 Yes [:] No® Not Applicable 3�S Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] Noy Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No [ZAN Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No X Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new NNater-dependent uses in • suitable locations. See LWRP Section 111 — Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No L9 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No � Not Applicable M0 .tl r PREPARED BY ANS iaa L � TITLE REPCrSFwliA.r(�= DATE Amended on 811105 FORM NO. 3 NOTICE OF DISAPPROVAL / / DATE: February 1, 2007 RENEWED &AMENDED- September 13,2007 AMENDED: November 19,2007 TO: Daniel Mooney P.C. l p) 3 Box 7oz Ma t�"A d Mattituck,NY 11952 0.4 Please take notice that your application dated December 28, 2006 L I11 For permit to construct two buildings with retail office and bank space at Location of property: 11500/11600/11700 Main Road, Mattituck County Tax Map No. 1000- Section 122 Block 3 Lot 2 5.1. 17. & 1.2 Is returned herewith and disapproved on the following grounds: The proposed construction on this combined 70,796 parcel in the B/R 40 Districts is not permitted pursuant to Article XVIII Section 280-78I which states "Lots divided by district boundaries When a parking lot is located partly in one district and partly in another district the regulations for the district requiring the greater nwnher of parking spaces shall apply to all of the lot Parking Spaces on such a lot may¢e located without regard to district lines, provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R40 District In addition. the nroposed construction is not permitted pursuant to Article X Section 28049 which states, "No buildine or premises shall be used and no building or nart thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parkine and Loading Schedules incorporated into this chapter by reference with the same force and effect as if such regulations were ret forth herein in full." Bulk schedule reauires a minimum single side yard setback of 25 feet Followine the proposed construction,the two-ston,office building will have a single side yard setback of 15 feet Site plan approval from the Southold Town Planning Board is required pursuant to Article XXIV Section 280-127, if variances are granted. This Notice of Disapproval was issued with the understanding that the applicant is to immediately merge all parcels subject to this notice T39Cd 20S6S9LT£9T 1d30 9NIaiina 010HHinos a2:sj Loo2-6l.-TT This Notice of Disapproval was amended following a change in the Proposed site plan to eliminate the need for a variance for side yard setback and Unser frontage. The most recent reviewed site Plan,by dames Vincent DeLuca,Architect& Nathan Taft Corwin M.Land Surve or +needed;Au. 07."") -(r prize re Note to Applicant: Any change or devia on o t e above referenced application,may require further review by the Southold Town Building Department. CC: file, ZBA, Ylantung 239Hd 2OSGS9LT£9T 1830 ONIa-iine 01OHinas 8£:ST Loo2-6T-TT CROSS EASEMENT -- THIS AGREEMENT made this day of January 2008, by End of the Road, LLC, 575 Pine Place, East Marion, New York 11939, hereinafter referred to as OWNER; WITNESSETH: That for and in consideration of ONE and 00/100 DOLLAR, and other good and valuable consideration, the receipt of which is hereby acknowledged the OWNER hereby agrees as follows: 1. That OWNER hereby grants to each parcel, their successors and assigns, guests or invitees, a perpetual easement and right-of-way for ingress and egress for truck and automobile traffic over the subject premises on the paved areas as shown on the site plan of Nathan Taft Corwin, dated August 27, 2007 and amended October 2007, and an easement for gas, electric, cable TV, telephone, water mains and lines, and any and all utilities under, through and over the subject premises for the parcel known as SUM District 1000; Section 022.00; Block 03.00; Lot 001.004, more particularly described in Schedule "A" attached hereto and made a part hereof, lying and being in the Town of Southold, County of Suffolk and State of New York. Said easement and right-of-way is more particularly described in Schedule "B" attached hereto and made a part hereof. 2. That OWNER, its successors and assigns, guests and invitees, take the premises subject to the above-described easement and right-of-way and rights of others along said right-of-way. 3. The grant and easement shall, at all times, be deemed to be a continuing covenant running with the land and shall be binding upon the heirs, successors and/or assigns of the parties herein. 0 0 4. It shall be the obligation of the then OWNER(S) of the subject parcel, their heirs, successors and/or assigns, to repair and/or maintain the said easement area. Each property owner shall be required to pay a 50% share of said maintenance and repair cost. In addition, the lot owners, their heirs, successors and/or assigns shall be equally responsible for the clearing of snow and maintenance of the easement and right- of-way, included but not limited to the maintenance of grass, trees and bushes, if any. IN WITNESS WHEREOF, the party hereto has caused its hand to be hereunto fixed, and these presents to be signed as of the day and year first above written. by: MAUREEN M. MOONEY Member of End of the Road, LLC 2 STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the — day of October in the year 2007 before me, the undersigned, a Notary Public in and for said State, personally appeared MAUREEN M. MOONEY, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC 3 SCHEDULE "A" ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Main Road (Route 25) at the northwesterly corner of the premises herein described, adjoining land now or formerly of Peteco Realty Co. on the North; RUNNING THENCE along the said land now or formerly of Peteco Realty Co., the following two courses and distances: 1) South 83 deg. 11' 50" East, 313.77 feet; 2) North 30 deg. 06' 10" East, 100 feet to land now or formerly of Mescioscia and another; RUNNING THENCE along said land and land of Ehlers, South 83 deg. 11' 50" East, 224.41 feet; RUNNING THENCE along said land of Ehlers, the following two courses and distances: 1) South 2 deg. 4' 40" West, 362.00 feet; 2) South 61 deg. 44' 20" East, 248.84 feet to James Creek; RUNNING THENCE along the edge of James Creek by tie lines the following eighteen courses and distances: 1) South 26 deg. 27' 10" West, 76.12 feet; 2) South 24 deg. 00' 15" West, 147.51 feet; 3) South 5 deg. 55' 25" West, 48.04 feet; 4) South 52 deg. 57' 55" West, 33.47 feet; 5) South 16 deg. 47' 50" West, 100.90 feet; 6) South 3 deg. 12' 50" East, 91.85 feet; 7) South 13 deg. 12' 50" West, 76.63 feet; 8) South 2 deg. 24' 30" East, 115.43 feet; 9) South 32 deg. 05' 15" West, 50.57 feet; 10) North 59 deg. 39' 15" West, 137.72 feet; 11) North 81 deg. 56' 40" West, 116.25 feet; 12) North 81 deg. 50' 20" West, 83.86 feet; 13) North 36 deg. 67' 43" West, 84.73 feet; 14) North 77 deg. 54' 20" West, 68.82 feet; 15) North 83 deg. 20' 50" West, 118.07 feet; 16) North 72 deg. 15' 45" West, 63.61 feet; 17) South 85 deg. 17' 15" West, 81.37 feet; 18) North 74 deg. 48" 45" West, 73.86 feet to land of Pantaleo; 4 RUNNING THENCE along said land of Pantaleo and others North 48 deg. 00' 00" East, 615.29 feet to the northeast corner of land of Lucas; RUNNING THENCE along said land of Lucas and other, North 57 deg. 51' 40" West, 568.41 feet to the easterly line of Main Road, Route 25; RUNNING THENCE along said line the following three courses and distances: 1) North 44 deg. 56' 00" East, 170.00 feet; 2) North 57 deg. 07' 50" East, 103.23 feet; 3) North 30 deg. 06' 10" East, 60.00 feet to the point or place of BEGINNING. 5 CROSS EASEMENT THIS AGREEMENT made this _ day of January 2008, by End of the Road, LLC, 575 Pine Place, East Marion, New York 11939, hereinafter referred to as OWNER; WITNESSETH: That for and in consideration of ONE and 00/100 DOLLAR, and other good and valuable consideration, the receipt of which is hereby acknowledged the OWNER hereby agrees as follows: 1. That OWNER hereby grants to each parcel, their successors and assigns, guests or invitees, a perpetual easement and right-of-way for ingress and egress for truck and automobile traffic over the subject premises on the paved areas as shown on the site plan of Nathan Taft Corwin, dated August 27, 2007 and amended October 2007, and an easement for gas, electric, cable TV, telephone, water mains and lines, and any and all utilities under, through and over the subject premises for the parcel known as SCTM District 1000; Section 022.00; Block 03.00; Lot 006.000, more particularly described in Schedule "A"attached hereto and made a part hereof, lying and being in the Town of Southold, County of Suffolk and State of New York. Said easement and right-of-way is more particularly described in Schedule "B" attached hereto and made a part hereof. 2. That OWNER, its successors and assigns, guests and invitees, take the premises subject to the above-described easement and right-of-way and rights of others along said right-of-way. 3. The grant and easement shall, at all times, be deemed to be a continuing covenant running with the land and shall be binding upon the heirs, successors and/or assigns of the parties herein. • • 4. It shall be the obligation of the then OWNER(S) of the subject parcel, their heirs, successors and/or assigns, to repair and/or maintain the said easement area. Each property owner shall be required to pay a 50% share of said maintenance and repair cost. In addition, the lot owners, their heirs, successors and/or assigns shall be equally responsible for the clearing of snow and maintenance of the easement and right- of-way, included but not limited to the maintenance of grass, trees and bushes, if any. IN WITNESS WHEREOF, the party hereto has caused its hand to be hereunto fixed, and these presents to be signed as of the day and year first above written. by: MAUREEN M. MOONEY Member of End of the Road, LLC 2 STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the _ day of October in the year 2007 before me, the undersigned, a Notary Public in and for said State, personally appeared MAUREEN M. MOONEY, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. NOTARY PUBLIC 3 SCHEDULE "A" ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southeasterly side of the Main Road where same is intersected by the southwesterly corner of land now or formerly of Yasso; THENCE South 42 degrees 12 minutes 10 seconds east along the last mentioned land, 188.32 feet; THENCE North 46 degrees 45 minutes 00 seconds east 14.64 feet to land now or formerly of Lyons; THENCE along said last mentioned land, the following three courses: 1. South 58 degrees 06 minutes 30 seconds east, 143.60 feet to a monument; 2. South 48 degrees 00 minutes west 218 feet to a monument; and 3. North 58 degrees 10 minutes west 145.93 feet to a monument and land now or formerly of Boutcher; THENCE North 51 degrees 41 minutes east along said last mentioned land 21.16 feet to a monument; THENCE North 27 degrees 45 minutes 40 seconds west still along said last mentioned land, 196.71 feet to a monument on the southeasterly side of Main Road; THENCE North 51 degrees 41 minutes east along the southeasterly side of said Main Road, 75 feet to a monument; and THENCE North 46 degrees 45 minutes east still along the southeasterly side of Main Road 59.15 feet to the point or place of BEGINNING. TOGETHER with a right of way for access between said premises and the Main Road, said right of way running along the southerly side of said premises and in a westerly direction and thence in a northwesterly direction and thence in a northerly direction to the Main Road; Said right to way being 33 feet in width as it runs in a westerly and northwesterly direction and 25 feet in width as it runs in a northerly direction; the northerly and easterly sides of said 33 foot right of way being described as follows: 4 BEGINNING at the concrete monument at the southeasterly corner of the premises herein conveyed and running south 48 degrees 00 minutes west 362 feet along said land herein conveyed and land now or formerly of John W. Boutcher to a point; THENCE north 57 degrees 04 minutes 40 seconds west 184.94 feet along said land nor or formerly of John W. Boutcher to a concrete monument and the easterly side of said 25 foot right of way. THENCE RUNNING between land of John L. Struges on the west and Clara Dale on the east to the Main Road, it being understood, however, that John W. Boutcher shall be under no obligation or liability for keeping open or maintaining said right of way. 5 APPLICANT'S AFFIDAVIT COUNTY OF SUFFOLK ) ss.: STATE OF NEW YORK ) re: 1000-122-03-17 BRENDAN MOONEY, being duly sworn, deposes and says that he resides at 630 Fulton Street, Apartment #14T, Farmingville, New York 11935 in the State of New York, and that he is one of the owners of the above-referenced property which is hereby making application with the owners of contiguous parcels; that there are no existing structures or improvements on the land which are not shown on the site plan of Lot 17; that the title to the entire parcel referred to above as Lot 17, including all rights-of-way, has been clearly established and is shown on said plan; that no part of the plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of site plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plans submitted. 7 , BRENDAN MOONEY Sworn to before me this NANCY K. MEIER N day of September 2007 N,,_,!ary Public, State of New York No. 01-ME6038122 Qi talifled in Suffolk County Expires March 6, 20_ NOTARY PUBLIC APPLICANT'S AFFIDAVIT COUNTY OF SUFFOLK ) ss.: STATE OF NEW YORK ) re: 1000-122-03-5.1 MAUREEN M. MOONEY, being duly swom, deposes and says that she resides at 575 Pine Place, P.O. Box 731, East Marion, New York 11939 in the State of New York, and that she is the owner of the above-referenced property which is hereby making application with the owners of contiguous parcels; that there are no existing structures or improvements on the land which are not shown on the site plan referred to above as Lot 5.1; that the title to the entire parcel of Lot 5.1, including all rights-of-way, has been clearly established and is shown on said plan; that no part of the plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that she has examined all rules and regulations adopted by the Planning Board for the filing of site plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plans submitted. j j LiL"6 w Zi ,! �CiTut r MAUREEN M. MOONEY Sworn to before me this �) f h day of September 2007 NANCY K. MEIER Notary Public, State of New York No. 01-ME6038122 Qualified in Suffolk County NOTARY PUBLIC Commission Expires March 6, 20La APPLICANT'S AFFIDAVIT COUNTY OF SUFFOLK ) ss.: STATE OF NEW YORK ) re: 1000-122-03-17 KIERNAN MOONEY, being duly sworn, deposes and says that he resides at 62 Alabama Street, Long Beach, New York 11935 in the State of New York, and that he is one of the owners of the above-referenced property which is hereby making application with the owners of contiguous parcels; that there are no existing structures or improvements on the land which are not shown on the site plan of Lot 17; that the title to the entire parcel referred to above as Lot 17, including all rights-of-way, has been clearly established and is shown on said plan; that no part of the plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of site plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plans submitted. KIERNAN MOO EY i Sworn to before me this "Q/1� day of September 2007 7i NANCY K. MEIER Notary Public, State of New York NOTARY PUBLIC No. 01-ME6038122 Oualified in Suffolk County Commission Expires March 6, 2:!_ APPLICANT'S AFFIDAVIT COUNTY OF SUFFOLK ) ss.: STATE OF NEW YORK ) re: 1000_122-03-1.2 DEIRDRE MOONEY, being duty sworn, deposes and says that she resides at 78C Edwards Street, Roslyn Heights, New York 11577 in the State of New York, and that she is the owner of the above-referenced property which is hereby making application with the owners of contiguous parcels; that there are no existing structures or improvements on the land which are not shown on the site plan of Lot 1.2; that the title to the entire parcel referred to above as Lot 1.2, including all rights-of-way, has been clearly established and is shown on said plan; that no part of the plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that she has examined all rules and regulations adopted by the Planning Board for the filing of site plans and will comply with same; that the plans submitted, as approved, will not be . altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plans submitted. DEIRDRE MOONEY Sworn to before me this NANCY K. MEIER )}h day of Szptpmbef2007 Notary Public, State of New York No, 01-ME6038122 C)ualifieCo d in Suffolk unty Aire, March 6, 201 OCT-19-2007 12:06 FROM:WICKAM BRESSLER 631 298 8565 TO:16312984998 P.003 09/28/2007 10.49 1631298 DANIEL. MOONEY . PAGE 02/93 APPLICANTS' ,rl WMAVIT COUNTY OF SUFFOLK ) ss.. STATE OF NEW YORK ) re: 1000.122-03.002 LEONARD 1. LLEWELLYN,JR, and KA) ORY E. LLEWELLYN,being duly sworn, depose and say that they reside at Deep Hafe Rnad, P.O. Box 1455, Mattituc c, Flew York 11952 in the State of New York, and ibiit they are the owners of the above- referenced property which is hereby making application with the owners of contiguous parcels; that there arc no mdstiwg slructma of improvements on the land which are not shown on the site plan of Lot 002; that the title to a entire parcel refesed to above as Lot 002, including all fights-of-way, hos been dW y established and is shown oo said P1111134 and that no part of the plan located on the oft mid parcel infiringes upon any duly filed.plan which has not been abandoned both as to Ic ts and as to roads. I BONARVI. LLEWBUYN,Tk / 0 E.LLEWE11YX Swom to beforec this deyof ( 2007 4ANO'.. RY P LIC SAIL A.MCKHAM Notary Public. State of New York No.524642671 •Suffolk Courtly,,q Commlealon Euplree Sept.30,2oy,� STATE OF NEW YORK ) ss.: COt'NT)' OF SUFFOLK MAUREEN M. MOONEY, owner of 1000-122-03-5.1, hereby authorizes DANIEL C. MOONEY to act as her agent and handle all nccessary work involved in the approval process with the Southold Town Planning Board; Suffolk County Department of Health Services; New York State Department of Transportation and Southold Town Zoning Board of Appcals solely in connection with the application for approval of the project currently pending before the various boards. MAUREEN M. MOONEY Sworn to before me this �•'y ��day of September 2007 NANCY K. MEIER Notary Public, State of New York No. 01-ME6038122 NARY PUBLIC Qualified in Suffolk County Cornn;ission Expires March 6, 20-10 OCT-19-2007 12:06 FROM:WICKRM ESSLER 631 29B 8565 TO.163129B499B P.002 uJ/ <O/LGCl/ 10!49 !631<^ 9B • -- DANIEL MOONEV PAGE 03/03 STATE OF NEW YORK ) COUNTY OF SU)+FOLK ) ss.: LEONARD J. LLEWELLYN, SP, and MARJORY E. LLEWELLYN, owners of 1000-122-03-002, hereby authorize DANIEL C. MOONTEY to act as tbedr agent and handle all necessary work involved in the approval process with the Southold Town Planning Board; Suffolk County l)epaztrueont of Health Services; New York State Departrnent Of '[transportation and Southold Town Zoning .Board of Appeals solely in eonneeflon with the application for approval of the project currently pendizrg before the various boards, provided that no restrictions or encumbrances shall be placed on the property during their ownership without their written consent. —A I LI;ONAR J.LLEW u RY F. I IEWELLYN $v 7m to before is day of 2007 Ul3LIC M�— ABIGAIL A.WICKHAM R0101 Public.Stata of N@wMbtlt "0.62.0042871 -Suflalk County. Qoelrt"Wn Expires S4pL 304 904.9 STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) BRENDAN MOONEY a- owners of 1000-122-03-17, hereby authorize DANIEL C. MOONEY to act as their agent and handle all necessary work invoh ed in the approval process with the Southold Town Planning Board; Suffolk County Department of Health Services; New York State Department of Transportation and Southold Town Zoning Board of Appeals solely in connection with the application for approval of the project currently pending before the various boards. r BRENDAN MOONEY') ISI AN_ ON Sworn to before me this �Jn day of September 2007 NANCY K. MEIER Notary public, State of New York No. 01-ME6038122 — . Qualified in Suffolk County Commission Expires March 6, 20_� NOTARY PUBLIC STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) Y and KIERNAN MOONEY, owners of 1000-122-03-17, hereby authorize DANIEL C. MOONEY to act as their agent and handle all necessary work involved in the approval process with the Southold Town Planning Board; Suffolk County Department of Health Services; New York State Department of Transportation and Southold Town Zoning Board of Appeals solely in connection with the application for approval of the project currently pending before the various boards. KIERNAN MOONEY Sworn to before me this cls_day of September 2007 NANCY K. MEIER Public, State of New York No. 01-ME6038122 �-uairfied in Suffolk County NOTARY PUBLIC Expires March 6, 20—�- STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) DEIRDRE MOONEY, owner of 1000-122-03-1.2, hereby authorizes DANIEL C. MOONEY to act as her agent and handle all necessary work involved in the approval process with the Southold Town Planning Board; Suffolk County Department of Health Services; New York State Department of Transportation and Southold Town Zoning Board of Appeals solely in connection with the application for approval of the project currently pending before the various boards. DEIRDRE MOONED Sworn to before me this FI1 day o€fp!tember 2007 NANCY K. MEIER i\4ijtary Public, State of New York No. 01-ME6038122 Qualified in Suffolk County NOTAAY PUBLIC Commission Expires March 6, 20L • APPLICANT TRANSACTIONA DISCLOSURE FO (FOR SUBMISSION)3Y 6WNI*and OWNER'S AGENT) - TheTpwn of Sotrtholdfs C d� ics nmhibits contlic of interefit on the Hart of Tawn o@3xs And emnloyces. The numoSeof this form is to�ov;de informs[ion. which can slert the Tnwn of possible con icts of interact and allow it en take w'13.t_ kc rn ;s 11eccssary to avoid same. YOUR NAME: _ Llekaelr� ir�car�E. —_ (Last namc,first namc,micdlc initnil,ud•ess you a;o epaiyin=ir,tl'.z c-m= of someone else or other entity. suet a5.z. :;:mpeny. 1: ;o,utc..c:,Ilc ,.c Otl,^. 1t co-nFlm...- NATURE OF A.PPI_iCAT1ON: (Check al!111er app!y,'� Tax Grievance _ Variance Special Exception _ur Tf"Other', name the act vity: site�}an and bt]1di _Permi't Change of Zone _ Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, 1-2rcrt, or child)have a relationship with any officer or employee of the Tovm of So ahold? "?elatinnsliip" includes by blood, marriage, or business interest. "Business inwrest' means a busuness, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation In which the Town o('facer or employee owns more than 5%of lite shares. YES No Complete the balance of this form and da c znd<�;va hcle:�where ind�u::d. Name of person employed by the Town of Southoi _ Title or position of that person:, _ Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or emplovec or his apply); A)the owner of erecter than 5r%of the sl:---c,<of the cnmorate stock of the applicant.(when the applice,nt i; ]col joral::or; R)the legal at beneficial ovmer of any interest in a ion-corporate cndty (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant.. DESCRIPTION OF RELATIONSHIP Submitted thi _L day of._N P--1tou�r Signaturc:At� Print N1111c: OCT-22-200( 14:59 FROM:WICKAM BRESSLER 631 29B BbbS IU:16312984998 P.0041004 • ArPL6 TRANSACITONAI.D. OSURE FO (FOR SUBMMION1 BY QWN4p t!mrdOWM'S AGENT) 11k Town of 5utho dsCode o EXhias omhibitsl 01alolig intoes gq the part'of Town o and em to ees. he numosc sf this Conn is 10 ormrideinfitmation,ashieh ca>)aleR the Town of gossible conflicts of inle�esr and allow it tJ;ake whatev'cr action ie necessery to avoid same, YOUR A\TT . Llewellyn �gorldz�J� (Last name, first name,middle initial,unless you arc applying in tiic name of someo^.c clsc or other entity,such as n company. if so,indicat^_the other pets: :-company name.) NATURE Of APPLICATION:(Check all that apply.) Tax Grievance ^. Variance K — Special T:xception df"Other", name the activity:_._4-jt" Change of Zone Approval of Plat 5xernption from Plat or Official Map Other Do you personally, (or throuvh your Company,spouse,sibling,pare)it,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood. marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES_ NO Compictc the balance ol'this farm and date-and sign bclou where indicated. Name of person employed by the Town of Southold: Title or position of that person: -- Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through A(below)and/or describe the relationship in the space provided. The Town. officer nr cmplo,,ce or his or her spouse, sibling, parcnL r, chii"4 is (clic apply): A)the owns of greater than >% of the sl-arcs of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial,owner of any interest in a non-corporate entity (when the applicant is not a eorporAtion); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this". dayor eIn dOO� $ignatpic; Print Name: • APPLICANT TRANSACTIONAL DISCLOSURE FOR (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the partof Town officers and employees The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME: " - i id' i' (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. tf so, indicate th 0i'I'] per;nn or name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance _ VarianceZ— Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally. (or through your company, spouse, sibling,parent, or child) have a relationship with any officer or employee of the Town of Southold'? "Relationship" includes by blood. marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. �E.S NO '-- Complctc the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. "i h, 70V,n officer or employee or his or iter spouse, sibling, parent, or child is (check all that apply): A) the o\%tier of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer, director,partner, or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th' Vay of G4-_ ;3.Ci1�1 Signature: Print Name:�1.= iC'-t"1^ i,� APPLICANT TRANSACTIONAL DISCLOSURE 170I9 (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid sane YOUR NAME: j /;. �r�N (Last name, first name.middle initial, unless you are applying in the name of someone else or other entity,such as a company. If so, indican the other r pc:—,:I ocom1).c nurc.) NATURE OF APPLICATION`: (Check all that apply.) Tax Cn icvancc Variance Special Exception If"Other", ) ) name the acticity: �l 1� I� �'� rpt "J" ��t'� J' ?7✓ . e- J. ,L't= lyr'J2�91T Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood. marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO !� Complete the balance of this form and date and sign below where indicated. Nance of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or citiid is (check ali that apply): A) the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 1 c( y of S.p�e�4,t- Signature: I�L— _.1 �h Print Xam r: APPLICANT TRANSACTIONAL DISCLOSURE FORD (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The pumose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid sante YOUR NAME: _ /-1 ;✓%% ,".,;"rlv,Z r-4 „ , (Last name, first name,midd a initial,unless you are applying in the name of someone else or other entity. such as a companc. If so, indicate the ober person or compam. nmc.I NATURE OF APPLICATION: (Check all that apply.) 'Fax Grievance Variance v /'!�t ��.v"„t,.. r u {,», :7 Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest” means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES_ NO X Complete the balance of this form and date and sign beloo where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided, The fowl) officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thati f day of a 06r7 Signature: tjA4 -- Prim Name: • APPLICANT • TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: -7 flit= /—'z, R 0 L. 4� C (Last name,first name,middle initial, unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance Special Exception If"Other", 1 name the activity: f =/'m r i Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse,sibling, parent, or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO /( Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signatures ?i_�.icct ` /? Print Name: 2' 0 iC 0 S) t 4 L- APPLICANT TRANSACTIONAL DISCLOSURE FOR (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part pf Town officers and employees The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same POUR NA%IF f T (1 ,a name, first name,middle initial. unless you are applying in the name of someone else or other entity, such as a companv. If so. indicate the NATCRE OF APPLICATION: (Check all that apply.) Tax Griecancc Variance _ Special Exception If"Other", I/ name the acticity: L.. ir� �t- n ti /�: tV:;. Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES_ NO _ Complcm the balance otthis form and date and Siem below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day Signature: '+r APPLICANT • TRANSACTIONAL DISCLOSURE FO (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the hart of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: /1l - (Last name,first name,middle initial, unless you are applying in the name of someone else or other entire.such as a comnanv. If so, indicate the other person or company namc.l '.NATURE OF APPLICATION: (Check all that apply) Tax Grievance Variance 2-6A b/In//V•iL'vy J'6/.akPEr Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this�W day of {' a 00 7 Signature: �[— nom Print Nam ' k1i un4•'. oiin-ev Al - r ` IX AI y pf �t p %n Y ly• o i Y 4 � y _ , TOWNOii \� F SOUTHOLD PLANNI4BOARD �'y SITE PLAN APPLICATION 5�� 0pC SECTION A: Site Plan Name and Location .. - �\ ,fpr ,.n�-�...x�.r�.k*r•: K Application Date: /0 / J3 / 0 `1 Site Plan Name: /1UOSOd C try SAd1d6i Suffolk Cmy Tax Map #1000- 1 P - 03 - v � QCT o 2 4 M7 F Other SCTM 100 - I d•3- 0 3 ' a. D J Iuet�a ' low,: Street Address: 0 iM 04 ,A/ (Z-0 4 D Hamlet: A TT I T✓C 1C � A Distance to nearest in section: S0 F , 1" E A S 1' 0 F t Type of Site Plan: New Amended Residenti 1 If Am ded,last approval date: SECTION B: Owners/A ent C tact Information Please list name, a iliLng address, andhoe nnumber oIthepeopile below: l EWCt—ylAlj �EDA(ARO M4_ GQy PropertyOwner0 NE /f1RuR�Er/�iEQnl �/t�,RWdrtIEiKORIi Street 1f a 16,00.')e S 7 1� P�i✓C Pt-4 e 4-- PJ t3 or-33 City EF1St- M 421 o.J St e nl• Zip It°l 3 Home Telephone y 17 -4 S Other Applicant E N D O F THF A 0 l- ✓r C Street S 7 S- al F P L 4i-- P• City t r A I OJ State It/ • Zip W? 3q Home Telepho 63/-477 -OIG,' Other Applicant Agent or Representative: Conta Person(s)* 16 A +.1 I E t. C Vk-DO al r Str et I l 7 0 O Pbl 0,0) O X -) 0 ity A 't T t ry C State N, Zip /lqt Office Telephone_29�/ 0 O Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 74j ggqg _f^& 10/05/05 SECTION C: Site Data • Proposed construction type: New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: R_y&ya esdsq. ft. Site Plan build-out acreage or square footage: l R 3 ac.{sq tl Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, expl in: Property Zonin District(s): $uS'el E SS w R 4 0 Building Department tice of Disapproval Date: a / / /0Z A+k mow/Dr_o SE pT 13j 07 Is an application to the Sou old Town Zoning Board of Appeals required? Yes _No If yes, have you submitted an pplication to the ZBA? Yes No_ If yes, attach a copy of the app ation packet. Show all uses proposed and existin Indicate which building will have which us . If more then one use is proposed per building, indicate square otage of floor area per use. List all existing property uses: 13�.IF-.2A E J�tS ) R r B�rOQ Fie E�Y r C.ii'NE2 i9FF 'a QeAi- List all proposed property uses: a A0J K OFFi cr Other accessory uses: A .A Existing lot coverage: _ % Proposed lot c er e:_LL% Gross floor area of existing structure(s): b'1170 s ross floor area of proposed structure(s): 16.-3q7 Parking Space Data: #of existing spaces: YIS zliproposed spaces: Loading Berth: Yeses No_ Landscaping Details: �/ Existing landscape coverage: a % Proposed landscape covera 3 y'p { % Waterfront Data: Is this property within 50 ' of a wetland area? Yes No > If yes explain: I, the undersigned, ce ify th all the above information is true. Signature of Prep er: C Date: 063 107 age 2 of 2 10/05/05 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 1, 2007 RENEWED & AMENDED: September 13, 2007 TO: Daniel Mooney P.C. PO Box 702 Mattituck,NY 11952 Please take notice that your application dated December 28, 2006 Cr- For permit to construct two buildings with retail, office and bank space at Location of property: 11500/11600/11700 Main Road, Mattituck County Tax Map No. 1000 - Section 122 Block 3 Lot 2, 5.1, & 1.2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this combined 70,796 parcel in the B/R-40 Districts is not permitted pursuant to Article XVIII, Section 280-78I, which states, "Lots divided by district boundaries. When a parking lot is located partly in one district and partly in another district the regulations for the district requiring the greater number of narking spaces shall apply to all of the lot. Parking spaces on such a lot may be located without regard to district lines,provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R-40 District. Site plan approval from the Southold Town Planning Board is required,pursuant to Article XXIV, Section 280-127, if variances are granted. This Notice of Disapproval was issued with the understandine that the applicant is to immediately meree all parcels subiect to this notice. This Notice of Disapproval was amended following a chance in the proposed site plan to eliminate the need for a variance for side vard setback and linier frontage. The most recent reviewed site plan, by James Vincent DeLuca,Architect& Nathan Taft Corwin III,Land Survevoreameaded Au ust 27 2007. Authors ed e Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 02/23/2007 15:02 6317659064 ZEA PAGE 01 OFFICE OF ZONING BOARD OF APPEALS Mailing Address, 63095 Main Road,P.O.Box 1179 Office Location: Town Annex-NFB Building,54375 Main Road at Youngs Avenue Southold, NY 11971-0959 Emails: Linda.._owalskigkTown.Southold.nv.us✓ Jayne.MartingDTown.Southold.nv.us Lucille.CaouabiancaC,Town.Southold.nv.us http://aoutholdtown.northfork.not (631)765-1809(ext.5012, 5011) fax(631)765-9064 REPLY FORM DATE: d �+ TO: Log Fax# —I f=Inn jend [ 70d� ZBAFIIe# lain/ A - Date of Building Inspector ce of Disapproval: ( ) The application Is Incomplete for the reasons noted below. Please furnish seven(7)sets of the following by mail or by hand delivery. Thank you. ( )The map submitted does not match the information on the Building Inspector's Notice of Disapproval. Please submit the amendments dated directly to the Building Department for review. If an amended Notice of Disapproval is issued, please furnish seven(7)copies with a cover letter confirming that the amended relief that is being added or revised in your request for varlance(s). Thank you. ( ) Missing Information: f�4(� OTHER/INFORMATION REQUESTED0 sets with cover/transmittal sheet when submitting): ( ) Filing fee is$ Amount due(please mall): Amount paid was: ( ) Available survey showing existing property/building details,with licensed surveyor information. ( ) Architectural map or updated survey showing dimensions of existing and proposed new construction areas,setbacks to property Imes,and building lot coverage calculations. fA Rough diagram or sketch with building height data (#of stories and distance from ground to top of ridge ( , (�4 elevatlon from all sides; ( ) landscaping in area of construction. -,Foy- -,O-a . 6-LLQ") oL' ( ) tetter confirming status and date of review by other involved agencies for presubmission comments,or copy of up-to-date agency action. ( ) Updated single-and-separate search dated back to April 23, 1957(Zoning Section 100-23113-4),and copies of deed#dating back to creation of original lot lines for the property in the unmerger request. �) Thank you. ^' 'Y.&C OvV � rnalp 0-not UaWauac e 'tit' 4 FORM NO. 3 C� NOTICE OF DISAPPROVAL l DATE: February 1, 2007 TO: Daniel Mooney P.C. PO Box 702 Mattituck,NY 11952 Q1 ey Please take notice that your application dated December 28, 2006 For permit to construct two buildings with retail, office and bank space at 0I U4 Location of property: 11500/11600/11700 Main Road, Mattituck County Tax Map No. 1000 - Section 122 Block 3 Lot 5.1, 17, & 1.2 Is returned herewith and disapproved on the following grounds: "— The proposed construction on this combined 70,796 parcel in the B/R-40 Districts is not permitted pursuant to Article XI, Section 280-50A,which states, "Structures shall be setback at least 100 feet from the richt of way." And Article XI, Section 280-50C,which states, "A proiect shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street." Following the proposed construction one of the two buildings west side) will have 65 linear feet of frontage on Main Road the same building will be +/- 60 feet from the Main Road and the other(east side)will be 64 feet from Main Road. In addition the proposed construction is not permitted pursuant to Article XI Section 280-49 which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Following the proposed construction the building on the east side of the property(bank building) will have a 12-foot single side yard setback. Bulk schedule requires a single side yard setback of 25 feet. Also the proposed construction is not permitted pursuant to Article XVIII, Section 280-78I, which states "Lots divided by district boundaries. When a parking lot is located partly in one district and partly in another district the regulations for the district requiring the ¢neater number of parking gpaces shall apply to all of the lot Parking spaces on such a lot may be located without regard to district lines provided that no such parking spaces shall be located in any residence district unless the use to which they are accessory is permitted in such district or upon approval of the Board of Appeals." A portion of the proposed parking for this project falls within the Residential R-40 District. Site plan approval from the Southold Town Planning Board is required,pursuant to Article XXIV, Section 280-127, if variances are granted. This Notic 'isavvroval was issued with the understanding that the applicant is to imm atel mer arc is subiect to this notice. Authorized S gn Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, ZBA, Planning FOR INTERNAL USE ONLY o11 1 JAN 1 62001 SITE PLAN USE DETERMINAT bbl � Initial Determination Al Date: 12 / 1, Date Sent: , / Project Name:LY"e , Project Address: A& Suffolk County Tax Map No.:1000- h2 - 3 - Zoning District: B �' Request: �,0= .a a ba..fe &ALAdA . 9#a.e �/2, (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: g14wcP L.��Ui.PtjZ_�D,a�JO Sf 1�ct 2/.10-VG 2 aba.0% Initial Determination as to whether site plan is required:S,,ye *L~ .eecLf//,4-ye-A Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: I l I W l �� Date of Comment: / -5 /01 C ments: A--2 PC/L I Zq t rlr Y1 O,r s ,Wc, pct;-d <;u� . Signature of Nak ept. Staff Reviewer Final Determination Date: I / Decision: Signature of Building Inspector File Edit View '%ol4ar :Window Help — ,.:F. 122 317 11 001}1 d ACirva . : f115r� ` a I anjaai;2007 am1lq S r i 9 t y 3 `x y ii kiyrt`e's °I' I ny4 1 uH1�ti£_ I�' '".�`7'k Y i t5 t ''�; a 'H'i 4 4?il„• ky £,i ti tlR� i x,x,x,xVVVV 4S f N v �a ems+ Iv f 4 Y x V� 1 ry e�++! �ry� �a 4 �Y �au,�i t�� ,. � rjti�S"4` 4y�?3 'k�"��°.: 1`M • ^ 1� �'�`.#tf;� , i a Prints-Fe screen IWIv ljjlIOjmrIg.jIIujjjLLLl I File View Toolbar Help Ka ONE atrcy Maui$ k G9Y 2lili7 t dy d , ' � aMOAY 3 400 U Rpuk� 6 tSE� 0 91 acres d - t4NaIAl.1G&OU t tt x � a t't; � t ,. t a ;g W£q a M1sCotlaneous , t t r t ,3 tui FCs3 t .:,na: a _`Sz n -a L �B ' a � @vg's" s iso `' tiLtc nsP�L az4� a .tyit I { ., 3nMOMha .t sd , � T itv`a(si'na is �s'E do i r erYR( rtt�s � ', .� r31I� .�� F -xQ 9t j a w,l( trvRd7iCd y1 #a€. n� St .t 4 x�. a a. p;Y sti I£.1 i C tl(-'FYI S®F� Y41�i3 k "PiTH <:z t g RaL � 3"iyxt101Ca{sHN 4. P � � 4 � a 2(19t m s " ° e {{ rr't' 3szid W d Rim im QBQIL t JSzkfl t i �S wryFn,� $,s" .. ,Ota1. ¢ ry t nw 3 t ' € err 3`5 t"h5 € � swt, t ttLxi t v v dsa� a r ,I tm 1 d ss i t h � c{ t lith rwm{+ fl{m S4KT Yx Budt � Ott* UU3fJ MaFhtu X00 t Q �nDth M �sn - t t "r•, {� , A g aY y z t t t " �°4' ��3 b-id a. F ��R � w"�+ �' Pip i �d tf3? •,a�,� s : t��y��{I"��8 s ifi,st sv"' 'It z i sv YF n, S iLiS��t�trEai'a5k t�l'v€' k it � k4 I. F s n urs s tas*3tt�sa e to `��P tt� " 4 �c� s a,•,ta^a>' �c° r t c'� #�n u c a,,a ,x fn s z s t •%a, t ��+,.¢asa t n i zaY,i nv t 4'i a n a asv4a € t si.Ne �z� i3 , a pa�:a �3 i? v a t&a ,z +.' 3i. € s 3yy .b a4 u*.ini"a'I itith "v,a a .yvuL�i �' t +N ct`n z v is t '"sa r > t iatd h isfy'w;,41� ,.s' iPa�ajgk�o'' t>htOff ;t�, >,I $ `' ._ ,l r 1�..€i! ' nt �<i wi r s€ st."`£!r as t 'tat' tv [ 3 !`' �. €( kk Ywu. s FMn x. m- 4" 3@_�tz:t,.a' ., x1, d ..:cuax a,..e bra ia3t lad.9 '�-4,*S.> I _.�....._ _ Double dtck to open a window •t^ rI oil - .iii + '1File edik yi .va Taalbar €kA+ihdow Help a 6hli: < h :aFr 2007 l/ t W At WN x fi{ a ,1 i 7= 54� �'#.; 4F �;.v,.�'� xi.3n��. you ` ��`; ��•c'�''_ �aaS�`` z a x y � {_, : ? 3a '��r`& ,,,��(py��a c��Y's�4�„ad�� + +,s•ta�i-"��C• �`4�,�,��'y�o Re�'�'-c' ' s � :rp "� ,t��' � I' °v' � '�7 `'ft k�`}i}t-Yb�'..a� �'��.E`�•��^S'.}�FIHyt � � iF �dk"{��{h5�3`v�'}�'' ^4�.� � � `. � 5}�vy� •,xa a . � ' 55�i,„ 'ass }� a v k •t v, � `rx � - � a Prints the screen:-.::,:.':: M -i• t i i . tiro-Lp - inqiiri,Natne - inq-Liryj _File Edit : View Toolbar Window Help i 'm ltr; Q Eh 4 ► ►I 16ARN " Aa' 1122--3-1.2 Id MoM 2007 a ( D p�orie y Doudre .Johns - ,'.�. .Ps3fCCl i y+� nk'' at ti Ya in a .a as s taa'§ 5 aSa °fr"`7y iia M,v +Rt9lE ip 1 4 b: F Fas t- {' '4i i£44 5 �� ir•f 4 a h al�Ai i €.a4*.i�C�i , + _ W S a`Sn9 iP 1ST a,+`ri IN9'riR" L: '� a'+ aid '3 "1 5 "rc$ '4.Y W. M1i f" tlwY.u3!"'r 4G � 4 rxustaaa €yas it ¢ s ?'is a`� i ; iEn a ��.� v O�i �,�� may^ '6 Ysfy� M1 3 i' t g'+i } s 3c int 'S�"jwimeaa x E e is q d x ' .: zS ukca EE � y3'ERN RN 2a,�'! a� ,ya3 C ,�5 €*lylF r" _ t x ii p€rs fi 9 �ai s. .3s �:%ti34 ��+an i s a.' S 'eA a§ 1Sk�rIN Mi rxSa itiata, �' Rv . , a,. a!8 u t>ti r s s'S'E'' '.Swgp �i y s t 'tea"; sV r Yal*uit 3 1 '5 R3 es `� sm ct r r i 3 rr`"r' 'is'is 3� 3 t?i�adaay��s i i r.i s s ry !J 4a % -'iY C a-�stfi.E- ;@dS ' � 5.a& aSd^u .r " s1 uib i.as.1%NRS UT, .„ Prints the screen �_.__ NOHTNFANK 5902 A Q�Lt.MOONEY, MArnRJc 11952 RNEY 50-7911214 11�aor ::P.O.eox 702 1 J (3 G MA CK,NY 11952 _:e AiP-1174 11100S902111 t:02L4079L2,:it'4224ol'OOL73111711' DEG 2 8 2`06APPLICATION FOR BUILDING PERMIT +— Date Doe- 2. 7 20 OG j -10 - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4d,4 iqx✓>7 M ,o,✓GYSignature of apJplicant or name, if a corporation) Kt Gi£ 1VW N/ / /01-vs, 'Z% 1-14/0 .y+.vy'<1i, �o/Sox 70 -;L- p t5 t 21� 2� dot .��J u'•t'�y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C2t,1/K/ev't .S J-07' S' %. ._/791�!!/!L!_ V%�t/ /j7 rTLpv�1/r cf AJl' / 7 �6R l4�iAq/ Name of owner of premises col- /. a 17c,202E na rtwcw y �/1F�vo�1.✓ v .rcy (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 5iere t Plumbers License No. —VC4 C-4r�� Electricians License No. Other Trade's License No. Y- � 1. Location of land on which proposed work will be done: t/,-3,0 _ 11600 - 100U IV.4i✓U j2O J- fJFrw(" J20,4J /11�l47-T/7-yGC House Number Street Hamlet County Tax Map No. 1000 Section t a Block t93 y Lot '/ Subdivision Filed Map No. 4.. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 -r6;+ i— - S r t�W-c e- - (2 f l t fit%rs%1 of b. Intended use and occupancy J =(C(E r-zii w — `2i 4�1 'e ,'V'v 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars IVA- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I aeolo r� A4, ,, z t')L.rtyuAme1F-FEe7 z�<rcr_- /CFYArL 7. Dimensions of existing structures, if any: Front ✓/.F2wrjy Rear Depth Height I/,g-fw0 t- 4 Number of Stories 1/4-fl-Ze ✓f Dimensions of same structure with alterations or additions: Front Rear N Pr" Depth A Height IV, A Number of Stories A/dq 3r r_. c WK) Ak/N,_(I-,_. 0. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front i Q t -4- -Rear-9- 17 -r- Depth `�3 10. Date of Purchase Name of Former Owner (/r4iSO- � �ra1t - � �� ✓I�r 11. Zone or use district in which premises are situated 40 et O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES JC NO 13. Will lot be re-graded? YES A NO Will excess fill be removed from premises? YES_NO X MAvarF-gl M-. Wtr-awq,.J; iDo,aoac- a 6,9,rvvAV ~>,ik-ss' �,9ht ✓ _ _ 14. Names of Owner of premises Address P0-i oK-7 3 r Phone No. Name of Architect T-l9 vu r i Z),=L V C.t Mdress 4 N a w s r R,Nrr t Phone No v�) v- 1 (,t( Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 4 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSO r�r,K ) rv+Aunr-&;Fv M ,z let F144191r/ Dre2012,6 V t3 iZ 17w 0 API/ being duly sworn, deposes and says that (she is theft (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of&4d.ow wi-os owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 199owledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this y of 6'FC. 20 06 Notary Pub c Signature of Applicant OANIELC MOONEY Notary Public,State of New York 12/2 F 1)-Y v., No. 02 M00052771 Oualffied M Suffolk Commission Expires DemffdW e a // P � 0 ¢0 Vl`Og j 3P 10 f 6 011) �O w� 6 OU PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABISHE BY THE FOR SUCH USES BY NEW YORK TITLE ASSOCIATION. OF rqzl A. P �P L 4An6D SITE PLAN NEW UNAUTHORIZED ALTERATION ADD TOTHIS SURVEY 13 A VIOLATION („Oh YO DF losep A. Ingeg SECTION 7209 Of THE NEW YORK STATE EDUCATION LAW. BY JAMES V. DeLUCCA ARCHITECT THE L D EAL THIS SURVEY MAP NOT BOR EABEARINGLan Surveya THE SURVEYOR'S INKED SSI EMBOSSED ED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �l PED Aq CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Car, Q. TITLE COMPANY, GOVERNMENTAL AGENCY PND LENDING INSTITUTION USTED HEREON, AND T. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631 b TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAULING ?T- THE EXISTENCE OF RIGHT OF WAYS _ ,� AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. f �j. G� Q ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New "9T N�• 02365 -l0 _ 1 i SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000- 122-03- 1 .2 S.C. TAX No. 1000- 122-r03-5. 1 S .C. TAX No. 1000- 122-03- 17 SCALE 1 "=20' JULY 12, 2006 DECEMBER 22, 2006 ADDED SITE PIAN AREA DATA S.C. TAX No. 10,139.89 sq. ft. Y 1000-122-03-1.2 0.233 ac. 2P` 1000—A 22-4o. 0 03-5.1 0.9326ft. ac. 179 S.C. TAX No. 20,038.23 sq. ft. OS 1000-122-03-17 0.460 ac. TOTAL 70,795.90 sq. ft. 1.625 ac. per. 20 a 4pJ=G Gp 1 ZpNF REQUIRED PARKING 69 ' 101, A 4 R PROVIDED PARKING 69 h 444"o�� 40 q PROVIDED BUILDING AREA 6,900 sq. ft. 0 00 S �'eEy pyo � • NNAAV °o, d. \\ 'el o s _ , 41 \ i s i11101 � O ` rpA N�-A 00, 000 'bo A ^ ��'{y,`/��., ✓ 4�`,\ `J�t�' Os a t�1 ' A.�1C, 0 V J AV i \q L N 3��na sae a otiF �$ � -+ m q�� 133M15 �Idl'Jyd 'po o b F o ,o F so m c d,. ma) CC m^ m� 4 �o V6° 'L i ti i 13 ( V � a F / � <7t� 61 O01, O � Q a Ix / 10 C, t��i(� �1. 'p s 40 i n a Stir y >, 61.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner,whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large,then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: Part 1 ❑Part 2 ❑Pert 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting Information,end considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant Impact on the environment,therefore a negative declaration will be prepared. ❑B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ❑C. The project may result in one or more large and Important impacts that may have a significant impact on the environment,therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action SoL A l l 10u Name of Lvfd Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and maybe subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or Investigation. If information requiring such additional work Is unavailable, so indicate and specify each instance. Name of Action I.J V � S0 N L It T -1 " rQ J, N G"'� r•r� (� ��1�' 4�1' j�" Location of Action(Include Street Address,Municipality and County) l / S o — 1 1 -7 SO Vk\\A �A) 20A A 47a � Jif h Ns 2 � MArr7Tft"/L Name of Applicant/Sponsor t; ✓V,v 0 i— T H / k L e– Address 5 7 f P/ ex) f-- P t~ t4 C C_ , O 15 o k -1 11 City/PO F- A- iT OA A Q. i. O 1,J State ttJ- V Zip Code Business Telephone 14 Cf �_1� Name of Owner(if different) t4 R ( 00 < _ S tm. r V0'-T-i ter Cr N f` ' L,k >f f Address City/PO State Zip Code l Business Telephone Description of Action: F PLl 0 L_ i S 14 1= Y i S Ti ttJ U- S T (2 V e T–✓ P� 2Ct= ` J Cu✓UST2i✓�i j t ptvvo �} tn/ a� AVU l2 �J 'r t+ H ee c- sCa rz� 4 le I VJ Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:D Urban ®Industrial Commercial Residential (suburban) Rural (non-farm) ®Forest ElAgriculture ®Other 2. Total acreage of project area: 133 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland INon-agricultural) 3 acres acres Forested acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area acres acres j� Unvegetated (Rock, earth or fill) acres acres / 1 Roads, buildings and other paved surfaces _acres acres Other (Indicate type) 8u�\Xiny acres acres 3. What is predominant soil types) on project site? a. Soil drainage: Well drained of site Moderately well drained_% of site. Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? O acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? 1:1 Yes ® No a. What is depth to bedrock� lin feet) -lip 5. Approximate percentage of proposed project site with slopes: 110-10%_% [:]to- 15%_% 1:1 15% or greater_% 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes 5u NO 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes ®No B. What is the depth of the water table? I Z lin feet) g, Is site located over a primary, principal, or sole source aquifer? 1:1Yes O No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Yes LNo Page 3 of 21 11. Does project'site contain any species of plant or animal life that is identified as threatened or endangered? ®Yes ®No According to: Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? ElYes MNo Describe: 13. Is the project site presently used by bie community or neighborhood as an open space or recreation area? ®Yes ®No If yes, explain: 14. Does the present site irclude scenic views known to be important to the community? ®Yes ®No i i, 15. Streams within or contiguous to project area: A) 0 A) a. Name of Stream and name of River to which it is tributary N.A . 16. Lakes, ponds, wetland areas within or contiguous to project area: DNF b. Size (in acres): Page 4 of 21 17. Is the site served by existing public utilities? ®Yes ® No a. If YES, does sufficient capacity exist to allow connection? ®Yes 11No b. If YES, will improvements be necessary to allow connection? ®Yes M(No e218. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ®Yes �No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ®Yes 1No 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes No B. Project Descriptlon 1. Physical dimensions and scale of project (fill in dimensions as appropriatel• a. Total contiguous acreage owned or controlled by project sponsor: � '� 3 acres. b. Project acreage to be developed: i -"l!t 3 acres initially; 3 acres ultimately. c. Project acreage to remain undeveloped: n acres. d. Length of project, in miles: (if appropriate) �t e. If the project is an expansion, indicate percent of expansion proposed. N4 % f. Number of off-street parking spaces existing proposed g. Maximum vehicular trips generated per hour: (upon completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately I. Dimensions (in feet) of largest proposed structure: height; width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 0 5 )• i ft. 2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? N0: i= tons/cubic yards. 3. Will disturbed areas be reclaimed 0Yes ®No ®N/A a. If yes, for what intended purpose is the site being reclaimed? 1 BAVK b. Will topsoil be stockpiled for reclamation? ®Yes ®No C. Will upper subsoil be stockpiled for reclamation? ®Yes ® No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? acres, Page 5 of 21 , 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ®Yes 0 No 6. If single phase project: Anticipated period of construction: 5S months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month O year, (including demolition) c. Approximate completion date of final phase: month 1) year. d. Is phase 1 functionally dependent on subsequent phases? ® Yes ® No 8. Will blasting occur during construction? ®Yes ® No 9. Number of jobs generated: during construction a ; after project is complete 10. Number of jobs eliminated by this project L. 11. Will project require relocation of any projects or facilities? ®Yes No If yes, explain: 12. Is surface liquid waste disposal involved? ❑Yes ONo a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? ®Yes E]No Type 14. Will surface area of an existing water body increase or decrease by proposal? 11Yes 1No If yes, explain: 16. Is project or any portion of project located in a 100 year flood plain? ®Yes ONo 16. Will the project generate solid waste? ®Yes ®No a. If yes, what is the amount per month?a tons b. If yes, will an existing solid waste facility be used? RrYes ®No c. If yes, give name CvrciAoovg_.TQAdf SIA location LJTCLLz9C•> UG d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes ® No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? ®Yes ®No a. If yes, what is the anticipated rate of disposalT tons/month. b. If yes, what is the anticipated site lifer years. 19. Will project use herbicides or pesticides? OYes ®No 19. Will project routinely produce odors (more than one hour per day)? ©Yes ®No 20. Will project produce operating noise exceeding the local ambient noise levels? ®Yes UWNo rM 21.-i.Will project result in an increase in energy use? ©Yes E] No i j If yes, indicate type(s) Pk46ABLy DoT- As rJE_J "A)s7eVcT C)k) wit � 3r M02r= # A)F (aG y (ErGrCr6nuI- 22. If water supply is from wells, indicate pumping capacity N A' gallons/minute. 23. Total anticipated water usage per day 7U gallons/day. 24. Does project involve Local, State or Federal funding? M Yes 0 No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board ®Yes jClii No City Tow , Village Planning Board J" nYes ❑ No City, Town oning Board Yes ❑ No na✓� WAS -tnlc..tp r City, County Health Department IRYes 1:1No �}� errs Other Local Agencies Yes �] No Other Regional Ar�encies ❑Yes El No State Agencies ✓❑,Yes ® No 41,51.�� w�,kPYT'll- Federal Agencies 1:1 Yes ❑No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? Yes ® No If Yes, indicate decision required: Zoning amendment ® Zoning variance ❑ New/revision of master plan ❑ Subdivision Site plan ® Special use permit ❑Resource management plan ❑ Other Page 8 of 21 2. What is the zoning classification(s) of the site? l 6 (BJ�:Ieit— " R '40 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 3 o A4 a, ?�J >tNFSSys 4. What is the proposed zoning of the site? 3 C�uv I r= cc) J- V. t1 0 6. What is the maximum potential development of the site if developed as permitted by the proposed zoning? q, ND 'b SJ P " 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? to Yes ®No 7. What are the predominant land use(s) and zoning classifications within a %4 mile radius ofproposed action? 8. Is the proposed action compatible with adjoining/surrounding land uses with a '/. mile? n E3Yes 1:1 No 9. If the proposed action is the subdivision of land, how many lots are proposed? N4 I7 a. Whet is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(sl for the formation of sewer or water districts? ❑ Yes 19 No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ®Yes `' Rb a. If yes, is existing capacity sufficient to handle projected demand? Yes ❑No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑Yes to No a. If yes, is the existing road network adequate to handle the additional traffic. ❑Yes ❑No D. Informational Details // Attach any additional information as may be,heecled to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss Such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name CAJZ, 0 F TµC 1Znn-4 A 1.-C Data c2 Imo0 � Signature 1, Title If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 05/28/2008 11:05 163129$ 998 DANIEL MOONEY • PAGE 02/06 1 Town of Southold LWRP CONSISTENCY ASSESSiVIENT I.ORIVI A. INSTRUCTIONS l All applicants for pentiits* including Town of Southold agencies, shall complete this CCAF for Proposed actions that are subject to the Town 0f Southold Waterliont Consistency RecizSv Law. This assessment is intended to supplement other information used b) a Tm%u cf Southold agency i❑ snaking a determination of consistency. 'xcepr minor exempt actions including Building Permits and other ministerial permits not located within the Coastal frosion Hazard area. 2. Bctbre answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all cif Southold Points) 3. IFany question in Section C on this form is answered "yes" achievement 0f the L , then the proposed anion may affect the bVRI?policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessazy, modified prior to na -ing a detcrnlination that it is consistent to the ntaxnnum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with tate i:1VR'P policy standards and Conditions, it shall not be undertaken. n. copy of the LWRP is available in the following places: online at the To t n of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, talo Planning i)eparttncnt, libraries and the Town Clerk's office, all local B. DESCRIPTION OF SITE AND PROPOSED ACTION SC:I'Mtl The Application has beeu suhrnitted to (check appropriate response): Town Board ❑ Planning Board Building Dept. EJ Board ofTrustc'es ❑ 1 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) PeenStt, ap}iiuvaf, isse, certiTicaiion — - Nature and extent of actions Iii O5/28/2008 11:05 163129 J98 DANIEL MOONEY • PAGE 03/06 Locatiollefactiorl:` ! j- -u ._ 1 1 7S-0 M �rsir a Site acrea e C rtr rrl-raa_k Present land use: " E� 4, 41 45 2 PrescntzoningClaasitication: �l r 2 v J `�---- 2. If ani application for the proposed action has been filed frith the Town of Southold agency, the Collowing informatioll shall be provided: (a) Natlle of a 111ic;utt:_ _ _' _;'{ N_l "A �ti — (b) Dtia ling address:—? /s' i 1i•u c`_//1r -7 3 (c) Telephone number: Area Code ( }_L�5 i_ 7'7 L'v( �— -7 ((1) Application number, ifany: — Will the action be directly undet4akeu. require Cundiltg. or approvtll by a state or iederal agencvl Yes ❑ Nu® if yes,which state or federal C. DIEWFLOPLD co . ST POI tC'Y Poliey i. Foster a pattern of developnleut in the Town of Southol(t that enhances colrlluunity chan[eter. Preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWIZP Secti(ul III- Policies; Page 2 for evaluation criteria, ❑Yes ❑ No Not Applicable x.sn�lo NO0 Ct.0r✓r0¢tir.Nc vSCf : Lrsil A +� 0-4 �y� ii �cC �P d i✓'u1 0 G IV1 Q_i" µ,SI l rt't .t c°r g Fl —"LIE N lE A,vC� aJ G S Attach aAditional sheets if nccess'ary .�,�"—"--�--------..,--- - " -Policy7.-Pi•bt�C-aftld pres'ei-leliistoi'ic'atlil ari:tiaeuCo�ii:;ri resources-ofgFi:Town of��outll-old,See L�VRP SectiOu III-Policies Pages 3 through G for evaluation criteria ❑ Yes ❑ No ® Not Applicable 7tFEtLr'c AaE .v—J Hr4TV12le- Ac 05/28/2008 11:05 16312998 DANIEL M0ONEY • PAGE 04/06 AtUf;h additional sheets if necess Policy 3• Tnhatrce visual quality and protect scenic resources throughou LW1RP Section ]II-policies Pages 6 through 7 for evaluation criteria t the Town of Southold. See ❑ Yes ❑ No Not Applicable �_i ►� Poe cnu � toeogi r ✓E t4 C,4 G Attach additional shezrs ifnrccssarj �- --'—'—"--•----�— __ 4 NATURAL COAST POLICIES policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section II;C- Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No © Not Applicable Tt,IF� s r w tit (3 Gt24kA p w iTrr f3 t�Si n r N17 Pa reit g�G Pr�2 e� v — 3 U ems{ rc" Atfach additional sheets ifnecessary — Policy 5. Protect and improve water quality and supply in the Town of Southold, See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No in Not Applicable OA4V&J7' ki.) �tl 00;r-- ?s_.J`—r EAG otL�-�t ry-- ��BuJ�• -- �— /L Attach eddltional sheets ifnecessslry Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and N81il(llife habitats and wetlands Sec LWRP Sectin« III — Policies Pa es through 3! for evaluation cirtcria. .— . ❑ Yes ❑ No fk Not Applicable ........ . ... la:e�A--'•) _Tn4 i_.C)2w- a A-C4,-"Aj S rig 05/28/2008 11:05 16312§998 DANIEL MOONEY • PAGE 05/06 Attach additional sheets if necessnrq — Policy 7. Protect and improve air quality in the Town of Southold, See LNVRP Section III - Policies Pages 32 through 34 for es-aluation criteria. ❑ Yes NoJ Not Applicable / kl v-u CO N-;T-4- e,7-1 ox w c+.L w t4 i u/Lis �—�t—.. �� Wer—��1✓�A rJ !a ;4 i rL C.a .�A>, rT� G _OF�� — tr ri�CS t (�ih - -0t.�1(L 't�P� —i �! ,v C, c.✓ , rff Attach,dditional sheets if necessary ---- - — Policy 8. Nliaimize envit•onnental degradation in To�su of Southold from solid waste and hazardous substances and wastes. See LWRP Section III- Policies; Pages 34 through 38 for evaluation criteria, ❑ Yes ❑ No L•n!�I Not Applicable ,�W G `O) wIe,k G' �vi,F✓�izrl�a� PITI3LIC COAST POLICIES — Policy 9. Provide for public access to,e and rec-cation' use of, coastal waters, public lauds, and public criteria. resources of the Town of Southold. See LIVRP Section III- Policies; Pan 38 through 46 for evaluation ❑ Yes❑ No Not Applicable -7V 13 JF t1lf .(��c7 Attach additional sheets if FORKING COAST POLICIES Policy cy . ..... ... . y Protect Snuthold's water-dependent uses tnd promot ute Siting of new water-dependent uses in able l locations. See L 4VRP Section III -Policies, Pages 47 through 56 for evaluation criteria. Yes_ ❑ No"� Not:applicable 05/28/2008 11: 05 16312998 DANIEL MOONEY • PAGE 06/06 Ah[ach additional sheets if'neczssaty . Policy I1. promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary aaad�d Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. �J Yes ❑ No ® Not Applicable �7 t'Lt1} +V k Gtr $i V C;x,,vt �y r e._L- P �i RydrPF.�. Attach additional sltects if necassary Policy 12, Protect agricultural IAnds in the Town of Southold. See LW" Section III Policies; Pages 62 through 65 for evaluation criteria. ❑ 'Yes ❑ No © Not Applicable Al �-c+-�3�v✓+[ �-�y�y 0�rrc� y3a�ic.v.rs•e w:ah S'uAo� —�'t--Ll'�' Attach additional sheets if necessary ' Policy 13. Promote appropriate use and development of energy and mineral resources. See LW Section III — Policies, Pages 65 through 68 for evaluation criteria. Tcs ❑ No.0 No ( Applicable A'Kl 11 Pic f.B R rr r✓c i + G. �Fie tFe✓i�L�F2 /Y• 4-t" c✓t�.�, r7 ~tea 't-etttecl on 5/?�fr05 11:?0 A:1I - - - Town of Southold • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town) 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# - - PROJECT NAME H %) Q So ,J G t-r S: Ad�rtlaS A AW< PL- e-1LA The Application has been submitted to (check appropriate response): Town Board [I Planning Board&� Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) P (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: FZZ Nature and extent of action: �/S Location of action: 11 bou l i7—o nna�- a� Site acreage: 1•q Present land use: <Zssi Qf.'kl J Present zoning classification:_ R c A,k (Zq 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: i-, o (b) Mailing address: _- CG (1- NMArioh X1) Y 1 1 1 3 9 (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑x No❑ If yes, which state or federal agency? /i/`(.$ �. O .T C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. XYes F-1 No F� Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes El No N Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes D No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III— Policies Pages 8 through 16 for evaluation criteria Yes 11 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes E No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes 7 No ® Not Applicable 3�S Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [] Noy Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No lleRN Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No 5< Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's W-dependent uses and promote siti0of new water-dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 16XN Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes 1:1 No IL9 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY (A N i r k C fk o PA)F� TITLE Q;PQE 15&/7 A i d&- DATE 1 I a l to f= Amended on 811105 • • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE o��Of SOUT�pI Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON :Nkp (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND IySouthold, NY I11 1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: July 15, 2008 Re: Check The referenced check may now be processed. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Hudson City Savings Bank SEQR fee 122-3-17.1 $1200 5/5/08 -6674 LR ©T 'OWN OF SOUTHOLIO Purchase Order /# !_ 8487 Tax Exempt * A163554 Date Rau I au S �2n0Account #,aign^ o- Deliver and send billing to: Vendor _::k- 1441 (o` Department aQ��\ N � Pp �opr�1S Address Jr 7 L t JaQ, � � 1 L � „' Ilei t\11 ►►�1 � � VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST µ TOTAL 2e u 1-4&O c -92TR vs I4000 — 1 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN TH APPROPRIATION CHARGED Dept. ead I CERTIFJ THIS TO BE A JUST AND T E PURCH SE ORDER Supervisor VENDOR COPY MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE tf so Southold, MY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR CM 54375 State Route 25 GEORGE D. SOLOMON JOSEPH L. TOWNSEND (cor. Main Rd. &Youngs Ave.) U Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 5, 2008 Re: Checks Attached is (are) the check(s) listed below, for deposit into escrow. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Nickart Realty- Prelim Plat Subdiv 52-2-13 $1,000 5/2/08-6547 Hudson City Savings Bank-SEQRA 122-3-17.1 V72-00 --�/-5—/08 -6674 LR Enc(s). MAILING ADDRESS: PLANNING BOARD MEMBE• O f SOu P.O. Box 1179 JERILYN B.WOODHOUSE �0�� TyO� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR H Q 54375 State Route 25 GEORGE D.SOLOMON • �O (cor.Main Rd. &Youngs Ave.) y00UNiY, JOSEPH L.TOWNSEND Southold, NY � �� Telephone: 631 765-1835 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 17, 2008 Re: Checks: Hudson City Savings Bank The referenced application has been approved by the Planning Board and the check may now be processed. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. T x# Hudson City Savings Bank SP app fee 22-3-5.1 $2,288.60 4/15/08-6605 LR Enc(s). • MAILING ADDRESS: ^�PLANNING BOARD MEMBE� .1 O f S0� P.O. Box 1179 Chair JERILYN B.WOODHOUSE �O�p 1y0� - Southold, NY 11971 OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q54375 State Route 25 GEORGE D.SOLOMON �i �O (cor.Main Rd. &Youngs Ave.) y00UM'I, JOSEPH L.TOWNSEND _Q Southold, NY � l1c� Telephone: 631 765-1935 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 16, 2008 Re: Checks Attached is the check listed below. Please deposit to escrow account. Thank you. Applicant/Project Name A Tax Map Amount Check Date/No. Type # Hudson City Savings Bank SP app fee 22-3-5.1 $2,288.60 4/15/08 -6605 LR Enc(s). PHASE I ENVIRONMENTAL SITE ASSESSMENT MULTI-USE LOT ON MAIN ROAD (1 1520 THROUGH 11750), and 725 JOHNS ROAD MATTITUCK, NEW YORK 1 1 1 PREPARED FOR: ' Daniel C. Mooney, P.C. Attorney 11700 Main Road ' P.O. Box 702 Mattituck, New York 1 PWGC Project No.: DMO0701 PREPARED BY: I ' P.W. Grosser Consulting , Inc. 630 Bohemia, New Avenue, Suite 7 Bohemia, New York 1 1 716 Phone: (631) 589-6353 Fax: (631) 589-8705 Bryan A Devaux, Project Manager Email: Rocky Wenskus, Senior Hydrogeologist Email: SEPTEMBER11 PWGC-0 TABLE OF CONTENTS EXECUTIVE SUMMARY............................................... .......................................................................P 1 e 1.0 INTRODUCTION ................................................................................................................3 ' 1.1 Purpose............................................................................................................................3 1.2 Scope of Services..............................................................................................................3 1.3 Significant Assumptions....................................................................................................4 1.4 Limitations and Exceptions ...............................................................................................4 ' 1.5 Special Terms and Conditions...........................................................................................5 1.6 User Reliance....................................................................................................................5 2.0 PROPERTY DESCRIPTION AND PHYSICAL SETTING ..............................................................6 ' 2.1 Location and Legal Description .........................................................................................6 2.2 Site and Vicinity General Characteristics............................................................................6 2.3 Description of Structures and Other Improvements ...........................................................6 2.3.1 Utilities..................................................................................................................7 ' 2.4 Physical Setting.................................................................................................................8 2.4.1 Regional Geology/Hydrogeology...........................................................................8 2.4.2 Local Hydrogeology...............................................................................................9 ' 2.4.3 Flood Potential.......................................................................................................9 2.4.4 Direction and Distance to Nearest Surface Water...................................................9 2.4.5 Wetland Delineation...............................................................................................9 2.4.6 Radon Risk Evaluation...........................................................................................9 ' 3.0 PROPERTY USAGE............................................................................................................10 3.1 Current Property Usage...................................................................................................10 3.2 Current Usage of Adjoining/Surrounding Properties........................................................10 3.3 Historical Usage of Subject Property and Surrounding Properties.....................................1 1 ' 3.3.1 Subject Property..................................................................................................1 1 3.3.2 Surrounding Properties........................................................................................12 4.0 USER PROVIDED INFORMATION .......................................................................................14 ' 4.1 User Requirements..........................................................................................................14 4.2 Title Records...................................................................................................................14 4.3 Environmental Liens........................................................................................................14 4.4 Specialized Knowledge....................................................................................................14 ' 4.5 Commonly Known or Reasonably Ascertainable Information............................................14 4.6 Valuation Reduction for Environmental Issues .................................................................14 4.7 Owner, Property Manager and Occupant Information.......................................................15 ' 4.8 Reason for Performing Phase I ESA..................................................................................1 5 5.0 RECORDS REVIEW............................................................................................................16 5.1 Standard Environmental Record Sources..........................................................................16 5.1.1 Federal Databases...............................................................................................16 ' 5.1.2 New York State Databases...................................................................................19 5.1.3 EDR Databases....................................................................................................23 5.2 Additional Environmental Record Sources........................................................................24 ' 5.2.1 Freedom of Information Act Requests...................................................................24 5.2.2 Historic Environmental Report Review..................................................................24 6.0 SITE RECONNAISSANCE ...................................................................................................25 6.1 Methodology and Limiting Conditions.............................................................................25 6.2 Exterior Observations .....................................................................................................25 6.2.1 Neighboring Property Observations.....................................................................27 6.3 Interior Observations ......................................................................................................27 6.4 Aboveground Storage Tanks (AST) ..................................................................................29 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA ' PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phos.1 ESA-11700 Main Road,M.Nituck,New York PWGCO ' Slr I*EnWmmnml EnglRredng Sokkos 6.5 Underground Storage Tanks (UST).............................. .. .................................... ...............29 6.6 Hazardous and Non-Hazardous Chemical Storage and Disposal.......................................29 ' 6.7 Polychlorinated Biphenyls (PCBs).....................................................................................29 6.8 Asbestos.........................................................................................................................29 6.9 Lead-Based Paint (LBP).....................................................................................................29 ' 6.10 Mold...............................................................................................................................29 7.0 INTERVIEWS ....................................................................................................................30 7.1 Owner.............................................................................................................................30 7.2 Occupants ......................................................................................................................30 ' 7.3 Local Government Officials .............................................................................................30 8.0 FINDINGS AND OPINIONS ................................................................................................31 9.0 CONCLUSIONS AND RECOMMENDATIONS........................................................................33 ' 10.0 DEVIATIONS...........................................................................................................................35 11.0 ADDITIONAL SERVICES ...........................................................................................................36 12.0 REFERENCES...........................................................................................................................37 13.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL ....................................................................38 1 1 ■ P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologlst,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716.Branch Location-Seattle,WA ' PH 631.589.6353•F%631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mal itack,New York 1 PWGCO Slttppk ESI tnpitNedlq soMMbrc TABLE OF CONTENTS (cont.) ' TABLES TABLE 3-1 SURROUNDING PROPERTY USAGE t TABLE 3-2 SUBJECT PROPERTY HISTORICAL USAGE TABLE 3-3 SURROUNDING AREA HISTORICAL USAGE TABLE 5-1 FEDERAL DATABASES SEARCHED ' TABLE 5-2 NEW YORK STATE DATABASES SEARCHED TABLE 5-3 ADDITIONAL DATABASES SEARCHED FIGURES FIGURE 1 SITE LOCATION MAP FIGURE 2 SITE PLAN APPENDICES APPENDIX A SITE PHOTOGRAPHS ' APPENDIX B SANBORN MAPS APPENDIX C TOPOGRAPHIC MAPS APPENDIX D AERIAL PHOTOS ' APPENDIX E CITY DIRECTORY ABSTRACT APPENDIX F EDR RADIUS MAP REPORT APPENDIX G FREEDOM OF INFORMATION ACT REQUESTS APPENDIX H HISOTRIC ENVIRONMENTAL REPORTS P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7.Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Muttituck,New York ' PWGC:* S ' EXECUTIVE SUMMARY Daniel C. Mooney, Attorney at law, retained P.W. Grosser Consulting, Inc. (PWGC) to prepare a Phase I Environmental Site Assessment (ESA) of the multi-use lot located on Main Road, Mattituck, New York. The purpose of the Phase I ESA was to identify and evaluate the presence of recognized ' environmental conditions at the subject site. Recognized environmental conditions are the presence or likely presence of any hazardous substance or petroleum product under conditions that indicate an existing release, a past release or material threat of a release of any hazardous substance or ' petroleum product into structures on the property or into the ground, groundwater or surface water of the property. The work was conducted in accordance with the American Society for Testing and Materials (ASTM) Standard E 1527-05 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site ' Assessment Process), 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule) and PWGC's proposal for services. ' The subject property consists of four parcels totaling approximately 1.93-acres in size. The site has multiple improvements; the lot identified by Suffolk County Tax Map Number 1000-122-3.5.1 is improved with three buildings, the North Fork Beer and Soda Distributor, a vacant two story residential structure and a two story residential structure converted to office space. The lot identified ' by Suffolk County Tax Map Number 1000-122-3-02 is improved with one building, a one story residential structure converted to office / storage space. The lot identified by Suffolk County Tax ' Map Number 1000-122-3-17 is improved with one building (725 Johns Road), a vacant one story residential structure and the lot identified by Suffolk County Tax Map Number 1000-122-3-1.2 is a vacant unimproved wooded lot. Potential recognized environmental conditions identified at the subject property were evaluated to determine whether items initially suspected to be recognized environmental conditions are in fact recognized environmental conditions. Evaluation of potential recognized environmental conditions ' are as follows: • There is a former fire extinguisher repair/ refilling facility located at 11750 Main Road. Based upon the limited access during the investigation, there was no visible evidence of improper disposal of chemicals. Typical chemicals associated with fire extinguishers are normally gases ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 1 630 Johnson Avenue,Sulte 7•Bohemia,NY 11716•Branch location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11100 Main Road,MaRituck,Now York PWGCO ' Sltanyk EarltalnM Wh9la ill Sduian such as Carbon Dioxide (CO ) and Nitrogen (N), water based foams and dry chemicals which ' pose little environmental concern. Based upon the nature of the business, further investigation should not be required. • Each building onsite is reported to have had an associated sub-grade onsite sanitary system. ' Such sanitary systems can act as a conduit for improper discharges to reach the sub-surface. Based upon the property uses, it is unlikely that sources of impact are present. PWGC feels ' that further assessment should not be required. • PWGC identified evidence of a UST at 11750 Main Road and 725 John's Road. Leaks from such ' tanks can cause impacts to subsurface soils and groundwater. PWGC observed no signs of surface stains, but subsurface conditions are unknown. • PWGC investigated the surface stains at 11 750 Main Road and determined the vertical extent ' to be no more than one to two inches. Based upon this determination, the surface spills appear to be superficial and do not warrant further investigation. ' • There is a dental office located across the street from the beverage center. Typical compounds associated with dental offices are mercury (Hg) and silver (Ag) found in the ' amalgam used for fillings. These compounds can potentially impact the onsite sanitary system. There are no documented incidences with the sanitary system at the dental office. Based upon the location of the dental office in the apparent side-gradient direction, the immobile nature of the compounds and lack of existing issues, it does not warrant further investigation and should not affect the future use of the subject site. Based upon this Phase I, PWGC recommends a Phase II investigation be performed with the following scope of work: ' • The LISTS located near 11750 Main Road and 725 John's Road should be assessed to determine if the tank has caused impacts to the sub-surface. The USTs should be tested by a certified tank testing company. If the tank is considered to be unsound, one or more soil borings should be conducted in the vicinity of the tank to determine if subsurface impacts ' have occurred. The samples should be analyzed for VOCs and SVOCs. ' As a housekeeping issue, PWGC recommends that any debris, gas cans and the 5-gallon Texaco pail that are stored on the ground be removed from the site. As part of redevelopment, PWGC recommends connecting the site to the municipal water supply system and properly abandoning the onsite wells. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC Z 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaRituek,New York PWGCO ' Shalpk Emmmmneol EMNring Sokair 1.0 INTRODUCTION ' 1.1 Purpose Daniel C. Mooney, Attorney at law, retained P.W. Grosser Consulting, Inc. (PWGC) to prepare a Phase I ' Environmental Site Assessment (ESA) of the multi-use lot located on Main Road, Mattituck, New York. The purpose of the Phase I ESA was to identify and evaluate the presence of recognized ' environmental conditions at the subject site. Recognized environmental conditions are the presence or likely presence of any hazardous substance or petroleum product under conditions that indicate an existing release, a past release or material threat of a release of any hazardous substance or ' petroleum product into structures on the property or into the ground, groundwater or surface water of the property. ' 1.2 Scope of Services The assessment consisted of a visual inspection of the site and surrounding areas, interviews, a ' review of historical information and aerial photographs, and a review of pertinent local, state, federal and facility records. Environmental Data Resources (EDR) of Southport, Connecticut provided the ' following: a computerized database search of environmental compliance records of sites within an ASTM standard radius of the property, a Sanborn fire insurance map search, historical aerial photograph search and a historical telephone directory search. PWGC reviewed the environmental database report compiled by EDR as a part of the assessment. The ' purpose of the review was to identify reported listings for the subject property or other properties in the site vicinity. Databases reviewed included federal and state lists of known or suspected ' contaminated sites, lists of known handlers or generators of hazardous waste, lists of known waste disposal facilities, and lists of aboveground and underground storage tanks (ASTs and USTs). PWGC's review of the database has been incorporated into this report along with a copy of the EDR report. ' The work was conducted in accordance with the American Society for Testing and Materials (ASTM) Standard E 1527-05 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site Assessment Process), 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule) and PWGC's proposal for services. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 3 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattituck,Now York ' PWGCO 1.3 Significant Assumptions ' PWGC has made the following significant assumptions in the preparation of this report: 1. Groundwater Flow Direction - PWGC reviewed the Suffolk County Department of Health ' Services (SCDHS) groundwater map dated March 2002. Due to the lack of groundwater contours in the vicinity of the subject site, the map does not indicate the groundwater flow ' direction. Due to the location of the site to the Great Peconic Bay, PWGC believes the groundwater flow direction in the vicinity of the property is to the south. 2. Regulatory Records Information - PWGC assumes that all information provided by EDR 1 regarding the regulatory status of facilities within the ASTM Standard approximate minimum search distance is complete, accurate and current. 3. Other - PWGC assumes that all information provided through interviews is complete and unbiased. 1.4 Limitations and Exceptions The conclusions presented in this report are professional opinions based on the data described in this report. These opinions have been arrived at in accordance with currently accepted engineering and hydrogeologic standards and practices applicable to this location, and are subject to the following inherent limitations: 1. The data presented in this report are from visual inspections, examination of records in the public domain, and interviews with individuals having information about the site. The passage of time, manifestation of latent conditions, or occurrence of future events may require further exploration of the site, analysis of data, and re-evaluation of the findings, observations, and conclusions presented in this report. 2. The data reported and the findings, observations, and conclusions expressed are limited by ' the scope of work. The scope of work was defined by the request of the client. 3. No warranty or guarantee, whether expressed or implied, is made with respect to the data ' reported, findings, observations, or conclusions. These are based solely upon site conditions in existence at the time of the investigation, and other information obtained and reviewed by PWGC. ' 4. PWGC's Phase I ESA report presents professional opinions and findings of a scientific and technical nature. While attempts were made to relate the data and findings to applicable environmental laws and regulations, the report shall not be construed to offer legal opinion or representations as to the requirements of, nor compliance with, environmental laws, rules, or P.W,Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologlst,PC 4 630 Johnson Avenue,Suite 7•Bohemio,NY 11716•Branch Location-Seanle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattituck,New York PWGCO Sltt l*Eialiv mMd Eeywe laiI SdsdaIa regulations, or policies of federal, state, or local government agencies. PWGC does not ' assume liability for financial or other losses or subsequent damage caused by or related to any use of this document. 5. The conclusions presented in this report are professional opinions based on data described in ' this report. They are intended only for the purpose, site location, and project indicated. This report is not a definitive study of contamination at the site and should not be interpreted as ' such. 6. This report is based, in part, on information supplied to PWGC by third-party sources. While ' efforts have been made to substantiate this third-party information, PWGC cannot attest to the completeness or accuracy of information provided by others. ' 1.5 Special Terms and Conditions Authorization to perform this assessment was given by written authorization between Daniel Mooney and PWGC. 1.6 User Reliance This report was prepared for the exclusive use of Daniel Mooney, Attorney at Law. PWGC assumes no ' liability for use of this report by any person or entity other than the client for which it was prepared. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 5 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Matlituck,Now York PWGCO skttlegk6rka.trdalEaElNwkgslalliola 2.0 PROPERTY DESCRIPTION AND PHYSICAL SETTING ' 2.1 Location and Legal Description The subject properties are multi-use lots located on Main Road and John's Road, Mattituck, New York. ' The sites are identified by Suffolk County Tax Map Numbers 1000-122.00-03.00-02, 1.2, 5.1 and 17. Figure 1 illustrates the site location on the United States Geological Survey (USGS) 7.5-minute series ' topographic map for the East Hampton, New York quadrangle. 2.2 Site and Vicinity General Characteristics The subject property consists of four parcels totaling approximately 1.93-acres in size. The following table identifies the uses of the buildings: uffolk COUnty Tax Map Number Street Address Use ' 1000-122-3-5.1 11 520 Main Road Commercialro ert Bevera a distributor 1000-122.3-5.1 11600 Main Road Unoccupied two story residential structure with cellar used for storage of files ' 1000-122-3-5.1 11700 Main Road Occupied two story residential structure with cellar used as offices ace. 1000122-3-02 11750Main Road Unoccupied one story residential structure used as office storage space 1000-122-3-17 725 John's Road Unoccupied one story residential structure with cellar 1000-122-3-1.2 1 NO ADDRESS Vacant unimproved wooded lot 2.3 Description of Structures and Other Improvements As shown in the above table the subject property is improved with five buildings discussed below: 11520 Main Road(North Shore Beer and Soda Beverage Center) This is a one story masonry (brick and stucco) commercial building with a small cellar that is utilized for the storage and distribution of various beverages and party supplies. The rear portion of the ' building was relatively new and was of metal frame construction. On the rear portion of the lot PWGC identified a 1,000 gallon capacity liquefied propane tank used for the sale of propane. ' 1 1600 Main Road(Vacant former office space) This building is a vacant two story wood frame residential structure with cellar that was formerly ' utilized as office space. In the 1980's the office that was situated in this building was moved next door to 11 700 Main Road. This building is now unoccupied and used as storage space for files and various other supplies. 1 ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologlst,PC 6 630 Johnson Avenue,Suite 7-Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mnitituck,New York 1 PWGCO 1 1700 Main Road(Current office space for Daniel Mooney) ' This is a two story wood frame residential structure with cellar. This building was converted to office space. ' 11750 Main Road(Current office/storage space for fire extinguisher company) This is a one story wood frame residential structure with suspected cellar. This building was ' converted to office / storage space for a fire extinguisher refilling company. This building was not accessible at the time of the inspection. ' 725 John's Road(Vacant Residence) This is a one story wood frame residential structure with cellar. The building was unoccupied at the ' time of the inspection. PWGC identified a carport and small shed in the rear of the lot. ' 2.3.1 Utilities Utility services were provided to the property as follows: • Heating/Cooling System - ' 0 11520 Main Road (North Shore Beer and Soda Beverage Center) is heated by forced air supplied by a fuel oil burner in the basement of the building. The fuel oil tank is located on the southern wall outside the building. 0 11600 Main Road (Vacant former office space) is not currently heated. Formerly heated by a fuel oil burner supplied by a 275-gallon AST in the basement. 0 11700 Main Road (Current office space for Daniel Mooney) is heated by a forced air supplied by a natural gas burner supplied by KeySpan gas. 0 11750 Main Road (Current office / storage space for fire extinguisher company) appears to be heated by a fuel oil burner supplied by an underground storage tank located on the north side of the building. 0 725 John's Road (Vacant Residence) is not currently heated. It appears to have been heated by a fuel oil burner supplied by an underground storage tank located on the ' south side of the building. • Sanitary System - Each of the buildings has sub-grade onsite cesspools. • Water Supply - Public water is available in the area, however, the buildings on the subject site are not connected. The buildings were identified as having onsite well-water. Electric - Electric service is supplied by Long Island Power Authority (LIPA). At the time of the ' inspection, PWGC was unable to determine if 11 750 Main Road still had electrical service. Two ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologist,PC 7 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•ww..pwgrosser.com Phase I ESA—11700 Main Road,Mat ituck,New York PWGCO Shal"k Enrirannamal EtpiMMnt ShcMids buildings (11600 Main Road and 725 John's Road) did not currently have electric service, however, the service was formerly provided by LIPA. ' 2.4 Physical Setting The topography of the site and surrounding area was reviewed from the USGS 7.5-minute series ' topographic map for the Riverhead, New York quadrangle. The property has an elevation of approximately 15 feet above the National Geodetic Vertical Datum (NGVD). In general, the property and surrounding area is level. Regional physiographic conditions are summarized as follows: ' 2.4.1 Regional Geology/Hydrogeology The geologic setting of Long Island is well documented and consists of crystalline bedrock composed of schist and gneiss overlain by layers of unconsolidated deposits. ' Immediately overlying the bedrock is the Raritan Formation, consisting of the Lloyd sand confined by the Raritan Clay Member. The Lloyd sand is an aquifer and consists of discontinuous layers of gravel, ' sand, sandy and silty clay, and solid clay. The depth to the top of the Lloyd at the site is approximately 900 feet below land surface and the aquifer is approximately 100 feet thick. The Raritan clay occurs at approximately 800 feet below grade. The average thickness of the Raritan clay in the vicinity of the site is 650 feet. The Raritan clay is relatively impermeable, and effectively hydraulically isolates the Lloyd Aquifer from overlying aquifers. The Raritan Clay is a solid and silty ' clay with few lenses of sand and gravel; abundant lignite and pyrite; and gray, red or white in color. Above the Raritan Clay lies the Magothy Formation. The Magothy Aquifer consists of layers of fine to coarse sand of moderate to high permeability, with inter-bedded lenses of silt and clay of low permeability resulting in areas of preferential horizontal flow. Therefore, this aquifer generally ' becomes more confined with depth. The depth to the top of the Magothy is approximately 150 feet below land surface and is estimated to be 650 feet thick in the area of the subject property. 1 The Magothy Aquifer is overlain by the Upper Glacial Aquifer. The Upper Glacial Aquifer is the water table aquifer at this location and is comprised of medium to coarse sand and gravel with occasional thin lenses of fine sand and brown clay. This aquifer extends from the land surface to the top of the Magothy and, therefore, is hydraulically connected to the Magothy Aquifer. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC Ei 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Makituck,New York PWGC4a Skahpi[Emitoremnml Enyimering Selom Soils at the site are classified by the United States Department of Agriculture's Soil Conservation ' Service as Deerfield and Cut and Fill Land, indicating the soils are moderately well and well drained and have a moderately coarse and coarse texture. Additional information regarding the soil classification is also included in the EDR report (Appendix Q. ' 2.4.2 Local Hydrogeology Based upon the site elevation and the proximity of the site to surface water, the depth to groundwater is estimated to be located approximately 12 feet below grade. No public water supply wells were identified within the search radius of the subject site. ' 2.4.3 Flood Potential PWGC reviewed the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRMS) to determine if the subject property is located within the 100-year or 500-year flood zones. Based upon the FIRM data, the subject property is not located in either the 100-year or 500-year flood ' plain. However the subject property is located within Zone X (light gray) which indicates that it is in an area of moderate or minimal hazard - areas of 500-year flood (0.25% chance per year); areas of 100-year flood (1% chance per year) with average depths of less than 1 foot. Properties identified in this zone do not require flood insurance. 2.4.4 Direction and Distance to Nearest Surface Water The nearest surface body of water is a tributary of James Creek located approximately 400 feet south of the subject property. 2.4.5 Wetland Delineation A review of the EDR database search, which includes State and Federal wetlands, indicates that the nearest wetlands is associated with the tributary of James Creek located approximately 550 feet south of the subject property. ' 2.4.6 Radon Risk Evaluation Radon is a colorless, radioactive; inert gas formed by the decay of radium and may be present in soils ' and rocks containing granite, shale, phosphate and pitchblende. The USEPA's "Map of Radon Zones for New York State', September 1993 indicates that Suffolk County is not a radon risk area. The EDR ' report provides information from the New York State Department of Health radon survey which indicates that 100% of those sites tested in Suffolk County were below the United States Environmental Protection Agency (USEPA) radon action level of 4 Pico curies per liter (pCi/L) in the living area. ' P.W.Grosser Consulting,Inc.P.W.Grosser Consulting Engineer&Hydrogeologist,PC 9 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaRitack,New York ' PWGCja Strategic Emimlanelad Elynsarki Walsall; ' 3.0 PROPERTY USAGE 3.1 Current Property Usage At the time of the site inspection, the subject site was occupied by one commercial building and four ' mixed-use / residential buildings. The commercial building, North Fork Beer and Soda Distributor, is located at 11520 Main Road. This building had a 275-gallon AST and a liquefied petroleum tank for the sale /distribution of petroleum. ' The four remaining buildings onsite were mixed-use / residential buildings. The building located at 11600 Main Road was vacant and utilized for storage of files and supplies. This building had an associated 275-gallon AST in the basement. The building located at 11 700 Main Road was utilized as office space converted from a residential structure. There was no evidence of underground or above ground storage tanks associated with this building. The building located at 11750 Main Road was ' unavailable during the time of the inspection, however, PWGC identified a remote fill and vent located on the northern side of the building which indicates the possible presence of an underground storage tank. This building was utilized as office space and storage and maintenance of fire extinguishers. ' The building located at 725 John's Road was a vacant residential structure. PWGC identified a remote fill and vent located on the southern side of the building which indicates the possible presence of an ' underground storage tank. The lot located north of the building at 725 John's Road was a vacant wooded lot. 3.2 Current Usage of Adjoining/Surrounding Properties The surrounding area is predominantly commercial / residential uses. A summary of the surrounding properties is as follows: Table 3-1 - Surrounding Property Usage ' Direction . Description North Bordered by a dirt road leading to the rear portion of a house located on John's Road. South The main lot including the beverage center is bordered by a building associated with East End Sporting Goods. South of 725 John's Road is a vacant lot. East Bordered by a John's Road. Further east are residential houses. West Bordered by Main Road. Across Main Road are residential homes, a dentist's office and Surfside 3 Marina Showroom. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC to 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Ma"ituck,New York PWGCO ' Slrmepk Emiromwpol EnElneerinE Sdutiom 3.3 Historical Usage of Subject Property and Surrounding Properties ' Historical sources researched to determine past usage of the subject property and surrounding properties are as follows: Sanborn Fire Insurance Maps - Environmental Data Resources (EDR) was retained to provide historical Sanborn fire insurance maps of the subject and adjacent properties. Sanborn maps for the ' subject property and surrounding area were available for the years 1929, 1947 and 1965. The Sanborn maps show the subject site and the surrounding properties as being developed back to 1929. A copy of Sanborn maps is included as Appendix B. Historical Topographic Maps - Historical topographic maps for the subject property and surrounding area were reviewed for the years 1904, 1944, and 1956. In general, the topographic maps show the immediate site area around the subject property as being developed back to 1904. The general area, however, seems to be less developed. More development of the surrounding areas of the subject property is evident on the 1976 map. Due to the resolution of the maps, details of the site and surrounding properties are not possible from this source. Copies of historical topographic maps are included as Appendix C. ' Historical Aerial Photographs - PWGC performed a review of readily available aerial photographs showing the subject property and surrounding area. Photographs from 1954, 1961, 1976, 1980, and 1994 were reviewed. The review is summarized in Sections 3.2 and 3.3. A copy of the aerial photograph search is included in Appendix D. City Directory Abstract - EDR was retained to provide a directory of historical telephone listings at the subject property and surrounding properties. Since the vacant lot does not have a street number related to it, a search was performed on a neighboring property. Listings from 1974 through 1995 were provided and reviewed. The subject property was not-identified in any of the listings provided. 3.3.1 Subject Property A Historical usage of the subject property, identified through historical records review, is summarized below. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologist,PC 11 ' 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631,589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattituck,New York PWGCO Slraleyk Eadtollnlemol Enpittetillp Sllillllglf Table 3-2 - Subject Property Historical Usage D.te(s) Source Description There appears to be two buildings on the subject site located on 1929 SB Main Road. One is identified as a dwelling and the other is identified as a possible detached garage associated with the dwelling. There is no indication of john's Road. 1947 - 1954 SB/AP An additional dwelling southwest of the dwelling identified on the 1929 map is identified on the 1947 Sanborn map. Two additional buildings a movie theater (possible drive-in) and a restaurant are located on the southern potion of the subject 1961-1965 SB/AP property on Main Road. The detached garage is not identified on the 1965 map. The locations of the buildings appear consistent with current conditions. 1976-1994 AP Appears consistent with current conditions Sources: SB - Sanborn Map; TM - Historical Topographic Map; AP - Aerial Photograph; The occupancy of the site predates available records which date back to 1929. The historical information reviewed for the subject site indicates that the property was utilized as residential dating back to 1929 and residential / commercial use dating back to 1961 . No tanks were identified on the ' Sanborn Maps. No other information about the site was available from the historic documents. 3.3.2 Surrounding Properties Historical usage of the properties surrounding the subject property, identified through historical records review, is summarized as follows: ' Table 3-3 - Surrounding Area Historical Usage Source Description' The immediate vicinity of the subject property is shown to have 1929 SB been partially developed with residential homes north, south and west of the subject property. A gas station and Montdale Lodge ' (Boarding) are identified southwest of the subject ro ert . The immediate vicinity of the subject property is shown to have been partially developed with residential homes north, south and 1947 - 1954 SB/AP west of the subject property. There also appears to be wooded areas in the direct vicinity of the subject property. The gas station and boardinq facility are still present. The residential properties are similar to the conditions stated above. ' The building associated with the gas station is identified as being 1961-1965 SB/AP vacant on the 1965 Sanborn Map. There is another building identified as boat sales and engine repair southwest of the subject property. ' 1976-1994 AP Appears consistent with current conditions Sources: SB - Sanborn Map; TM - Historical Topographic Map; AP -Aerial Photograph; CD - City Directory Abstract ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 12 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattituck,New York r PWGCAk rStmmgk Endmnmmwl Enginwring Solnim ' Historical information reviewed for the properties surrounding the subject property revealed that the surrounding area was originally developed as residential / commercial use. Commercial buildings / residential homes are present to the west and southwest. Commercial and residential development of ' the surrounding area first started in 1929 with significant development beginning in 1961. Historical records indicated a gas station located less than 1/8 mile southwest of the subject property in the ' side-gradient direction. 1 r r r 1 r 1 r r r r P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologia,PC 13 ' 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch location-Seattle,WA PH 631.569.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattiruck,New York 1 PWGC4& Sn"k Etetraimemd tnoinwing 5dom 4.0 USER PROVIDED INFORMATION ' 4.1 User Requirements The user of a Phase I Report, as per the EPA AAI Rule and ASTM El 527-05 has certain responsibilities which include providing the following information, if available, to PWGC to be included within the Phase I Report. 4.2 Title Records Title records for the site may contain information about past owners and uses of the subject property. The title report may also contain site information such as restrictive declarations which are limitations on site uses based upon know environmental conditions. As of the date of this report the user has not provided PWGC with a title search nor has indicated to PWGC that one should be performed. 4.3 Environmental Liens ' An environmental lien is a charge, security or encumbrance upon title to a property to secure the payment of a cost, damage, debt, obligation, or duty arising out of response actions, cleanup or other remediation of hazardous substances or petroleum products upon a property, including, but not ' limited to, liens imposed pursuant to CERCLA 42 USC § 9607 (1) & 9607(r) and similar state and local laws. The user has not made PWGC aware of any environmental liens against the subject property. PWGC gave the user the option of having PWGC perform an environmental lien search, but PWGC was not instructed to perform such search. I 4.4 Specialized Knowledge The user has indicated to PWGC he has no specialized knowledge about the subject property. ' 4.5 Commonly Known or Reasonably Ascertainable Information There is no commonly known information about the subject property. 4.6 Valuation Reduction for Environmental Issues To the best of PWGC's knowledge, there have been no adjustments to the subject parcels value due to environmental issues. read:..,..._... P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 14 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaRituck,New York PWGC4& Shaepk Emitpmminl ElpiMennp SoWliac 4.7 Owner, Property Manager and Occupant Information The owner's of the properties identified in this report are as follows: Mrs. Maureen Mooney is the current owner of the properties located at 11520, 11600 and ' 11700 Main Road, • 725 John's Road is owned by Mister's Brendan and Kiernan Mooney, The vacant lot to the north of 725 John's Road is owned by Ms. Deidre Mooney, and • 11750 Main Road is currently owned by Leonard and Marjorie Llewelwyn. Mr. Mooney is purchasing the property from Mr. and Mrs. Llewelwyn in order to re-develop the site as part of the re-development activities of the other sites. There is one company, the North Fork Beer and Soda Beverage Center, which rents space from Mrs. Maureen Mooney. The Beverage center has been operating at this site since circa 1961. Mr. and Mrs. Llewelwyn owned and operated a Fire Extinguisher re-filling company at 11750 Main Road. According to Mr. Mooney, Mr. and Mrs. Llewelwyn are retired and sold the business to a company on the south shore and are selling the building and property to Mrs. Mooney. ' 4.8 Reason for Performing Phase I ESA The Phase I ESA was performed at the request of Mr. Daniel Mooney on the basis of a proposed property redevelopment. Future plans for the property, as indicated by Mr. Mooney, include the demolition of the existing buildings and redevelopment of a bank and office building. P.W.Grosser Consulting,Inc•P.W.Grosser Conwhing Engineer&Hydrogeologist,PC 15 ' 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,McRituck,New York PWGCAk ' Slnt*Elahr isantol Engineering SoWbm 5.0 RECORDS REVIEW ' 5.1 Standard Environmental Record Sources Environmental Data Resources (EDR) of Southport, Connecticut was retained to provide a ' computerized database search of the project area within an ASTM-standard radius of the subject property. A list of the databases searched and the search radius is shown on the summary table below. PWGC reviewed the database output to determine if the property appears on any of the regulatory agency lists. Detailed information concerning each database list is provided in the EDR report (Appendix F). A summary of standard environmental record sources researched is as follows: ' 5.1.1 Federal Databases ' The table below summarizes the Federal databases that were searched. Table 5-1 - Federal Databases Searched Agency Listing Name or Abbreviation Search USEPA National Priority List NPL 1.0 mile ' USEPA National Priority List Deletions Delisted NPL 0.5 mile USEPA Comprehensive Environmental Response CERCLIS 0.5 mile Compensation and LiabilityAct Re ist USEPA CERCLIS No Further Remedial Action Planned CERCLIS-NFRAP 0.5 mile USEPA Resource Conservation and Recovery Act' CORRACTS 1.0 mile Corrective Action Activit USEPA Resource Conservation and Recovery Ac[ RCRA TSD 0.5 mile Treatment/Storage/Disposal Facilities Resource Conservation and Recovery Act Subject USEPA Small/Large Quantity Hazardous Waste RCRA SQG/LQG Property and Generators Adjoining USEPA Federal Institutional/Engineering Control US INST/ENG Subject ' reciistries Controls Property USEPA Emergency Response Notification System ERNS Subject Property USEPA Superfund (CERCLA) Consent Decrees CONSENT 1.0 mile USEPA Records of Decision ROD 1.0 mile USEPA Mines Master Index MINES 0.25 mile ' National Priority List - The National Priority List (NPL) is the Environmental Protection Agency (EPA) database of uncontrolled or abandoned hazardous waste sites identified for priority remedial actions under the federal Superfund Program. P.W.Grosser Consulting,Inc.P.W.Grosser Consulting Engineer&Hydrogeologist,PC 16 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.conn Phase I ESA—11700 Main Road,Mattitack,New York PWGCO Shmapk Emkametlal Etgimming Sdulkm Neither the subject site nor any properties within the search radius were identified as NPL sites. National Priority List Deletions - National Priority List Deletions are sites that have been removed from the National Priorities List. Sites are deleted where the EPA has determined that no further response is appropriate. ' Neither the subject site nor any properties within the search radius were identified as delisted NPL ' sites. CERCLIS - The Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) list is a compilation of sites that the EPA has investigated or is currently investigating for a release or threatened release of hazardous substances. Neither the subject site nor any properties within the search radius were identified as CERCLIS sites. ' CERCLIS-NFRAP - No Further Remedial Action Planned (NFRAP) sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL). Neither the subject site nor any properties within the search radius were identified as CERCLIS-NFRAP sites. RCRA CORRACTS - The RCRA Corrective Actions (CORRACTS) database is the EPA's list of hazardous ' waste treatment, storage or disposal facilities subject to corrective action under RCRA. Neither the subject site nor any properties within the search radius were identified as RCRA CORRACTS sites. RCRA Treatment, Storage and Disposal - The EPA Resource Conservation and Recovery Act (RCRA) program identifies and tracks hazardous waste from the point of generation to the point of disposal. ' The RCRA Treatment, Storage and Disposal (TSD) database is a compilation of reporting facilities that treat, store or dispose of hazardous waste. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 17 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattituck,New York 1 PWGCAk ' Snt*Emitmmmel Elgtaseriap Sekeia s ' Neither the subject property nor any property within % mile of the subject property is identified as a RCRA TSD site. ' RCRA Generators - The RCRA Generators database is a compilation of reporting facilities that generate hazardous waste. A Small Quantity Generator (SQG) is a site which generate more than 100 and less than 1000 kg of hazardous waste during any one calendar month and accumulates less than 6000 kg of hazardous waste at any time; or a site which generates less than 100 kg of hazardous ' waste during any one calendar month and accumulates less than 1000 kg of hazardous waste at any time. Large Quantity Generators (LQG) generate more that 1000 kg of hazardous waste per month. ' The subject site was not identified as a RCRA-SQG/LQG site. There were no RCRA-LQG sites identified within A mile of the subject site. Five RCRA-SQG sites, Deluxe Cleaners, Chemical Pollution Control, ' Inc., Mattituck High School, S & S Petroleum and Tyler's Automotive Inc., are located within the search area. None of the five RCRA-SQG properties identified are on adjoining properties to the subject site. Based upon the location of each of the SQG sites, PWGC feels it is unlikely that they have affected the ' subject site. ' Federal Institutional/Engineering Controls - Federal Institutional/Engineering Controls databases list sites with institutional/engineering controls in place. Institutional controls include administrative ' measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. 1 Neither the subject property nor any surrounding property is identified in the Federal Institutional/Engineering Controls databases. Emergency Response Notification System - The Emergency Response Notification System (ERNS) is a ' national database used collect information on reported releases of oil or hazardous substances. ' The subject property is not identified in the ERNS databases. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 18 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.conn Phase I ESA—11700 Main Road,Ma"Ituck,New York PWGCAD tS#Q"K Emitamrnld boWN4 Solman Superfund Consent Decrees - The Superfund Consent Decrees (CONSENT) list identifies major legal ' settlements that establish responsibility and standards for cleanup at NPL sites. Neither the subject property nor any property within one mile of the subject property is identified as a CONSENT site. Records of Decision - Record of Decision (ROD) documents mandate a permanent remedy at an NPL ' site containing technical and health information to aid in the cleanup. t Neither the subject property nor any property within one mile of the subject property is identified as a ROD site. ' Master Mines Index - The Master Mines Index (MINES) file contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. ' Neither the subject property nor any property within Y4 mile of the subject property is listed in the ' MINES database. 5.1.2 New York State Databases The table below summarizes the State databases that were searched. Table 5-2 • New York State Databases Searched Agency Listing Name or database Searched Abbreviation Search Distance NYSDEC Inactive Hazardous Waste Disposal Sites in New SHWS 1.0 mile York State NYSDEC Hazardous Substance Waste Disposal Site Study HSWDS 0.5 mile NYSDEC Solid Waste Facility Register SWF 0.5 mile ' NYSDEC Registered Recycling Facilities SWRCY 0.5 mile NYSDEC Registered Waste Tire Storage Facilities SWTIRE 0.5 mile NYSDEC Leaking Underground Storage Tank Sites LTANKS 0.5 mile ' Subject NYSDEC Petroleum Bulk Storage (PBS) UST/AST Property and Adjoining Subject NYSDEC Chemical Bulk Storage (CBS) CBS AST/UST Property and Adjoining ' NYSDEC Institutional/Engineering Control registries INST/ENG Subject Controls Property NYSDEC Voluntary Cleanup Agreements VCP 0.5 mile 1 t P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 19 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase 1 ESA—11700 Main Road,MaRituck,New York PWGCAk SftQI*EMinimm al Engineering SA*m Agency Distance NYSDEC Brownfield sites Brownfields 0.5 mile NYSDEC Major Oil Storage Facilities MOSF 0.5 mile NYSDEC New York State Spills NYSPILLS 0.125 mile NYSDEC Dry Cleaner Site Drycleaners 0.25 mile ' New York State Inactive Hazardous Waste Disposal Sites - The New York State Department of Environmental Conservation (NYSDEC) maintains a state priority list of Inactive Hazardous Waste Disposal Sites (SHWS) considered to be actually or potentially contaminated and presenting a possible threat to human health and the environment. Referred to as the State Superfund Program, the ' Inactive Hazardous Waste Disposal Site Remedial Program is the cleanup program for inactive hazardous waste sites and now includes hazardous substance sites. ' Neither the subject property nor any property within one mile of the subject property is identified as a SHWS site. ' Hazardous Substance Waste Disposal Site Study - The Hazardous Substance Waste Disposal Site ' Study (HSWDS) list includes any known or suspected hazardous substance waste disposal sites. Also included are sites delisted from the SHWS registry and non-registry sites that EPA Preliminary Assessment reports or Site Investigation reports were prepared. 1 Neither the subject site, nor any sites within the search radius were identified on the HSWDS ' database. ' Solid Waste Facility Register - The NYSDEC Solid Waste Facility Register (SWF) records contain an inventory of solid waste disposal facilities or landfills in New York State. ' Neither the subject site nor any properties within the search radius were identified as a SWF facility. Registered Recycling Facilities - The Registered Recycling Facilities List (SWRCY) is a NYSDEC list of recycling facilities. Neither the subject site nor any properties within the search radius were identified as a SWRCY facility. I P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 20 t 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Ma"ituck,New York PWGC 4 ' Wa*Emkanminki Engineering Sohl m ' Registered Waste Tire Storage Facilities - The Registered Recycling Facilities List (SWTIRE) is a NYSDEC list of Registered Waste Tire Storage & Facility List. Neither the subject property nor any property within Yz mile of the subject property is listed as a SWTIRE site. ' Leaking Underground Storage Tank Sites -.The Leaking Underground Storage Tank Sites (LTANKS) ' database contains a NYSDEC inventory of reported leaking storage tank incidents. They can be either leaking underground storage tanks or leaking aboveground storage tanks. The causes of the incidents are tank test failures, tank failures or tank overfills. ' The subject property is not identified as an LTANK site. Four LTANK sites were identified within the ' search area of the report. No LTANK sites were identified on neighboring parcels. The four LTANK sites have been closed by the New York State Department of Environmental Conservation (NYSDEC). Due to the closed status of these spills, PWGC feels it is unlikely they have impacted the subject site. Petroleum Bulk Storage - The NYSDEC Petroleum Bulk Storage - Underground Tanks (UST) database ' lists facilities with a petroleum storage capacity of more than 1,100 gallons and less than 400,000 gallons. The NYSDEC Petroleum Bulk Storage - Aboveground Tanks (AST) database lists facilities with ' registered above ground storage tanks. The subject site is not identified as being a AST/UST site. The EDR report does indicate the presence of five AST and UST sites within the search area of the report. The UST sites are listed due to their storage of gasoline, diesel, waste oil and kerosene. None of these sites were identified on neighboring parcels. One site that had gasoline and diesel LISTS was identified on a property located approximately t/. mile up-gradient. The two other sites were identified on properties located approximately Y. mile side-gradient. Sites with tanks don't necessarily represent an environmental condition. Sites with spills will be addressed in the appropriate section of the report. ' Chemical Bulk Storage - The Chemical Bulk Storage (CBS) database is a NYSDEC list of facilities that store regulated hazardous substances in aboveground tanks (AST) with capacities of 185 gallons or greater or underground tanks (UST) of any size. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 21 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaBituck,New York PWGCO ' Str"k Emiwmal Enill wring Wim Neither the subject site nor any properties within the search radius were identified as being a CBS ' sites. Institutional/Engineering Controls - NYSDEC list of Environmental Remediation sites with Institutional or Engineering Controls in place. The subject property is not identified in the NYSDEC Institutional/Engineering Controls databases. Voluntary Cleanup Agreements - The NYSDEC Voluntary Cleanup Program (VCP) database identifies brownfield sites undergoing private sector cleanup as part of redevelopment. Neither the subject site nor any sites within the search radius were identified as VCP sites. ' Brownfields - A Brownfield is any real property where redevelopment or re-use may be complicated ' by the presence or potential presence of a hazardous waste, petroleum, pollutant, or contaminant. Neither the subject property nor any site within Y2 mile of the subject property was identified as a ' Brownfield site ' Major Oil Storage Facilities - The NYSDEC Major Oil Storage Facilities (MOSF) database lists facilities or vessels with a petroleum storage capacity of more than 400,000 gallons. ' Neither the subject site nor any sites within the search radius were identified as MOSF sites. ' New York State Spills - The New York State Spills Information Database (NYSPILLS) contains data collected on chemical and petroleum spill incidents reported to NYSDEC since April 1, 1986. 1 The subject site has not been identified in the NYSPILLS database. Two spill sites were identified within the search area of the report. These spill sites are not identified as being located on a neighboring parcel and have been identified as being closed by the NYSDEC. Based upon the closed status of both the spills and their location in a side-gradient direction both approximately 400 feet ' from the subject property, it is unlikely that the subject site has been impacted by these NYSPILLS sites. ' P.W.Grosser Consulting,Inc.P.W.Grosser Consulting Engineer&Hydrogeologist,PC ZZ 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phos.I ESA—11700 Main Road,MaRiluck,New York PWGCO ' Slrmepk EiwirptmnNl Eiipineuiiq Solidiat8 5.1.3 EDR Databases The table below summarizes the EDR databases that were searched. Table 5-3 -Additional Databases Searched ' Agency Listing Name or database Searched Abbreviation DistanceSearch EDR Manufactured Gas Plants MGP 1.0 mile ' EDR Historical Auto Stations HAS 0.25 mile EDR Historical Drycleaners HDC 0.25 mile ' Manufactured Gas Plants -The EDR Proprietary Manufactured Gas Plant Database includes records of ' coal gas plants (manufactured gas plants) compiled by EDR's researchers. Manufactured gas plants (MGP) were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and ' water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar, sludges, oils and other compounds are potentially hazardous to human ' health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Neither the subject site nor any sites within the search radius were identified on the MGP database. Historical Auto Stations - EDR has searched selected national collections of business directories and ' has collected listings of potential Historical Auto Stations (HAC) sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. Neither the subject property nor any site within t/a mile of the subject property was identified as a ' HAC site. ' Historical Drycleaners - EDR has searched selected national collections of business directories and has collected listings of potential Historical Drycleaner (HDC) sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, ' include dry cleaning establishments. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 23 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mat ituck,New York ' PWGCO Strmepk ERdrdI111e1A01 flgiMetinp Sduiaa Neither the subject property nor any site within t/e mile of the subject property was identified as a ' HDC site. 5.2 Additional Environmental Record Sources 5.2.1 Freedom of Information Act Requests Freedom of Information Act (FOIA) requests were sent to the United States Environmental Protection ' Agency, Region II (USEPA), the New York State Department of Environmental Conservation, Region I (NYSDEC), the Suffolk County Department of Health Services (SCDHS), and the Town of Southold. ' Copies of the FOIA requests are included in Appendix G. The FOIA requests were sent to the above agencies on August 24, 2007. As of the date of this report, PWGC has not received a response from the above agencies with respect to the FOIL requests. Should a response to the FOIL requests be received following the completion of the report, PWGC will review ' the data and prepare an addendum to the report as required. A copy of the NYSDEC, EPA and SCDHS requests is included in Appendix G. ' 5.2.2 Historic Environmental Report Review PWGC has not been provided any historic environmental reports on the subject property. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 24 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaRituck,New York 1 ' PWGC-0 Strmepk Emimmlenlal Engineering Solui m ' 6.0 SITE RECONNAISSANCE 6.1 Methodology and Limiting Conditions Mr. Rocky Wenskus of PWGC performed the site inspection of the four lots located on Main Road and John's Road, Mattituck, New York on Tuesday, August 21, 2007 beginning at 10:45 AM. Weather conditions during the inspection were light to moderate rain, with a temperature of approximately 700 Fahrenheit. ' Mr. Wenskus was allowed to inspect a majority of the site and buildings unescorted. However, during the inspection of the beverage center, Mr. Wenskus was escorted by Mr. Erik Lauinger. Mr. Lauinger is the owner/ operator of the beverage center. The site inspection consisted of an inspection of the two lots located on Main Road and the two lots located on John's Road as well as cursory visual inspection of the neighboring properties from the subject site. 6.2 Exterior Observations ' The exterior of the property consists mainly of asphalt paved parking and landscaped areas as well as five buildings. The five buildings are identified as: • 11520 Main Road - North Fork Beer and Soda; Beverage Center, ' 11600 Main Road - Vacant former residential space converted to office space, • 11700 Main Road - Occupied residential space converted to office space, • 11750 Main Road - Occupied office / storage space, and • 725 John's Road - Vacant residential space 11520 Main Road(North Shore Beer and Soda Beverage Center) • There was a 275-gallon aboveground storage tank (AST) which was reported to contain fuel oil ' situated on asphalt pavement along the southern side. • PWGC also observed a 1,000 gallon above ground storage tank which was identified as a propane ' tank located in a fenced in area behind the beverage center. • There was a shed with material / supplies for the beverage center. As Debris was identified in the fenced-in area in the rear of the beverage center. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 25 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Rood,M•Rituck,New York 1 PWGCO ' Strategicfmironmenld Eapimetinp Saktrions 11600 Main Road(Vacant former office space) ' e There was a remote fill and vent alongside the outside southern edge of the building which supplied the 275-gallon aboveground storage tank in the basement of the building. ' 11700 Main Road(Current office space for Daniel Mooney) e There was a 2.5 gallon gasoline can and lawn mower in the rear of the building. PWGC did not observe staining in the area of the gasoline tank or lawn mower. ' 11750 Main Road(Current office/storage space for fire extinguisher company) • There was a remote fill and vent alongside the northern edge of the building which reportedly supplied a 275-gallon fuel ail tank. The location of the tank was unknown, however, based upon the distance of the fill and vent line from the building, PWGC assumes the tank to be below grade. ' e There was a 5 gallon pail of TEXACO product on the north side of the building. The can appeared to be empty and minor staining in the vicinity of the pail was identified. e There was a small dirt parking lot bordering Main Road. PWGC did not identify any storm- drains in the parking lot. 725 John's Road(Vacant Residence) e There was a remote fill and vent alongside the southern edge of the building which reportedly ' supplied a 275-gallon fuel oil tank. The location of the tank was unknown, however, based upon the distance of the fill and vent line from the building, PWGC assumes the tank to be below grade. e There were propane tanks in the rear of the building located next to the cellar entrance. e There was an 8' by 10' storage shed and a carport located in the rear of the building. The storage shed had one gasoline can (approximately 2.5 gallons in size) there was no staining in the area of the gasoline can. ' During the inspection, Mr. Mooney indicated that each building had an associated onsite sub-grade cesspool. He indicated that the cesspools were located east of each of the buildings located on Main ' Road and west of the building located on John's Road. Mr. Mooney also indicated that the cesspool associated with 11600 Main Road was damaged and not in use and the cesspool associated with the beverage center was located on the neighboring property to the south. This building was not part of the Phase I inspection. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 26 630 Johnson Avenue,Suite 7•Bohemia,NY 11716.Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase 1 ESA—11700 Main Road,M."ituck,New York ' PWGCAk Smmelik Emimmemal Enpimning Solu ain ' The vacant lot located north-northeast of 725 John's Road was overgrown with trees and small brush. There were no environmental concerns identified at the time of the inspection. t6.2.1 Neighboring Property Observations PWGC conducted a cursory inspection of the neighboring properties surrounding 11 700 Main Road, Mattituck. The findings were as follows: The visual inspection of the property to the north revealed a dirt road leading to the rear portion of a residential building located on John's Road. Further north of the vacant portion of the lot is the Handy Pantry. • The visual inspection of the property to the south revealed a building associated with East End Sporting Goods. This property shares use of the cesspool associated with the beverage center. • The subject site is bordered by John's Road to the east. Further east of John's Road are residential houses. • The subject site is bordered by Main Road to the west. Further west of Main Road are Surfside ' 3 Marine Showroom, Frank A. Kestler D.D.S. and Jordan J. Seider D.D.S. and two residential properties. ' 6.3 Interior Observations PWGC conducted an inspection of each of the buildings. The findings by buildings were as follows: ' 11520 Main Road(North Shore Beer and Sada Beverage Center) • The front portion of the beverage center was a typical storefront; there were aisles of different types of beverages and small refrigerators. • There was a large walk-in refrigerator leading into the rear storage warehouse. • An office was positioned in the southern portion of the building leading into the basement. ' • The basement had a concrete floor. Also in the basement was an oil-filter leading from the AST outside and an oil-fired burner, a storage rack of paint cans, sheetrock spackle and ' concrete patch. A considerable amount of debris was also identified in the basement. No signs of spills or leaks were observed in the basement. • The sanitary piping lead out the rear of the basement in the general direction of the cesspool. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 27 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosserxom Phase I ESA—11700 Main Road,Mattituck,New York ' PWGCO 11600 Main Road(Vacant former office space) ' • The building was a two story typical residential floor-plan with a bathroom, living room and kitchen on the first floor and two bedrooms and a bathroom on the second floor. ' • The basement had a concrete floor. Also in the basement was a 275-gallon aboveground storage tank leading to an oil-fired burner. No signs of spills or leaks were observed in the basement. ' • There is a one inch diameter pipe accessible in the southeast corner of the basement. The use for this pipe is unknown at this time. ' A considerable amount of debris was also identified in the basement. • The sanitary piping lead out the rear of the basement in the general direction of the damaged ' cesspool. 11700 Main Road(Current office space for Daniel Mooney) • The building was a two story typical residential floor-plan with a bathroom, living room, den, three bedrooms and a kitchenette on the first floor and a loft and bedroom on the second floor. ' • The basement was small compared to the rest of the buildings comprising only a portion of the building and had a concrete floor. Also in the basement was a storage rack of paint cans and supplies. A considerable amount of debris was also identified in the basement. No signs of spills or leaks were observed in the basement. • The sanitary piping lead out the rear of the basement in the general direction of the cesspool. ' 11750 Main Road(Current office/storage space for fire extinguisher company) The building was a one story wood frame building. ' The interior of the building was not accessible at the time of the inspection. • Views from the windows indicated that the building was utilized as office / showroom space in the front portion and storage space in the rear. ' 725 John's Road(Vacant Residence) • The building was a one story typical residential floor-plan with two bathrooms, den, four ' bedrooms, dining room and a kitchen. The basement had a concrete floor. Also in the basement was what appears to be an ' expansion tank. No signs of spills or leaks were observed in the basement. The sanitary piping lead out the rear of the basement in the general direction of the onsite cesspool. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologist,PC 28 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase 1 ESA—11700 Main Road,MaRituck,New York PWGC* Slrtdegk Etwitmmnlal Eipinrriitp Sdulia8 6.4 Aboveground Storage Tanks (AST) At the time of the inspection, PWGC observed two 275-gallon ASTs on the subject site. One AST was identified outside the beverage center along the southern wall and one in the basement of 11600 Main Road. Both tanks appeared to be in good condition. Both tanks were reported to be fuel oil ttanks. At the time of the inspection, the tank in 11600 Main Road (vacant building) appeared to be empty. 6.5 Underground Storage Tanks (UST) PWGC observed evidence, such as fills and vents, of two USTs at the subject site. One UST was ' identified at 725 John's Road and one at 11750 Main Road. These tanks were reported to contain fuel oil to heat their associated buildings. The conditions of the tanks are unknown. ' 6.6 Hazardous and Non-Hazardous Chemical Storage and Disposal At the time of the inspection, PWGC did not observe any chemical disposal associated with the subject ' site. 6.7 Polychlorinated Biphenyls (PCBs) ' At the time of the inspection, PWGC did not observe any PCB containing equipment such as electrical transformers or hydraulic equipment at the subject site. ' 6.8 Asbestos At the time of the inspection, PWGC did not observe any asbestos in the buildings at the subject site. 6.9 Lead-Based Paint (LBP) At the time of the inspection, PWGC did not observe any lead based paint in the buildings at the ' subject site. 6.10 Mold ' At the time of the inspection, PWGC observed evidence of mold growth at 11600 Main Road and 725 John's Road. There was approximately 50 - 100 ft' of mold growth on the walls at both locations due ' to the buildings being unoccupied and in disrepair. 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 29 630 Johnson Avenue,Suite 7.Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase 1 ESA—11700 Main Road,M."itack,New York PWGC4& Strarepk Emironm�md EnplMriiq sdiiliixa 7.0 INTERVIEWS 7.1 Owner Interviews with Mr. Mooney revealed the following: Mrs. Maureen Mooney is the current owner of the properties located at 11520, 11600 and ' 11700 Main Road, • 725 John's Road is owned by Mister's Brendan and Kiernan Mooney, • The vacant lot to the north of 725 John's Road is awned by Ms. Deidre Mooney, and ' 0 11750 Main Road is currently owned by Leonard and Marjorie Llewelwyn. Mr. Mooney is purchasing the property from Mr. and Mrs. Llewelwyn in order to re-develop the site as part of ' the re-development activities of the other sites. Additional information obtained from Mr. Mooney is included in the appropriate sections. 7.2 Occupants Occupants that were available for interviews were Mr. Mooney and Mr. Erik Lauinger, the owner / ' operator of the North Fork Beer and Soda Beverage Center. According to Mr. Lauinger, he rents the building space for the beverage center from Mrs. Maureen Mooney. According to Mr. Mooney, the ' owner of the fire extinguisher company, Mr. and Mrs. Llewelwyn, are retired and sold the business to a company on the south shore and are selling the building and property to Mrs. Mooney. ' 7.3 Local Government Officials Freedom of Information Act (FOIA) requests were sent to the United States Environmental Protection Agency, Region II (USEPA), the New York State Department of Environmental Conservation, Region I ' (NYSDEC), the Suffolk County Department of Health Services (SCDHS) and the Town of Islip. FOIA requests and responses are addressed in Section 4.2. Based upon the FOIA findings to date, interviews with government officials to obtain additional information was not warranted at this time. t P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 30 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Read,MnRituck,Naw York PWGCO S1rnPopk Emimm ml Fgiwwing SoWim 8.0 FINDINGS AND OPINIONS Based upon reconnaissance of the subject and surrounding properties, interviews and review of historical records and regulatory agency databases, the following potential recognized environmental conditions have been identified: t • There is a former fire extinguisher repair/ refilling facility located at 11750 Main Road. • PWGC was informed that each building has onsite sub-grade cesspools. ' • PWGC identified two underground storage tanks; one on 11750 Main Road and one on 725 John's Road ' e There are minor surface stains near a 5-gallon Texaco pail at 11 750 Main Road. e There is a dental office located across the street from the beverage center. Potential recognized environmental conditions identified at the subject property were evaluated to determine whether items initially suspected to be recognized environmental conditions are in fact recognized environmental conditions. Evaluation of potential recognized environmental conditions are as follows: • There is a former fire extinguisher repair/ refilling facility located at 11750 Main Road. Based upon the limited access during the investigation, there was no visible evidence of improper 1 disposal of chemicals. Typical chemicals associated with fire extinguishers are normally gases such as Carbon Dioxide (CO2) and Nitrogen (N2), water based foams and dry chemicals which ' pose little environmental concern. Based upon the nature of the business, further investigation should not be required. ' e Each building onsite is reported to have had an associated sub-grade onsite sanitary system. Such sanitary systems can act as a conduit for improper discharges to reach the sub-surface. Based upon the property uses, it is unlikely that sources of impact are present. PWGC feels ' that further assessment should not be required. • PWGC identified evidence of a UST at 11 750 Main Road and 725 John's Road. Leaks from such ' tanks can cause impacts to subsurface soils and groundwater. PWGC observed no signs of surface stains, but subsurface conditions are unknown. ' • PWGC investigated the surface stains at 11750 Main Road and determined the vertical extent to be no more than one to two inches. Based upon this determination, the surface spills appear to be superficial and do not warrant further investigation. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 31 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,MaRituck,New York PWGCO tArt*tminimmi Falb ring Sdulkm • There is a dental office located across the street from the beverage center. Typical compounds associated with dental offices are mercury (Hg) and silver (Ag) found in the amalgam used for fillings. These compounds can potentially impact the onsite sanitary system. There are no documented incidences with the sanitary system at the dental office. ' Based upon the location of the dental office in the apparent side-gradient direction, the immobile nature of the compounds and lack of existing issues, it does not warrant further ' investigation and should not affect the future use of the subject site. 1 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 32 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Matlituck,New York PWGCjO Sn4k Emironmmld Eronexing Solutions 9.0 CONCLUSIONS AND RECOMMENDATIONS PWGC has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations as described under ASTM Practice E1 527-05 for the vacant lot located between Smithtown Avenue and Artic Avenue south of Veterans Memorial Highway, Bohemia, New York. Any exceptions to, or deletions from, this practice are described in Section 1.4 of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the subject property. ' e There is a former fire extinguisher repair/ refilling facility located at 11750 Main Road. Based upon the limited access during the investigation, there was no visible evidence of improper disposal of chemicals. Typical chemicals associated with fire extinguishers are normally gases such as Carbon Dioxide (CO ) and Nitrogen (N2), water based foams and dry chemicals which ' pose little environmental concern. Based upon the nature of the business, further investigation should not be required. e Each building onsite is reported to have had an associated sub-grade onsite sanitary system. ' Such sanitary systems can act as a conduit for improper discharges to reach the sub-surface. Based upon the property uses, it is unlikely that sources of impact are present. PWGC feels that further assessment should not be required. e PWGC identified evidence of a UST at 11 750 Main Road and 725 John's Road. Leaks from such tanks can cause impacts to subsurface soils and groundwater. PWGC observed no signs of ' surface stains, but subsurface conditions are unknown. e PWGC investigated the surface stains at 11 750 Main Road and determined the vertical extent ' to be no more than one to two inches. Based upon this determination, the surface spills appear to be superficial and do not warrant further investigation. e There is a dental office located across the street from the beverage center. Typical compounds associated with dental offices are mercury (Hg) and silver (Ag) found in the amalgam used for fillings. These compounds can potentially impact the onsite sanitary ' system. There are no documented incidences with the sanitary system at the dental office. Based upon the location of the dental office in the apparent side-gradient direction, the immobile nature of the compounds and lack of existing issues, it does not warrant further investigation and should not affect the future use of the subject site. 1 4�... ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 33 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattitack,New York PWGCO Strmugk Emirmmsual EginWng Solutions Based upon this Phase I, PWGC recommends a Phase II investigation be performed with the following scope of work: • The USTs located near 11750 Main Road and 725 John's Road should be assessed to ' determine if the tank has caused impacts to the sub-surface. The LISTS should be tested by a certified tank testing company. If the tank is considered to be unsound, one or more soil ' borings should be conducted in the vicinity of the unsound tank to determine if subsurface impacts have occurred. The samples should be analyzed for VOCs and SVOCs. ' As a housekeeping issue, PWGC recommends that any debris, gas cans and the 5-gallon Texaco pail that are stored on the ground be removed from the site. ' As part of redevelopment, PWGC recommends connecting the site to the municipal water supply ' system and properly abandoning the onsite wells. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 34 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,M."ituck,Now York PWGC4& Sha"Is Emimnlmmd EnginntMp Soliftns 10.0 DEVIATIONS This Phase I ESA was conducted in accordance with the scope and limitations of the American Society ' for Testing and Materials (ASTM) Standard E 1527-05 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site Assessment Process) an 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule). Excluding additional services outlined in Section 1 1.0, there were no deviations or deletions from this practice. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 35 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phos.1 ESA—11700 Main Road,Ma"ituck,Now York PWGCO Sirareyk Emataammol EtpinMnp S40M 1 1.0 ADDITIONAL SERVICES PWGC has included, in addition to those items outlined by ASTM E 1527-05, a general evaluation of ' radon impact potential based on USEPA maps, the general potential for asbestos containing material and lead-based paint within the building structures based on their age, flood potential and wetlands ' delineation based on available maps and recommendations for additional investigation (Phase II ESA) at the site, in the scope of work. 1 1 ' P.W.Grosser Consulting,Inc.P.W.Grosser Consulting Engineer&Hydrogeologist,PC 36 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phos.I ESA—11700 Main Road,MaMitask,New York PWGC:* Strmtpk Emirptmwgl EnEilimriiq Siliulipa ' 12.0 REFERENCES Standard practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Standard E 1527-05 All Appropriate Inquiry, Final Rule, 40 CFR Part 312 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologht,PC 37 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com Phos.1 ESA—11700 Main Road,MaRituck,New York 1 1 PWGCO 1 $kmegk Emimmmmd E*mdnp Sduliw 1 13.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL I declare that, to the best of my professional knowledge and belief, I meet the definition of 1 Environmental Professional as defined in Section 312.10 of 40 CFR 312. 1 have the specific qualifications based on education, training and experience to assess a property of the nature, history 1 and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR 312. 1 Rocky Wenskus Senior Hydrogeologist 1 � Bryan A Devaux 1 Project Manager 1 �a4'X4 f XA4 1 James P. Rhodes, CPG Vice-President 1 Report Completion Date: September 20, 2007 1 1 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 38 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•F%631.589.8705•www.pwgrosser.com Phase I ESA—11700 Main Road,Mattiluck,New York 1 1 PWGCO SRmpir EWmftTm of En Wmdng Sokoims 1 ' QUALIFICATIONS OF ' ENVIRONMENTAL PROFESSIONAL P.W.GROSSER CONSULTING•630 Johnson Avenue,Suite 7•Bohemia,NY 11716-2618 PH 631.589.6353•FX 631.589.8705•info@pwgrosser.com•www.pwgrosser.com ' New York,NY•Seattle,WA•Greensboro,NC PWGCO ' SIM*Emimenrrlsl Enyimft sdwins Bryan A. Devaux, Project Hydrogeologist, P.W. Grosser Consulting ' Professional Experience Professional Certification PWGC: 7 . ASTM Phase I ESA Practices for Commercial Real Estate: Prior: 4 Transaction Screen&Phase I Site Assessment Education . DOT Hazardous Materials Training ' BS, Environmental Geology(Minor in Biology),SUNY Stony Brook, NY . OSHA Health&Safety 40-hr Training Areas of Expertise . BNL Radiological Worker I&III . Phase I&II Administration,QA/QC . Confined Space Entry(29CFR1910.146) . Soil/Groundwater Investigations . Emergency Medical Technician(EMT) ' Remedial Design&Systems(Scheduling,Administration, . Mold Remediation Manager(Future Environmental Designs Investigation,Compliance,Reporting) Training Center) Bioremediation(including Hydrology&Geochemistry) Professional Affiliation Mold Investigation Long Island Geologists Association PROFILE Mr. Devaux has extensive experience in managing groundwater monitoring and remedial system projects. He coordinates field ' activities, subcontractors,and personnel to satisfy clients' overall and regulatory agencies' project objectives. His multi-media sampling programs of PWGC clients' project sites have served in a number of soil and groundwater investigations. Mr. Devaux prepares field reports, laboratory analysis summaries, and provides recommendations to integrate his findings into client's environmental strategies and business goals. He has solid conceptual and invaluable hands-on experience in . Project Administration&Oversight(Sampling/Boring, Logs,Chain of Custody, Multimedia Documentation, Reporting) Subcontractor Administration&Field Sample Collection and Data Evaluation QA/QC Management ' Outsourced Geophysical Task Management . Sampling Protocols/QA Levels(USEPA—Contract Laboratory Protocol,NYSDEC—Analytical Services Protocol Category B) Soil/Ground Water Sampling(Geoprobe®,Hollow Stem Auger,Mud Rotary Techniques) ' . Sediment/Surrace Water Sampling(Manual,Geoprobe®Techniques,Sampling Pumps,Applied Methods) . Field Screening Instruments(PID,OVA,OVM, Four-Gas Meters,Particulate Monitoring SELECTED PROJECTS ' Phase 1 Environmental Site Assessments Global Positioning Satellite (GPS) coordinates to provide the Project Management — Mr. Devaux routinely performs Phase I client with a highly accurate survey for a property this size. ESA's for PWGC clients. Fluent in Phase I ASTM Standard E1527- Property Transfer Phase I ESA,Best Building &Supply Lumber, 00, he is highly efficient in verifying that each Phase I meets Speonik, NY - Mr. Devaux completed the Phase I ESA for a 5- these standards. He is familiar with the latest applicable Acre parcel, which presented unique challenges, as it was regulatory laws,such as the new federal All Appropriate Inquiry adjacent to and on the some lot as a NYS Inactive Hazardous (AAI) guidance, a Brownfields law, which refers to requirements Waste Site. Coordinating with the NYSDEC, he conducted a for assessing a property's environmental conditions prior to its thorough file search on the property and determined that ' acquisition. impacted stormwater from the former lumber treatment area has Property Condemnation Proceedings Phase 1 & 11 ESA, Village impacted the parcel in question. He recommended an of Lindenhurst (VOL), NY — As project manager, he worked appropriate sampling program to quantify the impact, and to side-by-side with Suffolk County Department of Health Services consult an environmental attorney for the potential purchase, (SCDHS) representatives for this unique environmental site since the subject site might be included as part of the NYS assessment of a site that the VOL planned to take through Inactive Hazardous Waste site listing. condemnation. Since the current landowner denied access to the Commercial/Residential Phase 11 Investigations.Tristate-Area subject site, Mr. Devaux was limited to the property's exterior PWGC Property Transaction Services - Mr. Devaux formulates for conducting the Phase I & II ESAs and to off-site locations to the scope of work, and oversees Phase I & 11 Environmental collect samples. Throughout the project, he kept SCDHS updated Investigations. He addresses PWGC clients concerns typically on collected information, enabling SCDHS to obtain a court raised in a Phase I Environmental Site Assessment. He manages ' order for entering the site for sample collection. He coordinated the investigations, which involves coordinating PWGC staff and with SCDHS personnel during sampling activities, successfully subcontractors. Subsequent, he evaluates data and makes obtaining the necessary information for VOL to use in their recommendations for appropriate further action. condemnation proceedings. Sive. Paaet& Riesel. Carnegie Hill. NY ' Commercial Retail Redevelopment ESA, Mount Sinai, NY - He 10,000-gallon UST Removal - Oversaw the removal of a No. 6 conducted the 31-Acre property survey in accordance with fuel oil UST, which included visual written documentation and ASTM E1527-00 standard and additional requirements unique to sampling from the vicinity of the tank. Since the tank was the the project, such as coordinated investigations of endangered focus of a lawsuit with the neighboring property, he collected ' species habitats, wetlands, and historic buildings. He utilized product samples from various on and off site locations for P.W.GROSSER CONSULTING•630 Johnson Avenue,Suite 7•Bohemia,NY 11716-2618 PH 631.589.6353•Fl(631.589.8705•info@pwgrosser.wm•www.pwgrossermnn ' New York,NY•Seattle,WA•Greensboro,NC PWGCO ' Sw*EwnammW Wm rM sAum Bryan A. Devaux, Project Hydrogeologist, P.W. Grosser Consulting ' forensic product analysis. Following the tank removal, he addressed the agency's concerns leading to the successful closure prepared a tank removal report for the client and NYSDEC. Mr. of the site's environmental issues. Devaux's visual & written documentation and report helped the NYSDEC Investigations,Gasoline Stations NY Metro Area client substantially in the on-going litigation regarding the spill. Project Management — Mr. Devaux handled nearly 50 Arverne Urban Renewal Area (URA), For Rockaway. NY investigations, managing environmental issues at each of the Phase II Site Assessment Oversight— Mr. Devaux coordinated sites. During UST removals and upgrades, he performed the assessment at a 42-city blocks large portion of the major oversight of subsurface investigations, remedial system design redevelopment area. He coordinated 15 geophysical surveys pilots, construction, and maintenance. His involvement in the ' and discovered 16 tanks and 2 hydraulic lifts. In addition to oversight of more than 20 tank removals/ upgrade projects put overseeing the tanks and lifts' removal and coordinating Mr. Devaux in daily contact with the NYSDEC in order to subcontractors, Mr. Devaux serves as liaison to NYSDEC, NYC coordinate field activities and to satisfy their requirements at Housing Authority, and the NYC DEP to finish on an accelerated each site. ' time schedule. Encompass Insurance, Carollton.TX Former Computer Circuits Facility. Hauppauge. NY Mold Investigations - Mr. Devaux has conducted numerous USEPA NPL Superfund Investigation -As project field manager, initial mold investigations for Encompass Insurance. He ' Mr. Devaux oversaw sub-contractors, field sampling crews, and investigates homes to document the areas affected by mold and the on-site field lab. Based on that lab's findings, he determined to determine the source of the water causing the mold growth where to perform additional borings to delineate the PCE, TCE, within the residence. He also investigated the home for the and TCA contamination at the site.Throughout the project,he met source of the water causing the mold growth within the home. ' with the USEPA case manager to discuss the progress of the Following the investigation, He collected the appropriate air, investigation. Following the investigation's completion, he swab & bulk samples and to prepare a report. The report prepared portions of the RI/FS report. provides the client documentation on cause and timeline of the Minmilt Realty, East Farmingdale. NY mold growth, extent of the mold problem, results of the samples ' Operations & Maintenance at NYSDEC Inactive Hazardous collected, a remediation strategy, and final evaluation on Waste Site - Provides professional services to meet client's occupants' safety should they choose to reside in the home prior environmental engineering management needs. His regularly to remediation. ' corresponds with the NYSDEC to report system status, monthly well water measurements, monthly influent and effluent sampling and analysis, monthly air sampling and analysis, quarterly groundwater sampling and analysis and routine O&M activities. ' Gold Coast Flooring,Hicksville, NY Site Investigation & Remediation Management — A Phase I report prepared for the property's transaction, revealed environmental issues stemming from the sites previous use as a printing and plastic cups manufacturing plant. Mr. Devaux located a cesspool and two drywells, which displayed potential impact as a result. Initial samples indicated that remediation was necessary for the transaction to proceed. He prepared a ' remedial work plan for the Nassau County Department of Health and coordinated remedial activities with the subcontractor and NCDH. End-point samples obtained after the remediation came up clear and allowed NCDH to close the site's UIC file. With ' PWGC's services, the new owner was able to turn this liability into an asset by turning the former vacant building into a thriving commercial space. ' Brookhaven National Laboratory,Upton,NY Environmental Directorate Project Support - Mr. Devaux worked on several environmental projects at BNL. At designated sites, he monitored well installation & operation and provided ' oversight for soil excavation, temporary well construction, air monitoring,soil&water sampling. Shuroard Storage.Syosset, NY Remediation Oversight & UIC Closure Plan - As part of the property transaction and prior to the storage's development,the client was required to clean out a drywell.Mr. Devaux prepared the UIC Closure Plan and coordinated remedial activities. ' Correlating remedial tasks with the Nassau County Health Department throughout the project, Mr. Devaux effectively P.W.GROSSER CONSULTING•630 Johnson Avenue,Suite 7•Bohemia,NY 11716-2618 PH 631.589.6353-FX 631.589.8705•info@pwgrosser.mm•www.pwgrossercom ' New York,NY•Seattle,WA•Greensboro,NC ' PWGCO Strarerit Enriramnlol Enrinn6np Sduiwe Rocky Wenskus, Field Hydrogeologist, P. W. Grosser Consulting ' Professional Experience Areas of Expertise Professional Certification PWGC:1 year . Subsurface Investigation . OSHA Health and Safety;HAZWOPER ' Prior: 4 . Environmental Site . Asbestos Inspection Education Assessments . Amtrak On-Track Safety . Bachelor of Arts, Earth&Space Sciences, • Groundwater Sampling . NJDEP Subsurface Investigation,UST Closure Minor:Environmental Studies(Geology) - Well Monitoring ' Stony Brook University,NY - Remedial Activities PROFILE ' Mr.Wenskus oversees field activities and works closely with clients,sub-contractors,and regulatory agencies to ensure efficient workflow and reliable data collection.He possesses expertise in the areas of: . Field Work Protocol,Oversight,&Documentation . Hazardous Waste Monitoring ' . Water,Soil,and Air Sample Collection . Data Management&Interpretation . Quality Assurance&Compliance . UST Management . Erosion&Sediment Control . Laboratory Data Analyses As a Field Hydrogeologist, Mr. Wenskus applies his working knowledge of hydrology and geosciences to groundwater, soil, and air quality ' investigations. He regularly oversees drilling operations, collects groundwater elevation measurements, performs several methods of groundwater sampling, and is well versed in utilizing numerous field-screening instruments and sampling tools. Mr. Wenskus is experienced with the following subsurface investigation techniques: ' Vertical Profiles . Hollow-stem Auger Drilling and GeoprobeTM Technology Temporary and Monitoring Wells . Exploratory Excavation SELECTED PROJECTS ' CDM Federal-Lawrence Aviation Industries Superfund Site parameter-sampling events a year. He is responsible for collection Lawrence Aviation Industries is a former manufacturer of titanium for and analysis of groundwater and leachate samples from 27 the aeronautics industry. The site has received numerous SCDHS groundwater-monitoring wells,2 leachate containment basins, and 4 ' and NYSDEC citations for improper disposal practices and releases, leachate storage tanks. In addition, he collected water level is listed on the National Prority,List, and is the suspected source of measurements from the monitoring wells to prepare groundwater trichloroethylene (TCE) and tetrachloroethylene (PCE) groundwater contour and potentiometric surface maps. Mr. Wenskus assists in ' contamination in the area. Mr. Wenskus provided field oversight for using the monitoring findings, data analysis, and validations to drilling activities during the EPA RI/FS at the site. This included prepare and submit four quarterly reports and one annual report to groundwater vertical profiling, installation and construction of ten the IRRA and NYSDEC, and four quarterly well-condition and multi-port monitoring wells and installation and sampling of twelve leachate monitoring reports to the Suffolk County Department of ' deep soil borings. Roto-sonic drilling technology was utilized for all Public Works (SCDPW) as part of the IRRA's sewage-discharge drilling activities. Mr. Wenskus' responsibilities included monitoring certification requirement. and documenting drilling activities and well construction, lithologic Arveme Urban Renewal Area(URA).Far Rockaway NY ' classification and logging of soils, managing the collection and Phase II Site Assessment Oversight — Mr. Wenskus was field analysis of soil samples and documenting the procedures outlined in team leader responsible for oversight of the removal of 16 tanks and the Health&Safety plan were followed,and making decisions on the 2 hydraulic lifts at multiple sites within the URA. In addition to final well depth based upon field screening results. overseeing the removal of the tanks and lifts, and coordinating ' Islip Resource Recovery Agency Town of Islip,NY subcontractors, Mr. Wenskus performed oversight for subsurface Blydenburgh Road Landfill Groundwater/Leachate Monitoring - Mr. investigation, including, but not limited to, soil and groundwater Wenskus assists in conducting the quarterly groundwater sampling sampling and installation of groundwater monitoring wells. He also ' required by NY Environmental Conservation Rules and Regulations served as liaison to NYSDEC, NYCDEP, and NYC Housing (NYCRR) Part 360. He monitors groundwater and leachate quality Preservation and Development. near the clean fill landfill,as well as Leachate Containment Basins to Minmilt Realty,East Farmingdale.NY ' determine if landfills/basins operations are impacting groundwater Operations & Maintenance at NYSDEC Inactive Hazardous quality and whether unnoticed failures of the leachate Waste Site - Provides professional services to meet client's collection/storage systems occurred. As defined by NYCRR 360 environmental engineering management needs. He regularly regulations, Mr. Wenskus performs one baseline, and three routine corresponds with the NYSDEC to report system status, monthly well tP.W.GROSSER CONSULTING•630 Johnson Avenue,Suite 7-Bohemia,NY 11716-2618 PH 631.589.6353•FX 631.589.8705•info@pwgrosseccom•www.pwgfosser.00m New York,NY•Seattle,WA•Greensboro,NC ' PWGCAD S"%&EmvrvnnM M EeEinrrkp SOOm ' Rocky Wenskus, Field Hydrogeologist, P.W. Grosser Consulting water measurements, monthly influent and effluent sampling and limited to sampling and cleanout of Underground Injection Control analysis, monthly air sampling and analysis, quarterly groundwater (UIC) structures, such as drywells and cesspools. Subsequent, he ' sampling and analysis and routine 0&M activities. evaluates data and assists in making recommendations for Commercial&Residential Phase II Investigations.Tristate-Area appropriate further action. PWGC Property Transaction Services - Mr. Wenskus performs Re-Ko Enterprises, Mineola.NY ' oversight services for Phase II Environmental Investigations. He Monitoring Well Installation-Mr.Wenskus provided field oversight addresses PWGC clients concerns typically raised in a Phase I support for the installation, surveying and sampling of groundwater- Environmental Site Assessment. Based on specified work scope monitoring wells for site specific contaminants such as ' strategy, he conducts the investigation, which includes but is not tetrachloroethylene(PCE). PREVIOUS EXPERIENCE ' H2M Group,Melville.NY Environmental Scientist— Mr. Wenskus conducted environmental site assessments and investigations, remedial activities, and subsurface investigations, in the areas of hazardous and non-hazardous waste management and environmental remediation. His activities served to provide a diverse clientele with environmental services,specializing in Hydrogeological,Air Quality,and Asbestos Services. 1 ' P.W.GROSSER CONSULTING•630 Johnson Avenue,Suite 7•Bohemia,NY 11716.2618 PH 631.589.6353•FX 631.589.8705•info@pwgrosser.com•www.pwgrosseccom New York,NY-Seattle,WA•Greensboro,NC PWGCO ' SRO*EIW M MOW EtIpIIl dng Shclllgls FIGURES ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705 1 www.pwgrosser.com pp r--J� d �• �tq .5 f 1 i� G�.. c : f R 6 • l .._ �� .e ap a 3 g ap I �. ` ... ` ..' i o c.v� � r• Ty .-..ate ^ �� 2 iw E ' Laurel + -- •' /y S ITE e Lake i�;,�_ �• .� •' \ f �o rmnlnct Beach Is 13 to is _ �:• I / L r i .. ••tea. .( ; 1 \ �\ \ 1 1 ' � ~` to •� r/ � _ s K J rs VICINITY MAP SCALE: 1:24.000 PWGC 11700 MAIN ROAD MATTITUCK, NY rr.r,., aw rvra-KK 1 PWGC Strategic Environmental& Engineering Solutions A, o— DRAWING PROVIDED BY NATHAN ET CORWIN III LAND SURVEYOR 022 ROANOKE AVENUE RIVERHEAD,NV 11901 �/ // SITE PLAN BY: % JAMES V.DeLUCCA ARCHITECT 1.� g 114, / w 4 0 SITE PLAN �N e 11700 MAIN ROAD j ♦"9' MATTITUCK,NV z iA > 2 50 0 50 100 SCALE:1'=50' _ _ PWGC-0 ' Shmtgk Emitmm ml Etpim"Wullmm 1 APPENDIX A ' SITE PHOTOGRAPHS P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com ' 1 PWGC 0 1 Strategic Environmental Engineering Solutions 1 1 i 1 1 Photo 1 - View of 11520 (far right), 11600 (middle) and 11 700 (far left) Main Road 1 _ i 1 i 1 1 Photo 2 - View of 11520 and 11600 Main Road 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Brandt Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com i PWGC 0 tStrategic Environmental Engineering Solutions A ' r� Photo 3 - View of Propane tank and shed in fenced in area in rear of 1 1520 Main Road 1 1 - t Photo 4 - View of 725 John's Road 1 P.W.Grosser Consulting,Inc• P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com 1 PWGC--Q Slmlep Envunnmenlol Engineering Solutions F 1 p Photo 5 - View of 11750 Main Road with dirt parking lot. 1 r - Photo 6 - View of mold growth in 11600 Main Road. ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologisr,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com r 'w r PWGC Stmlegis Environmental Engineering Solutions r a r r I' r rPhoto 7 - View of 275 Gallon AST in basement of 11600 Main Road r r r r 1 r -- Photo 8 - View of 275-gallon AST associated with 11520 Main Road r r r P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•F%631.589.8705•www.pwgrosser.com r PWGC 0 Simlegit Environmental Engineering Solulions Y ' Photo 9 - View of remote fill and vent associated with a UST at 725 John's Road -y s �S G e. Photo 10 - View of remote fill and vent associated with a UST at 11750 Main Road ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com PWGCjQ 1 Strolegit Environmental Engineering Solutions i i 1 f` ,� � .i► i J F M 1 1 Photo 11 - View of possible one inch well in sump in basement of 11600 Main Road 1 i 1 1 1 Photo 12 - View of vacant lot located north of 725 John's Road I 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•Www.pwgrosser.com 1 PWGCAD ' Sno*Eft&wm W Enpinnring Sdutkrts APPENDIX B SANBORN MAPS f 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Bronch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705 1 www.pwgrosser.com 1 (rEDIR*Environmental Data Resources Inc Certified Sanborn® Map Report 1 1 Sanbom®Library search results Certification k ME-4C58-83E8 DMO0701 11700 Main Road Mattituck,NY 11952 Inquiry Number 2015451.3s The Standard in Environmental Risk ' Information August 28, 2007 440 Wheelers Farms Rd Milford, Connecticut 06461 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 ' Internet: www.edrnet.com Certified Sanbom Map Report 8/28/07 Site Name: Client Name: DM00701 P.W.Grosser Consulting 11700 Main Road 830 Johnson Ave Mattituck, NY 11952 Bohemia, NY 11550 ( EDR'Environmental Data Resources Inc EDR Inquiry# 2015451.3s Contact: Rocky Wenskus The complete Sanborn Library collection has been searched by EDR, and fire insurance maps covering the target property location provided by P.W. Grosser Consulting were identified for the years listed below. The certified Sanborn Library search results in this report can be authenticated by visiting www.edrnet.comisanborn and entering the certification number. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by Sanborn Library LLC,the copyright holder for the collection. ' Certified Sanborn Results: Site Name: DM00701 Address: 11700 Main Road City,State,Zip: Mattituck, NY 11952 Cross Street: P.O.# DMO 0701 Project: DMO 0701 Sanbome Library search resutls Certification# DF3E-4058-83E6 Cetif stion#DF3E4C59-93ES ' Maps Identilled -Number of maps indicated within"()' The Sanborn Library incudes more than 1.2 million 1965 (1) Sanborn fire insurance maps, which track historical property usage in approximately 12,000 American 1947 (1) cities and towns.Collections searched: 1929 (1) ✓Library of Congress ✓University Publications of America ✓EDR Private Collection ' Total Maps: 3 Limited Permission To Make Copies P.W.Grosser Consulting(the client)is permitted to make up to THREE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which Is available upon request. Disclaimer-Copyright and Trademark notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Date Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR ' IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL, INCIDENTAL CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TOA REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report'AS IS'.Any analyses estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not Intended to provide,nor should they be Interpreted as providing any fads regarding, or prediction or forecest of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is nit to be construed as legal advice. Copyright 2007 by Environmental Date Resources, Inc.All rights reserved. Reproduction in any rnedia or format, in whole or In part, of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permismion. EDR and Us logos(Including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respedHe ovines. 5 � _ Q W N.Y. 1 1 53 � ,�• /'Q Mn a ® Q m y a•r a. ! \4 J� LAY` �07 „y P4GI PIG all 5 .10 2 O 'po N, g 9PP6 ' ' ISP�JN � � � �� O P`• �= 999`St .P'AI !° O 4\Od O 136 •�J � s �� 11 I�� C O 1 1 11 o w a �,1. ..,.La I ip • 17 GS'• : .I II 0 FIC TORY _ 4V' �- 1 _ PUP Em e 6Y.rvpne dlooiol 149 was 'wManRmf �_ C11IT_Ill —1,dNlIID4 C,m aW orv�^carsuYrq Epip4ry 3015161 9[ Or44m �/YtOPI I}UABM , GF]E�C58®EE aryngn. IBM w i �•h N.Y. y 18 a I� i o � 3 MC)ilt Al- 10 ycf I/'��., V� [• 'F m :i 0 r Q G All S � k y � a 05, I 1 22 e a a as L[f y KNVT lu.ul fL. ® Q 9 1 u ■ .y-� \ FAI.0 Y IM VSIN4) AV, f qL t x 'CJ NSIe Name WOCiC1 \ — • '{'=:�•� � O jjj]¢I�t+ Eben '.WMan Paa] 4 ay.5*.nP M..wbNS usez ea 1 4 Llerl PW.Oiona CmsJbp 1Y�0�� .a.-_.. .. -.. l ELA InWh' ]0151519[ IYY I%� O�m�ONs eR8�E0011EH18 RA iloAvn• Cc3E�C36B9E6 tCwniVn 1 J .....,. 5 4 O 4 �✓ 153 Ill @ Is1 pACI FIC � t 79 10 Z BAY 5 L■1 C e d g r O 10�6I31 156 rci..i y 9 •�J i aLl F L G_ d � 6 g a � � a ' � o m B Bwa,nuT i+uul vu. To ® `a m I) w 9 g[ 0 ,T0% (nu31N4) AV. ® 0 ® o e lag sr.rveme omomol f. 4._I ® � * T AMlen 1'100 Man ROM "�-��` 01,ST.ZIP —,,G NY III 2 q EOR mWM tOr 071 10.11. a11Eo 1.0 PM c.numurnr orsEJcseaxe tTM <oPMprr - E)- f PWGCA& Sw*Emnmmmml Enginnring SAr iom APPENDIX C TOPOGRAPHIC MAPS ' P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 1 1716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com 1 1 1 1 CEDIR'Environmental Data Resources Inc 1 EDR Historical Topographic Map Report DMO0701 11700 Main Road Mattituck, NY 11952 Inquiry Number: 2015451.4 The Standard in Environmental Risk Information 1 August 28,2007 440 Wheelers Farms Rd Milford, Connecticut 06461 1 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com 1 1 EDR Historical Topographic Map Report 1 Environmental Data Resources, Inc.s(EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topographic Map Report includes a search of a collection of public and private color historical topographic maps,dating back to the early 1900s. 1 1 1 1 1 ' Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. 1 Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA ' RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, ' CONSEQUENTIAL,OR EXEMPLARY DAMAGES,ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report AS IS.Any analyses,estimates,ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should the be interpreted as providing any fads regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the ' information provided in this Report is not to be construed as legal advice. Copyright 2007 by Environmental Data Resources,Inc.All rights reserved. Reproduction in any media or format,in whole or in part,of any report or ma of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. ' EDR and its logos(including Sanbom and Sanbom Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 1 Historical Topographic Map yHill be .` Larrh ' 0Y mgue Pt. : no'�ll. 1 c ' lW (may •� J tl : a i y . ' Indian i 1 • n•{..yet,�•�:• r C .r C O �R t 'y F. �� O� �.-. i , B � i _ . i 1 i A. ' •< TARGETQUAD SITE NAME: DMO0701 CLIENT: P.W.Grosser Consulting ' N NAME: RIVERHEAD ADDRESS: 11700 Main Road CONTACT: Rocky WenSkUS MAP YEAR: 1904 Mattituck, NY 11952 INQUIRY#: 2015451.4 TLAT/LONG: 40.9879/72.5353 RESEARCH DATE: 08/28/2007 ' SERIES: 15 SCALE: 1:62500 Historical Topographic Map Op" 795 I 706 33'00" 1 ) IIAJ 07 3700" 768 31'00"709 I urc Inlet "'moi.• Fk Mallituck 1 , v surra nd n \30) .+4 : /\ .. '• . .,re NP .� . e ' /'.• •(� NP TTIT CK /— d .Creek' k T - L ' Laurel � !�� •� Pond ',it m ev .r lilt1 VM�1 /• �1 � . r ra ' aurel .j 1 TARGET QUAD SITE NAME: DMO0701 CLIENT: P.W.Grosser Consulting ' N NAME: MATTITUCK ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus MAP YEAR: 1944 Mattituck, NY 11952 INQUIRY#: 2015451.4 LAT/LONG: 40.9879/72.5353 RESEARCH DATE: 08/28/2007 SERIES: 7.5 SCALE: 1:25000 t ' Historical Topographic Map TTITLICK HILL51 32;; " w♦TErzw LLE I Ml. Al ;(Oh 1111 MIL .n. j0 q I •'Y IP 6 • 1�aI ,.o I» High. 6M. Jz� •1 ITII �o s1a /.•' .. 1 adr s1.roLK ,5 12 / FMf'• ,� • ' � s~ 23 I Matt ./� AVE ._ •v . t / '!- _ gV, +-t462 Laure[ zs I lake � ♦ .a I e 5 �O w ° 6 at B Pae o ' SDrstrlct d nct Beach N e ' Campa tal Camp Immacz ~ • • ate auml I ♦ / /6 N Il e! �_ ♦ 19 ' 31 J - N I6 N \, e Sl q4 1 G ' b N 20 IO is N N \� Wat it •q 1 TARGET QUAD SITE NAME: DMO0701 CLIENT: P.W.Grosser Consulting ' N NAME: MATTITUCK ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus MAP YEAR: 1956 Mattituck,NY 11952 INQUIRY#: 2015451.4 I LAT/LONG: 40.9879/72.5353 RESEARCH DATE: 08/28/2007 SERIES: 7.5 SCALE: 1:24000 PWGCO Sinnrepk Errvrcwiinenld Eiginwiiip Sdwim 1 APPENDIX D ' AERIAL PHOTOS 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Searle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com ' qrEDIR'Environmental Data Resources Inc ' The EDR Aerial Photo Decade Package DMO0701 11700 Main Road Mattituck, NY 11952 ' Inquiry Number: 20154.51.5 The Standard in Environmental Risk Information ' August 28,2007 440 Wheelers Farms Road Milford, Connecticut 06461 ' Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com ' EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR)Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDRs professional researchers provide digitally reproduced historical aerial photographs,and when available,provide one photo perdecade. ' When delivered electronically by EDR,the aerial photo images included with this report are for ONE TIME USE ONLY.Further reproduction of these aerial photo images is prohibited without permission from EDR.For more ' information contact your EDR Account Executive. ' Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. ' Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report AS IS,Any analyses,estimates,ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should the be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site ' Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2007 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or ma of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanbom Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. ' Date EDR Searched Historical Sources: Aerial Photography August 28,2007 ' Target Property: 11700 Main Road Mattituck,NY 11952 ' Year Scale Details Source 1954 Aerial Photograph.Scale:1"=7.50' Panel#:2440072-H5/Flight Date:March 02, 1954 EDR 1961 Aerial Photograph.Scale:1"=750' Panel#:2440072-H5/Hight Date:May 17,1961 EDR 1976 Aerial Photograph.Scale: 1"=750' Panel#:2440072-H5/Flight Date:April 06, 1976 EDR ' 1980 Aerial Photograph.Scale: 1"=750' Panel#:2440072-H5/Flight Date:September 08, 1980 EDR 1994 Aerial Photograph.Scale: 1"=750' Panel#:2440072-H5/Flight Date:April 08,1994 EDR 2015451.5 2 ..a*,.'�... 'ter •�"�' �--- ' . _. ..� �I`�•r(' - -.o. S r " �J l J." c "' �+4 y. i ' 7 T l ` T" .4 ,.. q .. �. � � . / '` fi^ � ,- �� ',,�, �� ,� - '�� ,, lye,, .�� `. • . ♦ � � . � •�t •7 � f ' � � 1 � � �� k� +( L E` t� _. 1 ( 1 1 � � V 1 � `�'+-, rS J � ' `" ter' � ,� 1. � , `1• • ' ` _ 4. '° �: ' 'y ,;, . , . � � ��. ,` +, c y�, � �, . - / - t+ r� .� � i '. �., � L � � � .4Y'1 1 ^s- ' f � � � , ; s • i. iw MRkJ� v • 4 • AVA All jw i 40 OW 000 le 4 4v INQUIRY 0: 2015451.5 YEAR: 1976 1 N r lr Y rI '� • / a ♦ .� a • r • • it V MS .a A 1 Al 44 4 A A i w ; v I ` q�.•' • �•a,� ,•a � •• ia�� iI a• - ' 1. • ♦ r. 51.5 :•I , fix • ! f a •- �r_Y a �.r i' � ..t 4,. �•fir a4 l ta• � j} y a s `► r + PWGCO ' Sltamilk Emvomnmlal Enylnxinp Saki ian 1 APPENDIX E CITY DIRECTORY ABSTRACT ■ 1 1 1 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com r r r (rEDIR' Environmental ' Data Resources Inc r The EDR-City Directory rAbstract r r r r ' DMO0701 11700 Main Road The Standard in rMattituck,NY 11952 Environmental Risk Inquiry Number: 2015451.6 Information 440 Wheelers Farms Road Milford, Connecticut 06461 ' Thursday,August 30,2007 Nationwide Customer Service ' Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com 1 i EDR City Directory Abstract Environmental Data Resources, Inc.'s(EDR)City Directory Abstract is a screening report designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OR DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses, estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are ' not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction orforecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2007 by Environmental Data Resources,Inc. All rights reserved. Reproduction in any media or format,in whole or in part, of any report or map of Environmental Data Resources,Inc.or its affiliates is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All ' other trademarks used herein are the property of their respective owners. i iSUMMARY • City Directories: Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1974 through 1995. (These years are not necessarily iinclusive.) A summary of the information obtained is provided in the text of this report. r i 1 1 i t i i 1 1 1 i Date EDR Searched Historical Sources: August 30, 2007 Target Property: 11700 Main Road Mattituck, NY 11952 Year Uses Source 1974 Address Not Listed in Research Source Cole Criss-Cross Directory 1979 Address Not Listed in Research Source Cole Criss-Cross Directory 1986 Address Not Listed in Research Source Cole Criss-Cross Directory 1989 Address Not Listed in Research Source Cole Criss-Cross Directory 1995 Address Not Listed in Research Source Cole Criss-Cross Directory Adjoining Properties SURROUNDING Multiple Addresses Mattituck, NY 11952 1RJU Uses Source 1974 "Main Rd' Cole Criss-Crass Directory ' Address not listed in research source(11600) Cole Criss-Cross Directory Sidor Realty(11665) Cole Criss-Cross Directory Address not listed in research source(11775) Cole Criss-Cross Directory ' No other addresses in range 11600-11800 Main Rd Cole Criss-Cross Directory 1979 'Main Rd' Cole Criss-Cross Directory ' Address not listed in research source(11600) Cole Criss-Cross Directory Sidor Realty(11665) Cole Criss-Cross Directory Address not listed in research source(11775) Cole Criss-Cross Directory ' No other addresses in range 11600-11800 Main Rd Cole Criss-Cross Directory 1986 'Main Rd` Cole Criss-Cross Directory tAddress not listed in research source(11600) Cole Criss-Cross Directory ' Sidor Realty(11665) Cole Criss-Cross Directory 2015451.6 ' 2 Year Uses Sour 1986 Residence(11775) Cole Criss-Cross Directory No other addresses in range 11600-11800 Main Rd Cole Criss-Cross Directory 1989 'Main Rd` Cole Criss-Cross Directory ' Address not listed in research source(11600) Cole Criss-Cross Directory Sidor Realty(11665) Cole Criss-Cross Directory Residence(11775) Cole Criss-Cross Directory No other addresses in range 11600-11800 Main Rd Cole Criss-Cross Directory 1995 'Main Rd' Cole Criss-Cross Directory D C Mooney Aty(11600) Cale Criss-Cross Directory ' Residence(11775) Cole Criss-Cross Directory No other addresses in range 11600-11800 Main Rd Cole Criss-Cross Directory 2015451-6 3 1� PWGCO Shakpk Ermtamwmal Enpineetpq SalNbnc 1 APPENDIX F f EDR RADIUS MAP REPORT 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com 1 CEDItEnvironmental Data Resources Inc The EDR Radius Map ' with GeoCheck® 1 DMO0701 11700 Main Road Mattituck, NY 11952 Inquiry Number: 2015451.2s The Standard in Environmental Risk Information 440 Wheelers Farms Road August 28, 2007 Milford, Connecticut 06461 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com I TABLE OF CONTENTS ' SECTION PAGE Executive Summary------------------------------------------------------- ES1 Overview Map----------------------------------------------------------- 2 ' Detail Map-------------------------------------------------------------- 3 Map Findings Summary---------------------------------------------------- 4 MapFindings------------------------------------------------------------ 6 Orphan Summary-------------------------------------------------------- 54 EPA Waste Codes------------- ------------------------ EPA-1 ' Government Records Searched/Data Currency Tracking-------------------------- GR-1 ' GEOCHECK ADDENDUM Physical Setting Source Addendum------------------------------------------ A-1 ' Physical Setting Source Summary-------------------------------------------- A-2 Physical SettingSSURGOSoilMap------------------------------------------------------------- A-5 Physical Setting Source Map------------------------------------------------ A-15 Physical Setting Source Map Findings---------------------------------------- A-16 Physical Setting Source Records Searched--___ __ __ -__. A-38 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the is a' and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2007 by Environmental Data Resources,Inc.All rights reserved. Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources, Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the roe of their res ective owners. TC201W1.2s Page 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources,Inc(EDR). ' The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. ' TARGET PROPERTY INFORMATION ADDRESS ' 11700 MAIN ROAD MATTITUCK, NY 11952 COORDINATES ' Latitude(North): 40.987900-40'59' 16.4" Longitude(West): 72.535300-72°32'7.1" Universal Tranverse Mercator: Zone 18 ' UTM X(Meters): 707337.6 UTM Y(Meters): 4540128.0 Elevation: 13 ft.above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY ' Target Property Map: 40072-1-15 MATTITUCK, NY Most Recent Revision: 1956 North Map: 41072-A5 MATTITUCK HILLS, NY Most Recent Revision: 1956 TARGET PROPERTY SEARCH RESULTS ' The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government ' records either on the target property or within the search radius around the target property for the following databases: ' FEDERAL RECORDS NIPL-------------------------National Priority List Proposed NPL--------------Proposed National Priority List Sites ' Delisted NPL---------------- National Priority List Deletions NPL LIENS___________________ Federal Superfund Liens CERCLIS---------------------Comprehensive Environmental Response, Compensation,and Liability Information System CERC-NFRAP----------------CERCLIS No Further Remedial Action Planned ' CORRACTS__________________Corrective Action Report TC2015451.2s EXECUTIVE SUMMARY 1 t ' EXECUTIVE SUMMARY RCRA-TSDF----------------- Resource Conservation and Recovery Act Information RCRA-LOG------------------ Resource Conservation and Recovery Act Information ERNS_____ ___ Emergency Response Notification System HMIRS _____________ Hazardous Materials Information Reporting System US ENG CONTROLS--------- Engineering Controls Sites List US INSTCONTROL---------Sites with Institutional Controls DOD------------------------- Department of Defense Sites FUDS------------------------ Formerly Used Defense Sites US BROWNFIELDS__________A Listing of Brownfields Sites CONSENT___________________ Superfund(CERCLA)Consent Decrees ROD_________________________ Records Of Decision UMTRA________ Uranium Mill Tailings Sites ' ODI______________ Open Dump Inventory TRIS_________________________ Toxic Chemical Release Inventory System TSCA------------------------ Toxic Substances Control Act FITS_________________________ FIFRA/TSCA Tracking System- FIFRA(Federal Insecticide, Fungicide,&Rodenticide ' Act)/TSCA(Toxic Substances Control Act) SSTS-------------------------Section 7Tracking Systems LIENS ----------------------CERCLALien Information RADINFO-------------------- Radiation Information Database ' US CDL_______ Clandestine Drug Labs HIST FITS___________________ FIFRAlTSCATracking System Administrative Case Listing ICIS__________________________ Integrated Compliance Information System LUCIS________________________Land Use Control Information System DOT OPS___ Incident and Accident Data ' PADS___________ PCB Activity Database System MLTS________________________ Material Licensing Tracking System MINES___________ Mines Master Index File FINDS------------------------Facility Index System/Facility Registry System RAATS----------------------- RCRA Administrative Action Tracking System STATE AND LOCAL RECORDS ' HSWDS_____ Hazardous Substance Waste Disposal Site Inventory SHWS------------------------Inactive Hazardous Waste Disposal Sites in New York State DEL SHWS-------------------Delisted Registry Sites SWF/LF_________ Facility Register ' SWRCY______________________ Registered Recycling Facility List SWTIRE______________________Registered Waste Tire Storage&Facility List CBS UST--------------------.Chemical Bulk Storage Database MOSF UST_____ Major Oil Storage Facilities Database HIST UST______ Historical Petroleum Bulk Storage Database ' CBS AST---------------------Chemical Bulk Storage Database HIST AST____________________ Historical Petroleum Bulk Storage Database MOSF AST_____ Major Oil Storage Facilities Database ENG CONTROLS------------ Registry of Engineering Controls ' MIST CONTROL Registry of Institutional Controls VCP_______________ ___VoluntaryCleanupAgreements DRYCLEANERS_____________ Registered Drycleaners BROWNFIELDS______________ Brownfields Site List ' SPDES-----------------------State Pollutant Discharge Elimination System AIRS_________________________Air Emissions Data CBS__________________________Chemical Bulk Storage Site Listing E DESIGNATION_____________E DESIGNATION SITE LISTING ' RES DECL _______ Restrictive Declarations Listing TC2015451.2s EXECUTIVE SUMMARY 2 ' EXECUTIVE SUMMARY ' MOSF------------------------Major Oil Storage Facility Site Listing TRIBAL RECORDS INDIAN RESERV------------- Indian Reservations INDIAN LUST---------------- Leaking Underground Storage Tanks on Indian Land INDIAN UST-----------------.Underground Storage Tanks on Indian Land EDR PROPRIETARY RECORDS Manufactured Gas Plants--- EDR Proprietary Manufactured Gas Plants SURROUNDING SITES:SEARCH RESULTS Surrounding sites were identified in the following databases. ' Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been ' differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. ' Sites listed in bold italics are in multiple databases. Unmappable(orphan)sites are not considered in the foregoing analysis. FEDERAL RECORDS RCRAInfo: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act( RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) ' of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System(RCRIS).The database includes selective information on sites which generate, transport,store , treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Conditionally exempt small quantity generators(CESQGs)generate less than 100 kg of ' hazardous waste,or less than 1 kg of acutely hazardous waste per month.Small quantity generators(SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month Large quantity generators generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month.Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, ' treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. A review of the RCRA-SQG list,as provided by EDR,and dated 06/13/2006 has revealed that there are 5 RCRA-SOG sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Dist/Dir Map ID Page DELUXE CLEANERS 12150 MAIN ROAD 1/8- 114 NNE B6 13 CHEMICAL POLLUTION CONTROL INC 12150 MAIN RD 1/8-1/4NNE B7 29 ' MATTITUCK HIGH SCHOOL MAIN RD 1/8-114 NNE 13 46 Lower Elevation Address Dist/Dir Map ID Page ' S&S PETROLEUM 7400 MAIN RD 0-1/8 SW Al 6 TYLERS AUTOMOTIVE INC 6795 MAIN RD 1/8-1/4SW 5 13 TC2015451.2s EXECUTIVE SUMMARY 3 1 ' EXECUTIVE SUMMARY ' STATE AND LOCAL RECORDS ' LTANKS: Leaking Storage Tank Incident Reports. These records contain an inventory of reported leaking storage tank incidents reported from 4/1/86 through the most recent update.They can be either leaking underground storage tanks or leaking aboveground storage tanks.The causes of the incidents are tank test failures,tank failures or tank overfills ' A review of the LTANKS list,as provided by EDR,and dated 04/02/2007 has revealed that there are 4 LTANKS sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Dist/Dir Map 1D Page ' BERGEN 9375 MAIN ROAD 1/8- 114 NNE C11 38 Date Closed:01/21/87 MATTITUCK PARK DIST OFFIC MAIN RD / LOVE LANE 1/8- 114 NNE D12 44 ' Date Closed:07/03/92 GAS STATION 9945 MAIN ROAD 1/4-112 NNE D14 49 Date Closed: 11/03/05 ' CAIN RESIDENCE 3950 CAMP MINEOLA ROAD 1/4- 1/2E 15 52 Date Closed:06/24/03 ' HIST LTANKS:A listing of leaking underground and aboveground storage tanks. The causes of the incidents are tank test failures,tank failures or tank overfills. In 2002,the Department of Environmental Conservation stopped providing updates to its original Spills Information Database.This database includes fields that are no longer available from the NYDEC as of January 1,2002.Current information may be found in ' the NY LTANKS database. A review of the HIST LTANKS list,as provided by EDR,and dated 01/01/2002 has revealed that there are 2 HIST LTANKS sites within approximately 0.5 miles of the target property. ' EquaUHigher Elevation Address Dist/Dir Map ID Page BERGEN 9375 MAIN ROAD 1/8- 114 NNE C11 38 MATTITUCK PARK DIST OFFIC MAIN RD / LOVE LANE 1/8- 114 NNE D12 44 ' UST:The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA).The data come from the Department of ' Environmental Conservation's Petroleum Bulk Storage(PBS) Database A review of the UST list,as provided by EDR,and dated 04/02/2007 has revealed that there are 3 UST sites within approximately 0.25 miles of the target property. ' Equal/Higher Elevation Address Dist/Dir Map ID Page LOUIS SERVICE STATION S/S SOUND AVE& PACIFIC 1/8- 1/4 NNW 8 31 ROBERT L BERGEN OIL CO 9375 RTE 25 MAIN RD 1/8-1/4NNE C9 32 ' NORTH SHORE YACHT SALES INC 9270 MAIN RD 1/8-1/4NNE C10 34 TC2015451.2s EXECUTIVE SUMMARY 4 ' EXECUTIVE SUMMARY The Aboveground Storage Tank database contains registered ASTs. The data come from the Department of Environmental Conservation's Petroleum Bulk Storage(PBS)Database. A review of the AST list,as provided by EDR,and dated 04/02/2007 has revealed that there are 2 AST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Dist/Dir Map ID Page NORTH SHORE YACHT SALES INC 9270 MAIN RD 1/8-114 NNE C10 34 Lower Elevation Address Dist/Dir Map ID Page ' AMERICAN FURNITURE STRIPPING 7055 RTE 25 MAIN RD 0- 1/8 SW 4 12 MANIFEST: Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. ' A review of the NY MANIFEST list,as provided by EDR,and dated 10/26/2006 has revealed that there are 4 NY MANIFEST sites within approximately 0.25 miles of the target property. ' Equal/Higher Elevation Address Dist/Dir Map ID Page DELUXE CLEANERS 12150 MAIN ROAD 1/8-1/4NNE B6 13 CHEMICAL POLLUTION CONTROL INC 12150 MAIN RD 1/8-114 NNE B7 29 ' MATTITUCK HIGH SCHOOL MAIN RD 1/8- 114 NNE 13 46 Lower Elevation Address Dist/Dir Map ID Page S&S PETROLEUM 7400 MAIN RD 0-1/8 SW Al 6 ' SPILLS: Data collected on spills reported to NYSDEC. is required by one or more of the following: Article 12 of the Navigation Law,6 NYCRR Section 613.8(from PBS regs),or 6 NYCRR Section 595.2(from CBS ' regs). It includes spills active as of April 1, 1986,as well as spills occurring since this date. A review of the NY Spills list, as provided by EDR,and dated 04/02/2007 has revealed that there are 2 NY Spills sites within approximately 0.125 miles of the target property. Lower Elevation Address Dist/Dir Map ID Page BREMERS MARKET&DELI 11155 MAIN ROAD 0-1/8 SW A2 7 Date Closed:06/20/06 ' EMPIRE MINI MART 7400 MAIN ROAD 0- 1/8 SW A3 8 Date Closed:/ / Date Closed:06/28/99 HIST SPILLS:This database contains records of chemical and petroleum spill incidents. Under State law, petroleum and hazardous chemical spills that can impact the waters of the state must be reported by the ' spiller(and, in some cases, by anyone who has knowledge of the spills). In 2002, the Department of Environmental Conservation stopped providing updates to its original Spills Information Database. This database includes fields that are no longer available from the NYDEC as of January 1, 2002. Current information may be found in the NY SPILLS database. A review of the NY Hist Spills list, as provided by EDR,and dated 01/01/2002 has revealed that there TC2015451.2s EXECUTIVE SUMMARY 6 ' EXECUTIVE SUMMARY ' is 1 NY Hist Spills site within approximately 0.125 miles of the target property. Lower Elevation Address Dist I Dir Map ID Page ' EMPIRE MINI MART 7400 MAIN ROAD 0-1/8 SW A3 8 TC2015451.2s EXECUTIVE SUMMARY 6 1 -------------- ' EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped: Site Name Database(s) MATTITUCK ONE HOUR PHOTO INC RCRA-SQG, FINDS, NY MANIFEST SUN REFINING&MARKETING RCRA-SQG, FINDS,NY MANIFEST STARLITE AUTO BODY PROPERTY RCRA-SQG, FINDS, NY MANIFEST HOMETOWN CLEANERS RCRA-SQG, FINDS, NY MANIFEST AMERADA HESS STATION 32481 RCRA-SQG, FINDS, NY MANIFEST MATTITUCK AIRBASE SHWS RALLY S/S LTANKS, HIST LTANKS EMPIRE GAS STATION LTANKS, HIST LTANKS ' MATTITUCK HIGH SCHOOL LTANKS,HIST LTANKS MATTITUCK HIGH SCHOOL LTANKS, HIST LTANKS HESS MATTITUCK#32481 LTANKS HESS S/S#32481 UST ' MATTITUCK HIGH SCHOOL UST SAVAN RESTAURANT UST USA/LEON PETROLEUM UST,AST ECKERT OIL SERVICE INC UST,AST MATTITUCK ELEM SCHOOL UST ' BRISOTTI BUILDING UST MURPHY GARDEN CENTER UST,AST VILLAGE MARINE INC AST DICKERSONS MARINE AST ' MATTITUCK REALTY COMMERCIAL BLDG AST DELUXE CLEANERS AST MATTITUCK VILLAGE DRY CLEANERS AST CITGO S/S AST ' TWO RESIDENTIAL HOUSES AST APPLE TREE RESTAURANT NY Spills, NY Hist Spills LILCO NY Spills,NY Hist Spills MOBIL NY Spills, NY Hist Spills ' LONG ISLAND WASTE OIL NY Spills, NY Hist Spills LNS ENTERPRISES NY Spills, NY Hist Spills CROWN PETROLEUM NY Spills,NY Hist Spills ROUTE 25 X BRAY AVENUE NY Spills, NY Hist Spills ' UNK NY Spills, NY Hist Spills UNK NY Spills, NY Hist Spills HESS STATION NY Spills REAR WALDBAUMS SHOPPING NY Spills RTE 25/BRAY ROAD NY Spills, NY Hist Spills ' MCDONALDS NY Spills, NY Hist Spills UNK NY Spills, NY Hist Spills UNKNOWN NY Spills HARRIS AUTOMOTIVE NY Spills, NY Hist Spills ' USA GAS STATION NY Spills, NY Hist Spills UNKNOWN NY Spills TC20154512s EXECUTIVE SUMMARY 7 1 OVERVIEW MAP - 2015451.2s r ♦ Y. �1 / 5t yle / 1 i / m� / 1101 t Rve a s N♦y F c 1 � / 1 i � 1 * Target Property 0 174 1rs 1 Ink. 1 A Sites at elevations higher than or equal to the target property ❑ Indian Reservations BIA • Sites at elevations lower than N Oil&Gas pipelines 1 the target property A Manufactured Gas Plants ® 100-year flood zone 0 National Priority List Sites ❑ 500-year flood zone Dept.Defense Sites National Wetland Inventory 1 ❑ State Wetlands This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. 1 SITE NAME: DMOO701 CLIENT: P.W.Grasser ConsuHing ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus Matlituck NY 11952 INQUIRY N: 2015451.2s 1 LAT/LONG: 40.9879/72.5353 DATE: August 28,2007 10:30 am OaW>'I661 O 2007 EOR.Inc 0 2007 T&MW Rel.07([006. ' DETAIL MAP - 2015451.2s r a 1 � a fl 0 Q� e ! L Nr 0 ep06 cu / � New Sutt 0o e H PV ' gor u0 0 ane a P ' o j e e� a' y 9� e uj 1 / Fre$ 1 e e P� y `eY P� * Target Property o ins m va air. A Sites at elevations higher than I or equal to the target property C�_rA Indian Reservations BIA / • Sites at elevations lower than Oil&Gas pipelines the target property ®' 100-year Hood zone A Manufactured Gas Plants 1 Sensitive Receptors ® 500-year Hood zone National Priority List Sites National Wetland Inventory ' ❑ Dept.Defense Sites ❑ State Wetlands This report includes Interactive Map Layers to display and/or hide map Information.The legend includes only those icons for the default map view. SITE NAME: DM00701 CLIENT: P.W.Grosser Consulting ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus Mattituck NY 11952 INQUIRY#: 2015451.2s ' LAT/LONG: 40.9879/72.5353 DATE: August 28,2007 10:30 am Gppyr,;MO 2007 EDN,Ina OM7Tek MW WI.072 . ' MAP FINDINGS SUMMARY ' Search Target Distance Total Database Property (Miles) < 1/8 1/8- 1/4 1/4-1/2 1/2- 1 >1 Plotted FEDERAL RECORDS NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 CERCLIS 0.500 0 0 0 NR NR 0 ' CERC-NFRAP 0.500 0 0 0 NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 RCRA TSD 0.500 0 0 0 NR NR 0 RCRA Lg.Quan.Gen. 0.250 0 0 NR NR NR 0 ' RCRA Sm.Quan.Gen. 0.250 1 4 NR NR NR 5 ERNS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 t US INST CONTROL 0.500 0 0 0 NR NR 0 DOD 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 US BROWNFIELDS 0.500 0 0 0 NR NR 0 ' CONSENT 1.000 0 0 0 0 NR 0 ROD 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 ' RADINFO TP NR NR NR NR NR 0 CDL TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 LUCIS 0.500 0 0 0 NR NR 0 DOT OPS TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 ' MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 STATE AND LOCAL RECORDS HSWDS 0.500 0 0 0 NR NR 0 State Haz.Waste 1.000 0 0 0 0 NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 State Landfill 0.500 0 0 0 NR NR 0 SWRCY 0.500 0 0 0 NR NR 0 SWTIRE 0.500 0 0 0 NR NR 0 LTANKS 0.500 0 2 2 NR NR 4 ' HIST LTANKS 0.500 0 2 0 NR NR 2 TC2015451.2s Page 4 MAP FINDINGS SUMMARY Search TargetTarget Distance Total Database Property (Miles) < 1/8 1/8-1/4 1/4- 1/2 1/2- 1 > 1 Plotted UST 0.250 0 3 NR NR NR 3 CBS UST 0.250 0 0 NR NR NR 0 MOSF UST 0.500 0 0 0 NR NR 0 1 HIST UST 0.250 0 0 NR NR NR 0 AST 0.250 1 1 NR NR NR 2 CBS AST 0.250 0 0 NR NR NR 0 HISTAST TP NR NR NR NR NR 0 MOSFAST 0.500 0 0 0 NR NR 0 ' MANIFEST 0.250 1 3 NR NR NR 4 NY Spills 0.125 2 NR NR NR NR 2 NY Hist Spills 0.125 1 NR NR NR NR 1 ENG CONTROLS 0.500 0 0 0 NR NR 0 ' INST CONTROL 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 BROWNFIELDS 0.500 0 0 0 NR NR 0 ' SPDES TP NR NR NR NR NR 0 AIRS TP NR NR NR NR NR 0 CBS 0.250 0 0 NR NR NR 0 E DESIGNATION TP NR NR NR NR NR 0 ' RES DECL 0.180 0 0 NR NR NR 0 MOSF 0.500 0 0 0 NR NR 0 TRIBAL RECORDS INDIAN RESERV 1.000 0 0 0 0 NR 0 INDIAN LUST 0.500 0 0 0 NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 ' EDR PROPRIETARY RECORDS Manufactured Gas Plants 1.000 0 0 0 0 NR 0 NOTES: TP=Target Property ' NR=Not Requested at this Search Distance Sites may be listed in more than one database TC2015451.25 Page 5 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number At S&S PETROLEUM RCRA-SOG 1000556016 Sw 7400 MAIN RD FINDS NYD986985653 <1/8 LAUREL,NY 11948 NY MANIFEST 326 ft. Site 1 of 3 in cluster A Relative: ' Lower RCRAInfo: Owner: S&S PETROLEUM Actual: (516)298-5073 11 ft. EPA ID: NYD986985653 ' Contact: Not reported Classification: Small Quantity Generator TSDF Activities: Not reported ' Violation Status:No violations found FINDS: Other Pertinent Environmental Activity Identified at Site RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, ' and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. 1 NY MANIFEST: t Document ID: NYB4441878 Manifest Status: Completed copy Transl State ID: HL4120 Trans2 State ID: Not reported Generator Ship Date: 920218 Transl Recv Date: 920218 Trans2 Recv Date: Not reported TSD Site Recv Date: 920218 Part A Recv Date: 920228 ' Part B Recv Date: 920228 Generator EPA ID: NYD986985653 Transl EPA ID: NYD082785429 Trans2 EPA ID: Not reported ' TSDF ID: NYD082785429 Waste Code: D001 -NON-LISTED IGNITABLE WASTES Quantity: 00500 Units: P-Pounds ' Number of Containers: 002 Container Type: DM-Metal drums,beasts Handling Method: L Landfill. Specific Gravity: 100 Waste Code: Not reported Quantity: 00110 Units: G-Gallons(liquids only)'(8.3 pounds) Number of Containers: 002 Container Type: DM-Metal drums,barrels ' Handling Method: T Chemical,physical,or biological treatment. Specific Gravity: 100 TC2015451.2s Page 6 1 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number S&S PETROLEUM (Continued) 1000556016 ' Year: Facility Type: Generator EPA ID: NYD986985653 Facility Name: S&S PETROLEUM Facility Address: 7400 MAIN STREET Facility City: LAUREL Facility Zip 4: Not reported Country: Not reported ' County: SUFFOLK Mailing Name: S&S PETROLEUM Mailing Contact: Not reported Mailing Address: 7400 MAIN STREET Mailing City: LAUREL ' Mailing State: NY Mailing Zip: 11948 Mailing Zip4: Not reported Mailing Country: Not reported ' Mailing Phone: 000-000-0000 A2 BREMERS MARKET&DELI NY Spills 5107521331 Sw 11155 MAIN ROAD N/A <1/8 MATTITUCK,NY 11952 366 ft. ' Site 2 of 3 in cluster A Relative: Lower NY Spills: Site ID: 356991 Actual: Facility Add2: Not reported ' 11 ft. Facility ID: 0510936 Spill Number: 0510936 Facility Type: ER SWIS: 5238 ' Region of Spill: 1 Investigator. WXPRZYLO Referred To: Not reported Spill Date: 12/19/05 Reported to Dept: 12/19/05 CID: Spill Cause: Other Water Affected: Not reported Spill Source: Institutional,Educational,Gov.,Other ' Spill Notifier: Other Cleanup Ceased: Cleanup Meets Std: False Last Inspection: ' Recommended Penalty: Penalty Not Recommended UST Trust: False Spill Class: Known release that creates potential for fire or hazard.DEC Response. Willing Responsible Party.Corrective action taken. ' Spill Closed Dt: 06/20/06 Remediation Phase: 0 Date Entered In Computer: 12/19/05 Spill Record Last Update: 06/21/06 ' Spiller Name: MIKE FLYNN Spiller Company: BREMERS MARKET&DELI Spiller Address: 11155 MAIN ROAD Spiller City,St,Zip: MATTITUCK,NY 11952 Spiller Company: 001 TC2015451.25 Page 7 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number BREMERS MARKET&DELI (Continued) 5107521331 ' Spiller Phone: (631)325-2700 Contact Name: MIKE FLYNN Contact Phone: (631)325-2700 DEC Region: 1 ' Program Number: 0510936 DER Facility ID: 307028 Site ID: 356991 Operable Unit ID: 1114279 ' Operable Unit: 01 Material ID: 2104359 Material Code: 0009 Material Name: Gasoline Case No.: Not reported Material FA: Petroleum Quantity: 0.00 Units: Gallons Recovered: 0.00 ' Resource Affected: Groundwater Oxygenate: False DEC Memo: Start DECRemark-0510936 19 DEC 2005 1010 FLYNN CALLED -FOUND"SMALL" AMOUNT OF CONTAMINATION -SMELLS LIKE GAS -1000 GAL TANK -MAY BE A ' SECOND TANK PRESENT -DEC INFORMED HIM WE WOULD LIKE TO INSPECT BUT PROBABLY CAN'T DO IT TODAY,AND INQUIRED WHETHER TANK(S)CAN BE LEFT ON SITE AND EXCAVATION LEFT OPEN -HE IS NOT CERTAIN,AS SITE IS BEING EXCAVATED FOR A FOUNDATION,AND IS NEXT TO A ROAD,BUT HE WILL CHECK -THEY WILL BE TAKING ENDPOINT SAMPLES 12/19/05 1255 T/C TO M.FLYNN(631)774-6291 -EXCAVATED ' 15 YD3 OF SOIL -TANK PULLED OUT -TANK OFFSITE(NO ROOM TO STORE) - ENDPOINTS TAKEN -EXCAVATION FROM CORNER TO CORNER 19 DEC 2005 1159 FLYNN LEFT MESSAGE ON DR'S MACHINE APPROX 20 TONS OF CONTAMINATED SOIL HAVE BEEN REMOVED.ENDPOINT SAMPLES OF SOIL LAB ANALYSIS ARE CLEAN.NO FURTHER ACTION ' REQUIRED 19 DEC 2005 1310 LEFT MESSAGE FOR FLYNN 19 DEC 2005 1312 FLYNN CALLED -DID FIND SECOND 1000 GAL TANK -UNK MATERIAL -BOTH TANKS TAKEN OFF SITE DUE TO SPACE LIMITATIONS -15 CY SOIL REMOVED -STILL ON SITE - ODOR SEEMED TO STOP BEFORE GROUNDWATER -NO SHEEN ON WATER -HAS SOIL& ' WATER SAMPLES -WILL ANALYZE FOR EPA 8021 &MTBE,AND EPA 8270 -EXCAVATION TO REMAIN OPEN -FLYNN TO CALL TUES TO SEE WHEN/IF DEC CAN INSPECT -HAS SKETCH&PHOTOS -CROSS STREET IS LEGION(ACROSS FROM HESS[81-00509?])- ALSO NEXT TO BAY AVE?END DECRemark-0510936 ' Remarks: Start CallerRemark-0510936 WHIE DIGGING FOUNDATION CAME UPON A TANK THAT WAS LEAKING:MEDIATION HAS BEGUN;END CallerRemark-0510936 ' A3 EMPIRE MINI MART NY Spills 5103936931 SW 7400 MAIN ROAD NY Hist Spills WA <1/8 MATTITUCK,NY 390 ft. ' Site 3 of 3 in cluster A Relative: Lower NY Spills: Site ID: 350590 ' Actual: Facility Addr2: Not reported 10 ft. Facility ID: 0550760 Spill Number. 0550760 Facility Type: ER SWIS: 5238 ' Region of Spill: 1 Investigator: JEHAAS Referred To: Not reported Spill Date: 07/07/05 TC2015451.2s Page 8 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number 1 Elevation Site Database(s) EPA ID Number EMPIRE MINI MART (Continued) 5103936931 ' Reported to Dept: 08/05/05 CID: 01 Spill Cause: Other Water Affected: Not reported ' Spill Source: Gasoline Station Spill Notifier: Health Department Cleanup Ceased: Cleanup Meets Std: False ' Last Inspection: Recommended Penalty: Penalty Not Recommended UST Trust: False Spill Class: Not reported Spill Closed Dt: Remediation Phase: 1 Date Entered In Computer:08/05/05 Spill Record Last Update: 08/08/05 Spiller Name: Not reported ' Spiller Company: NORTH FORK MINIMART Spiller Address: 7400 MAIN ROAD Spiller City,St,Zip: MATITTUCK,NY Spiller Company: 999 Spiller Phone: Not reported Contact Name: Not reported Contact Phone: (631)852-5810 DEC Region: 1 Program Number: 0550760 DER Facility ID: 297067 Site ID: 350590 Operable Unit ID: 1108148 Operable Unit: 01 ' Material ID: 2098080 Material Code: 0009 Material Name: Gasoline Case No.: Not reported Material FA: Petroleum Quantity: 50.00 Units: Gallons Recovered: 0.00 Resource Affected: Groundwater,Drinking Water Oxygenate: False DEC Memo: Start DECRemark-0550760 SCDHS DECTECTED NUMEROUS PETROLEUM RELATED ORGANIC COMPOUNDS IN A CONFIRMATORY SAMPLE TAKE FROM THE PRIVATE DRINKING WATER SUPPLY ' WELL AT THE NORTH FORK MINI MART ON JULY 21,2005.SCDHS HAS ORDERED THE MINIMART NOT TO UTILIZE THE WATER FOR DRINKING OF FOOD PREP.NYSDEC TO INSPECT LOCATION AND REQUIRE A SUBSURFACE INVESTIGATION. END DECRemark-0550760 Remarks: Not reported ' Site ID: 81478 Facility Add2: Not reported Facility ID: 9925065 Spill Number. 9925065 ' Facility Type: ER SWIS: 5200 Region of Spill: 1 Investigator: DONOVAN ' Referred To: Not reported Spill Date: 05/03/99 TC2015451.2s Page 9 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number ' EMPIRE MINI MART (Continued) 5103936931 ' Reported to Dept: 05/04/99 CID: 01 Spill Cause: Human Error Water Affected: Not reported ' Spill Source: Tank Truck Spill Notifier. DEC Cleanup Ceased: Cleanup Meets Std: True Last Inspection: ' Recommended Penalty: Penalty Not Recommended UST Trust: False Spill Class: Known release with minimal potential for fire or hazard.DEC Response. Willing Responsible Party.Corrective action taken. ' Spill Closed Dt: 06/28/99 Remediation Phase: 0 Date Entered In Computer:05/04/99 Spill Record Last Update: 07/06/99 ' Spiller Name: ALI KOZANOGLU Spiller Company: NASSAU SUFFOLK FUEL OIL Spiller Address: 3173 RTE 112 Spiller City,St,Zip: MEDFORD,NY 11763- Spiller Company: 001 Spiller Phone: (516)698-9718 Contact Name: Not reported Contact Phone: Not reported DEC Region: 1 ' Program Number: 9925065 DER Facility ID: 75384 Site ID: Not reported Operable Unit ID: Not reported ' Operable Unit: Not reported Material ID: Not reported Material Code: Not reported Material Name: Not reported ' Case No.: Not reported Material FA: Not reported Quantity: Not reported Units: Not reported ' Recovered: Not reported Resource Affected: Not reported Oxygenate: Not reported DEC Memo: Start DECRemark-9925065 Prior to Sept,2004 data translation this spill Lead ' DEC Field was"DONOVAN 99-019'12 DRUMS OF SOIL TAKEN TO AS OIL BOHEMIA,NY, NON NOTIFICATION TICKETS ISSUED BY ECO ENRIGHT,FINES PAID END DECRemark- 9925065 Remarks: Start CallerRemark-9925065 SITE IS AT EMPIRE S/S. DURING FUEL DROP A CAP CAME LOOSE CAUSING A RELEASE OF DIESEL OIL. THE SPILLER TRIED TO DILUTE WITH ' DETERGENT AND WASH THE OIL AWAY WITH GARDEN HOSE. PRODUCT TRAVELED ALONG EDGE OF ROADWAY APPROX 200 FT AND SETTLED IN A LOW AREA. END CallerRemark-9925065 (.ick this hypedk,k while viewing on your computer to access ' additional NY SPILL:detail in the EDR Site Report. NY Hist Spills: Region of Spill: 1 ' Spill Number: 9925065 Investigator: DONOVAN 99-019 ' TC2015451.2s Page 10 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number ' EMPIRE MINI MART (Continued) 5103936931 ' Caller Name: Not reported Caller Agency: Not reported Caller Phone: Not reported Notifier Name: Not reported Notifier Agency: Not reported ' Notifier Phone: Not reported Spill Date/rime: 05/03/1999 17:00 Reported to Dept Date/Time: 05/04/99 08:00 SWIS: 47 ' Spiller Name: NASSAU SUFFOLK FUEL OIL Spiller Contact: ALI KOZANOGLU Spiller Phone: (516)698-9718 Spiller Address: 3173 RTE 112 ' Spiller City,St,Zip: MEDFORD,NY 11763- Spill Cause: Human Error Reported to Dept: On Land Water Affected: Not reported Spill Source: 08 Spill Notifier: DEC PBS Number: Not reported Cleanup Ceased: ' Cleanup Meets Std: True Last Inspection: Recommended Penalty: Penalty Not Recommended Spiller Cleanup Dt: Enforcement Date: Invstgn Complete: UST Involvement: False Spill Class: Known release with minimal potential for fire or hazard.DEC Response. Willing Responsible Party.Corrective action taken. ' Spill Closed Dt: 06/28/99 Corrective Action Plan Submitted: Date Region Sent Summary to Central Office: Date Spill Entered In Computer Data File: 05/04/99 ' Date Spill Entered In Computer Data File: 08:34 Update Date: 07/06/99 Is Updated: False PBS Number Not reported ' Tank Number: Not reported Tank Size: Not reported Test Method: Not reported Leak Rate Failed Tank: Not reported Gross Leak Rate: Not reported Material Class Type: Not reported Quantity Spilled: Not reported Unkonwn Quantity Spilled: Not reported Units: Not reported ' Quantity Recovered: Not reported Unkonwn Quantity Recovered:Not reported Material: Not reported Class Type: Not reported Times Material Entry In File: Not reported CAS Number. Not reported Last Date: Not reported DEC Remarks: 12 DRUMS OF SOIL TAKEN TO AS OIL BOHEMIA,NY,NON NOTIFICATION TICKETS ISSUED BY ' ECO ENRIGHT,FINES PAID Remark: SITE IS AT EMPIRE S/S. DURING FUEL DROP A CAP CAME LOOSE CAUSING A RELEASE OF ' TC2015451.2s Page 11 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number EMPIRE MINI MART (Continued) 5103936931 ' DIESEL OIL. THE SPILLER TRIED TO DILUTE WITH DETERGENT AND WASH THE OIL AWAY WITH GARDEN HOSE. PRODUCT TRAVELED ALONG EDGE OF ROADWAY APPROX 200 FT AND SETTLED IN A LOW AREA. ' 4 AMERICAN FURNITURE STRIPPING AST A100197284 Sw 7055 RTE 25 MAIN RD N/A <118 MATTITUCK,NY 11952 5561[. Relative: AST: Lower Facility ID: 13597 Region: SUFFOLK Actual: Owner Name: AMERICAN FURNITURE STRIPPING 11 ft. Owner Address: 7055 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 1 Location: ABOVE,IN Installed: 77 Capacity: 0000000550 Content: CAUSTIC ' Construction: STEEL Dispenser: SUCTION Fill Type: PUMPED Date Removed: 012397 ' Official Use: Removed Tank.97 Permit to Operate: Not reported Tank Key: 37755 Facility Reference#: 13777 ' Tank Count: 2 Township: SOUTHOLD Tax Map No: 1000 ' Facility ID: 13597 Region: SUFFOLK Owner Name: AMERICAN FURNITURE STRIPPING Owner Address: 7055 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 ' Tank ID: 2 Location: ABOVE,IN Installed: 77 Capacity: 0000000150 Content: HDC Construction: FRP Dispenser: SUCTION Fill Type: PUMPED ' Date Removed: 012397 Official Use: Removed Tank.97 Permit to Operate: Not reported Tank Key: 37756 ' Facility Reference#: 13777 Tank Count: 2 Township: SOUTHOLD Tax Map No: 1000 ' TC2015451.2s Page 12 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDP ID Number ' Elevation Site Database(s) EPA ID Number 5 TYLERS AUTOMOTIVE INC RCRA-SOG 1000693600 SW 6795 MAIN RD FINDS NYD986996601 ' 1/8-1/4 MATTITUCK,NY 11952 750 ft. Relative: RCRAInfo: ' Lower Owner: JAMES R TYLER (516)298-4860 Actual: EPA ID: NYD986996601 11 ft. Contact: Not reported Classification: Small Quantity Generator TSDF Activities: Not reported Violation Status:No violations found FINDS: Other Pertinent Environmental Activity Identified at Site RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA ' program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. B6 DELUXE CLEANERS RCRA-SOG 1000413978 NNE 12150 MAIN ROAD FINDS NYD981085251 1/8-1/4 MATTITUCK,NY 11952 NY MANIFEST 765 ft. Site 1 of 2 in cluster B ' Relative: Higher RCRAInfo: Owner: JAMES GRAY Actual: (516)765-1850 16 ft. EPA ID: NYD981085251 ' Contact: DANIELAMATO (516)298-4478 Classification: Small Quantity Generator t TSDF Activities: Not reported Violation Status:No violations found ' FINDS: Other Pertinent Environmental Activity Identified at Site FIS(New York-Facility Information System)is New York's Department ' of Environmental Conservation(DEC)information system for tracking environmental facility information found across the State. AFS(Aemmetdc Information Retrieval System(AIRS)Facility Subsystem)replaces the former Compliance Data System(CDS),the National Emission Data System(NEDS),and the Storage and Retrieval of Aerometdc Data(SAROAD).AIRS is the national repository for information concerning airborne pollution in the United States.AFS is used to track emissions and compliance data from industrial plants. ' TC2015451.2s Page 13 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 AFS data are utilized by states to prepare State Implementation Plans to comply with regulatory programs and by EPA as an input for the estimation of total national emissions.AFS is undergoing a major redesign to support facility operating permits required under Title V ' of the Clean Air Act. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, ' and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. ' NY MANIFEST: Document ID: NYC7267858 Manifest Status: Not reported Transt State ID: NY58746JL Trans2 State ID: T45M7WNJ Generator Ship Date: 06/08/2004 Transt Recv Date: 06/08/2004 ' Trans2 Recv Date: 06/11/2004 TSD Site Recv Date: 06/14/2004 Part A Recv Date: Not reported Part B Recv Date: Not reported ' Generator EPA ID: NYD981085251 Transt EPA ID: TXR000050930 Trans2 EPA ID: Not reported TSDF ID: OHD980587 ' Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00975 Units: P-Pounds Number of Containers: 005 Container Type: OF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year. 04 Facility Type: Generator ' EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA ' TC2015451.2s Page 14 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' Mailing Phone: 516-298-4343 Document ID: NYC7307673 Manifest Status: Not reported ' Transl State ID: NYJE5256 Trans2 State ID: T28LBDNJ Generator Ship Date: 01/27/2004 Transl Recv Date: 01/27/2004 Trans2 Recv Date: 01/30/2004 TSD Site Rem Date: 02/02/2004 Part A Rem Date: Not reported Part B Rem Date: Not reported Generator EPA ID: NYD981085251 ' Transl EPA ID: TXRO00050930 Trans2 EPA ID: Not reported TSDF ID: OHD980587 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00300 Units: P-Pounds Number of Containers: 002 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year. 04 Facility Type: Generator ' EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S ' Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 t Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC7331444 Manifest Status: Not reported Transl State ID: NYES9459 Trans2 State ID: T5OG9TNJ ' Generator Ship Date: 08/24/2004 Transl Recv Date: 08/24/2004 Trans2 Recv Date: 08/27/2004 TSD Site Rem Date: 08/30/2004 Part A Recv Date: Not reported ' Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: TXR000050930 Trans2 EPA ID: Not reported ' TSDF ID: OHD980587 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV TC2015451.2s Page 15 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Databases) EPA ID Number DELUXE CLEANERS (Continued) 1006413978 ' Quantity: 00585 Units: P-Pounds Number of Containers: 003 Container Type: DF-Fiberboard or plastic drums(glass) ' Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year. 04 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 ' Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC7192260 Manifest Status: Not reported Transl State ID: NYES9459 Trans2 State ID: NJ044 Generator Ship Date: 03/18/2004 ' Transl Recv Date: 03/18/2004 Trans2 Recv Date: 03/19/2004 TSD Site Recv Date: 03/22/2004 Part A Recv Date: Not reported ' Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: TXR000050930 Trans2 EPA ID: Not reported ' TSDF ID: OHD980587 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00450 Units: P-Pounds Number of Containers: 003 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year. 04 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR ' Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S ' TC2015451.2s Page 16 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 ' Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 Document ID: NYA8625835 ' Manifest Status: Completed copy Transl State ID: AT8756 Trans2 State ID: Not reported Generator Ship Date: 880105 ' Transl Recv Date: 880105 Trans2 Recv Date: Not reported TSD Site Recv Date: 880105 Part A Recv Date: 880111 ' Part B Recv Date: 880111 Generator EPA ID: NYD981085251 Transl EPA ID: ILD051060408 Trans2 EPA ID: Not reported ' TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00140 Units: P-Pounds ' Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: R Material recovery of more than 75 percent of the total material. Specific Gravity: 100 Year: 88 ' Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK ' Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYA6793514 Manifest Status: Completed copy Transl State ID: AT8756 ' Trans2 State ID: Not reported Generator Ship Date: 870916 Transl Recv Date: 870916 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 870916 Part A Recv Date: 870923 t TC2015451.2s Page 17 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' Part B Recv Date: 870922 Generator EPA ID: NYD981085251 Transl EPA ID: ILD000805911 Trans2 EPA ID: Not reported ' TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00140 Units: P-Pounds Number of Containers: 002 ' Container Type: DM-Metal drums,barrels Handling Method: R Material recovery of more than 75 percent of the total material. Specific Gravity: 100 Year: 87 ' Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYA5626512 Manifest Status: Completed copy Transl State ID: AT8756 ' Trans2 State ID: Not reported Generator Ship Date: 870212 Transl Recv Date: 870212 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 870212 Part A Recv Date: 870219 Part B Recv Date: 870219 Generator EPA ID: NYD981085251 Transl EPA ID: ILD000805911 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00150 ' Units: P-Pounds Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: R Material recovery of more than 75 percent of the total material. ' Specific Gravity: 100 Waste Code: Not reported Quantity: 00120 Units: P-Pounds ' Number of Containers: 002 Container Type: DM-Metal drums,barrels ' TC2015451.2s Page 18 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' Handling Method: R Material recovery of more than 75 percent of the total material. Specific Gravity: 100 Year: 87 Facility Type: Generator ' EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S ' Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYA8789488 Manifest Status: Completed copy Transl State ID: AT8756 Trans2 State ID: Not reported ' Generator Ship Date: 880426 Transl Rem Date: 880426 Trans2 Rem Date: Not reported TSD Site Rem Date: 880426 Part A Rem Date: 880502 ' Part B Rem Date: 880429 Generator EPA ID: NYD981085251 Transl EPA ID: ILD051060408 Trans2 EPA ID: Not reported ' TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00140 Units: P-Pounds ' Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method; R Material recovery of more than 75 percent of the total material. Specific Gravity: 100 ' Year. Facility Type: Generator EPAID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK ' Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 ' TC2015451.2s Page 19 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number ' DELUXE CLEANERS (Continued) 1000413978 ' Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC1366942 Manifest Status: Completed copy Transl State ID: GF1411 Trans2 State ID: Not reported Generator Ship Date: 911204 Transl Recv Date: 911204 Trans2 Recv Date: Not reported TSD Site Recv Date: 911204 Part A Recv Date: Not reported ' Part B Recv Date: 911211 Generator EPA ID: NYD981085251 Transl EPA ID: ILD051060408 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REG OF SOLV Quantity: 00195 Units: P-Pounds ' Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year: 91 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR ' Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK ' Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC1035325 Manifest Status: Completed copy Transl State ID: AT8755 ' Trans2 State ID: Not reported Generator Ship Date: 910620 Transl Recv Date: 910620 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 910620 Part A Recv Date: 910629 Part B Recv Date: 910629 Generator EPA ID: NYD981085251 ' Transl EPA ID: ILD051060408 Trans2 EPA ID: Not reported ' TC2015451.2s Page 20 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REG OF SOLV Quantity: 00140 Units: P-Pounds ' Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year: Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR ' Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK ' Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 Document ID: NYC3192570 Manifest Status: Completed copy Transl State ID: NP2515 ' Trans2 State ID: Not reported Generator Ship Date: 940823 Tmns1 Recv Date: 940823 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 940823 Part A Recv,Date: 940901 Part B Recv Date: 940831 Generator EPA ID: NYD981085251 ' Transl EPA ID: ILD984908202 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REG OF SOLV ' Quantity: 00140 Units: P-Pounds Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year: 94 Facility Type: Generator EPA ID: NYD981085251 ' Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK TC2015451.2s Page 21 ' Map ID MAP FINDINGS Direction Distance Distance(N.) EDR ID Number Elevation Site Database(s) EPA ID Number ' DELUXE CLEANERS (Continued) 1000413978 Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC3315521 Manifest Status: Completed copy Transl State ID: NP2515 Trans2 State ID: Not reported Generator Ship Date: 941101 Transl Recv Date: 941101 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 941101 Part A Recv Date: 941114 Part B Recv Date: 941114 Generator EPA ID: NYD981085251 Transl EPA ID: ILD984908202 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00195 ' Units: P-Pounds Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year. 94 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported ' Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S ' Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 Document ID: NYC3150292 ' Manifest Status: Completed copy Transl State ID: NP2515 Trans2 State ID: Not reported Generator Ship Date: 940727 Transl Recv Date: 940727 Trans2 Recv Date: Not reported ' TC2015451.2s Page 22 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' TSD Site Recv Date: 940727 Part A Recv Date: 940809 Part B Recv Date: 940805 Generator EPA ID: NYD981085251 ' Transl EPA ID: ILD984908202 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00195 Units: P-Pounds Number of Containers: 001 Container Type: OF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Waste Code: Not reported Quantity: 00140 Units: P-Pounds Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year: Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA ' Mailing Phone: 516-298-4343 Document ID: NYC3354096 Manifest Status: Completed copy ' Transl State ID: NP2515 Trans2 State ID: Not reported Generator Ship Date: 941129 Transl Recv Date: 941129 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 941129 Part A Recv Date: 941208 Part B Recv Date: 941212 Generator EPA ID: NYD981085251 ' Transl EPA ID: ILD984908202 Trans2 EPA ID: Not reported TSDF ID: NYD000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00140 Units: P-Pounds ' TC2015451.2s Page 23 ' Map ID MAP FINDINGS Direction Distance Distance(0.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 ' Year: Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK 1 Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK ' Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 Document ID: NYC3279835 Manifest Status: Completed copy ' Transl State ID: NP2515 Trans2 State ID: Not reported Generator Ship Date: 941010 Transl Recv Date: 941010 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 941010 Part A Recv Date: 941020 Part B Recv Date: 941018 Generator EPA ID: NYD981085251 ' Transl EPA ID: ILD984908202 Trans2 EPA ID: Not reported TSDF ID: NY0000708198 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00195 Units: P-Pounds Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) ' Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Waste Code: Not reported Quantity: 00140 ' Units: P-Pounds Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Year: 94 Facility Type: Generator EPAID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS ' Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK TC2015451.2s Page 24 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS ' Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYH0548811 Manifest Status: Not reported Transl State ID: NYD082785429 Trans2 State ID: Not reported ' Generator Ship Date: 01/11/2006 Transl Recv Date: 01/11/2006 Trans2 Recv Date: Not reported TSD Site Recv Date: 01/11/2006 ' Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: 12210PA ' Trans2 EPA ID: Not reported TSDF ID: NYD082785429 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00100 Units: P-Pounds ' Number of Containers: 004 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00045 Units: G-Gallons(liquids only)'(8.3 pounds) Number of Containers: 003 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year: 06 ' Facility Type: Generator EPAID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY ' Mailing Zip: 11952 Mailing Zip4: Not reported ' TC2015451,2s Page 25 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 Mailing Country: USA Mailing Phone: 516-298-4343 Document ID: NYC6665343 Manifest Status: Not reported Transl State ID: SCR000075150 Trans2 State ID: Not reported Generator Ship Date: 11/20/2001 ' Transl Recv Date: 11/20/2001 Trans2 Recv Date: Not reported TSD Site Recv Date: 11/21/2001 Part A Reov Date: Not reported Part B Recv Date: Not reported ' Generator EPA ID: NYD981085251 Transl EPA ID: NYD000708198 Transl EPA ID: Not reported TSDF ID: NY81982JC ' Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00300 Units: P-Pounds Number of Containers: 002 ' Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year: 01 ' Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY ' Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC6574476 Manifest Status: Not reported Transl State ID: SCR000075150 Transl State ID: Not reported ' Generator Ship Date: 08/29/2001 Transl Recv Date: 08/29/2001 Trans2 Recv Date: Not reported TSD Site Recv Date: 08/29/2001 Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: NYD000708198 Trans2 EPA ID: Not reported TSDF ID: NYNP2515 TC2015451.2s Page 26 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 t Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00150 Units: P-Pounds Number of Containers: 001 ' Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year: 01 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK ' Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS ' Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY ' Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC6579450 Manifest Status: Not reported Transl State ID: SCR000075150 Trans2 State ID: Not reported ' Generator Ship Date: 07/05/2001 Transl Recv Date: 07/05/2001 Trans2 Recv Date: Not reported TSD Site Recv Date: 07/05/2001 ' Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: NYD000708198 Trans2 EPA ID: Not reported TSDF ID: NYNP2515 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00300 ' Units: P-Pounds Number of Containers: 002 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 Year: 01 Facility Type: Generator EPAID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS ' Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported ' County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS TC2015451.25 Page 27 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DELUXE CLEANERS (Continued) 1000413978 Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY ' Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 516-298-4343 ' Document ID: NYC6622637 Manifest Status: Not reported Transl State ID: SCR000075150 Trans2 State ID: Not reported Generator Ship Date: 12/18/2001 Transl Recv Date: 12/18/2001 Trans2 Recv Date: Not reported TSD Site Recv Date: 12/18/2001 ' Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYD981085251 Transl EPA ID: NYD000708198 ' Trans2 EPA ID: Not reported TSOF ID: NYAT8756 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 00300 Units: P-Pounds ' Number of Containers: 002 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 ' Year. 01 Facility Type: Generator EPA ID: NYD981085251 Facility Name: MATTITUCK VILLAGE DRY CLEANERS Facility Address: ROUTE 25A&P SHOPPING CTR Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: SUFFOLK Mailing Name: VILLAGE DRY CLEANERS Mailing Contact: N/S Mailing Address: RTE 25A&P SHOPPING CTR Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: USA ' Mailing Phone: 516-298-4343 Click this hj(pad nk while viewing on your computer to access 146 additional NY—MANIFEST:record(s)in the EDR Site Report. ' TC2015451.2s Page 28 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number B7 CHEMICAL POLLUTION CONTROL INC RCRA-SOG 1009218056 NNE 12150 MAIN RD NY MANIFEST NYP000959510 ' 1/8-1/4 MATTITUCK,NY 11952 765 fL Site 2 of 2 in cluster B Relative: Higher RCRAInfo: Contact: TIM CARR Actual: (631)586-0333 18 ft. Classification: Small Quantity Generator t TSDF Activities: Not reported BIENNIAL REPORTS: Last Biennial Reporting Year:2005 ' Waste Quantity(Lbs) F002 40100.00 Violation Status:No violations found NY MANIFEST: Document ID: NYHO528975 Manifest Status: Not reported Transl State ID: NYD986908085 ' Trans2 State ID: Not reported Generator Ship Date: 11/30/2005 Transl Recv Date: 11/30/2005 Trans2 Recv Date: Not reported ' TSD Site Recv,Date: 12/01/2005 Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYP000959510 ' Transl EPA ID: AD72894 Transl EPA ID: Not reported TSDF ID: NYD082785429 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00006 Units: Y-Cubic yards`(.85 tons) Number of Containers: 001 Container Type: TT-Cargo tank,tank trucks Handling Method: B Incineration,heat recovery,burning. ' Specific Gravity: 01.00 Year. Not reported Facility Type: Generator EPA ID: NYP000959510 ' Facility Name: CHEMICAL POLLUTION CONTROL INC Facility Address: 12150 MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: USA County: SUFFOLK Mailing Name: CHEMICAL POLLUTION CONTROL INC Mailing Contact: PAUL KEELER Mailing Address: 120 SOUTH FOURTH STREET Mailing City: BAY SHORE Mailing State: NY Mailing Zip: 11706 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 631-586-0333 TC2015451.2s Page 29 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number CHEMICAL POLLUTION CONTROL INC (Continued) 1009218056 ' Document ID: NYH0529002 Manifest Status: Not reported Transl State ID: NYD986908085 Trans2 State ID: Not reported ' Generator Ship Date: 11/30/2005 Transl Recv Date: 11/30/2005 Trans2 Recv Date: Not reported TSD Site Recv Date: 12/02/2005 ' Part A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYP000959510 Transl EPA ID: 39290PA Trans2 EPA ID: Not reported TSDF ID: NYD082785429 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV Quantity: 03500 Units: G-Gallons(liquids only)'(8.3 pounds) Number of Containers: 001 Container Type: TT-Cargo tank,tank trucks Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 ' Year. Not reported Facility Type: Generator EPA ID: NYP000959510 Facility Name: CHEMICAL POLLUTION CONTROL INC ' Facility Address: 12150 MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: USA County: SUFFOLK ' Mailing Name: CHEMICAL POLLUTION CONTROL INC Mailing Contact: PAUL KEELER Mailing Address: 120 SOUTH FOURTH STREET Mailing City: BAY SHORE ' Mailing State: NY Mailing Zip: 11706 Mailing Zip4: Not reported Mailing Country: USA Mailing Phone: 631-586-0333 Document ID: NYH0544545 Manifest Status: Not reported Transl State ID: NYD082785429 Trans2 State ID: Not reported Generator Ship Date: 11/30/2005 Transl Recv Date: 11/30/2005 Trans2 Recv Date: Not reported ' TSD Site Recv Date: 11/30/2005 Pan A Recv Date: Not reported Part B Recv Date: Not reported Generator EPA ID: NYP000959510 ' Transl EPA ID: Not reported Trans2 EPA ID: Not reported TSDF ID: NYD082785429 Waste Code: F002-HALO SOLV+STILL BOTTOMS FM REC OF SOLV ' Quantity: 00100 Units: P-Pounds TC2015451.2s Page 30 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number CHEMICAL POLLUTION CONTROL INC (Continued) 1009218056 ' Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 01.00 ' Year: Not reported Facility Type: Generator EPA ID: NYP000959510 Facility Name: CHEMICAL POLLUTION CONTROL INC ' Facility Address: 12150 MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: USA County: SUFFOLK ' Mailing Name: CHEMICAL POLLUTION CONTROL INC Mailing Contact: PAUL KEELER Mailing Address: 120 SOUTH FOURTH STREET Mailing City: BAY SHORE ' Mailing State: NY Mailing Zip: 11706 Mailing Zip4: Not reported Mailing Country: USA ' Mailing Phone: 631-586-0333 8 LOUS SERVICE STATION S/S UST 0003843068 NNW SOUND AVE&PACIFIC N/A 1/8-1/4 MATTITUCK,NY 11952 992 ft. Relative: UST: Higher Facility ID: 13673 Region: SUFFOLK Actual: Owner Name: LOU'S SERVICE STATION ' 15 ft. Owner Address: PACFIC&SOUND AVE Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 1 Location: UNDER,OUT Installed: 59 ' Capacity: 0000003000 Content: GASOLINE Construction: STEEL Dispenser: SUCTION ' Fill Type: GRAVITY Date Removed: 091388 Official Use: Removed Tank.88 Permit to Operate: Not reported ' Tank Key: 37888 Facility Reference 1f: 04003 Tank Count: 3 Township: SOUTHOLD ' Tax Map No: 1000 141.00 004 011.000 Facility ID: 13673 Region: SUFFOLK ' Owner Name: LOU'S SERVICE STATION Owner Address: PACFIC&SOUND AVE Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 2 Location: UNDER,OUT TC2015451.2s Page 31 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number LOUS SERVICE STATION S/S (Continued) 0003843068 Installed: 59 Capacity: 0000003000 Content: GASOLINE Construction: STEEL Dispenser: SUCTION Fill Type: GRAVITY Date Removed: 091388 Official Use: Removed Tank.88 Permit to Operate: Not reported ' Tank Key: 37889 Facility Reference#: 04003 Tank Count: 3 Township: SOUTHOLD ' Tax Map No: 1000 141.00 004 011.000 Facility ID: 13673 Region: SUFFOLK ' Owner Name: LOU'S SERVICE STATION Owner Address: PACFIC 8,SOUND AVE Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 3 ' Location: UNDER,OUT Installed: 59 Capacity: 0000000550 Content: WASTE OIL Construction: STEEL Dispenser. SUCTION Fill Type: GRAVITY Date Removed: 091388 Official Use: Removed Tank.88 Permit to Operate: Not reported Tank Key: 37890 Facility Reference#: 04003 Tank Count: 3 ' Township: SOUTHOLD Tax Map No: 1000 141.00 004 011.000 ' C9 ROBERT L BERGEN OIL CO UST 0003539905 NNE 9375 RTE 25 MAIN RD N/A 1/8-1/4 MATTITUCK,NY 11952 ft. Relytive: Site 1 of 3 in cluster C Rela Higher UST: Facility ID: 13504 ' Actual: Region: SUFFOLK 18 ff. Owner Name: ROBERT L BURGEN OIL CO Owner Address: 9375 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 i 1 Loca tion Locan: UNDER,OUT Installed: 81 Capacity: 0000001000 Content: KEROSENE Construction: STEEL Dispenser: SUCTION Fill Type: PUMPED Date Removed: Not reported ' TC2015451.2s Page 32 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number ROBERT L BERGEN OIL CO (Continued) 0003539905 ' Official Use: Exempt from Suffolk County Art 12 Regulation Permit to Operate: Not reported Tank Key: 37427 Facility Reference#: 13679 ' Tank Count: 5 Township: SOUTHOLD Tax Map No: 1000 122.00 006 011.000 Facility ID: 13504 ' Region: SUFFOLK Owner Name: ROBERT L BURGEN OIL CO Owner Address: 9375 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 ' TanklD: 2 Location: UNDER,OUT Installed: 70 Capacity: 0000005000 ' Content: DIESEL Construction: STEEL Dispenser. SUCTION Fill Type: PUMPED ' Date Removed: 022890 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37428 ' Facility Reference#: 13679 Tank Count: 5 Township: SOUTHOLD Tax Map No: 1000 122.00 006 011.000 ' Facility ID: 13504 Region: SUFFOLK Owner Name: ROBERT L BURGEN OIL CO Owner Address: 9375 MAIN RD ' Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 3 Location: UNDER,OUT Installed: 68 ' Capacity: 0000003000 Content: GASOLINE Construction: STEEL Dispenser: SUCTION ' Fill Type: GRAVITY Date Removed: 022890 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37429 ' Facility Reference#: 13679 Tank Count: 5 Township: SOUTHOLD Tax Map No: 1000 122.00 006 011.000 Facility ID: 13504 Region: SUFFOLK Owner Name: ROBERT L BURGEN OIL CO Owner Address: 9375 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 TC2015451.2s Page 33 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number ROBERT L BERGEN OIL CO (Continued) 0003539905 ' i 4 oca n L Location: UNDER,OUT Installed: 68 Capacity: 0000003000 Content: GASOLINE Construction: STEEL Dispenser: SUCTION Fill Type: GRAVITY Date Removed: 022890 ' Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37430 Facility Reference#: 13679 ' Tank Count: 5 Township: SOUTHOLD Tax Map No: 1000 122.00 006 011.000 Facility ID: 13504 Region: SUFFOLK Owner Name: ROBERT L BURGEN OIL CO Owner Address: 9375 MAIN RD ' Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 5 Location: UNDER,OUT Installed: 75 Capacity: 0000004000 Content: GASOLINE Construction: STEEL Dispenser: SUCTION Fill Type: GRAVITY Date Removed: 022890 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37431 Facility Reference#: 13679 Tank Count: 5 Township: SOUTHOLD Tax Map No: 1000 122.00 006 011.000 Glick thy_,Wp,rl nk while viewing on your computer to access additional NY—UST—SUFFOLK:detail in the EDR Site Report. ' CID NORTH SHORE YACHT SALES INC UST 0003844598 NNE 9270 MAIN RD AST N/A 1/8-1/4 MATTITUCK,NY 11952 1062 ft. Site 2 of 3 in cluster C Relative: Higher UST: Facility ID: 13505 Actual: Region: SUFFOLK 17 ft. Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 4 Location: UNDER,OUT Installed: 72 Capacity: 0000010000 TC2015451.2s Page 34 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number NORTH SHORE YACHT SALES INC (Continued) 0003844598 ' Content: GASOLINE Construction: STEEL Dispenser: SUCTION Fill Type: GRAVITY Date Removed: 122090 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37435 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 122.00 006 012.000 Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK, NY 11952 TanklD: 5 Location: UNDER,OUT Installed: 72 ' Capacity: 0000010000 Content: GASOLINE Construction: STEEL Dispenser. SUCTION Fill Type: GRAVITY Date Removed: 122090 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37436 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 122.00 006 012.000 ' Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC ' Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 6 Location: UNDER,OUT Installed: 80 Capacity: 0000010000 Content: WASTE OIL Construction: STEEL Dispenser: SUCTION Fill Type: PUMPED Date Removed: 122090 Official Use: Removed Tank.90 Permit to Operate: Not reported Tank Key: 37437 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD ' Tax Map No: 1000 122.00 006 012.000 TC2015451.2s Page 35 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number NORTH SHORE YACHT SALES INC (Continued) 0003844598 Facility ID: 13505 Region: SUFFOLK Owner Name: . NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD ' Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 8 Location: UNDER,OUT Installed: Not reported Capacity: 0000002000 Content: KEROSENE Construction: STEEL Dispenser. SUCTION Fill Type: PUMPED Date Removed: 010183 Official Use: Removed Tank.83 Permit to Operate: Not reported Tank Key: 37438 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 122.00 006 012.000 Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 9 Location: UNDER,OUT Installed: Not reported Capacity: 0000002000 Content: KEROSENE Construction: STEEL Dispenser: SUCTION ' Fill Type: PUMPED Date Removed: 010183 Official Use: Removed Tank.83 Permit to Operate: Not reported ' Tank Key: 37439 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD ' Tax Map No: 1000 122.00 006 012.000 al k rh,mrnodink while viewing on your computer to access 3 additional NY_UST_SUFFOLK:record(s)in the EDR Site Report. AST: Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK, NY 11952 TanklD: 1 Location: ABOVE,OUT Installed: 65 Capacity: 0000020000 TC2015451.2s Page 36 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number NORTH SHORE YACHT SALES INC (Continued) 0003844598 ' Content: #2 FUEL OIL Construction: STEEL Dispenser. SUCTION Fill Type: PUMPED Date Removed: 081199 Official Use: Removed Tank.99 Permit to Operate: Not reported Tank Key: 37432 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD 1 Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 2 Location: ABOVE,OUT Installed: 70 Capacity: 0000015000 Content: #2 FUEL OIL Construction: STEEL Dispenser: SUCTION Fill Type: PUMPED Date Removed: 081199 Official Use: Removed Tank.99 Permit to Operate: Not reported Tank Key: 37433 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 ' Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC ' Owner Address: 9270 MAIN RD Owner City,St,Zip: MATTITUCK,NY 11952 TanklD: 3 Location: ABOVE,OUT ' Installed: 60 Capacity: 0000015000 Content: #2 FUEL OIL Construction: STEEL Dispenser: SUCTION Fill Type: PUMPED Date Removed: 081199 Official Use: Removed Tank.99 Permit to Operate: Not reported ' Tank Key: 37434 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD ' Tax Map No: 1000 TC2015451.2s Page 37 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EOR ID Number Elevation Site Database(s) EPA ID Number NORTH SHORE YACHT SALES INC (Continued) 0003844598 ' Facility ID: 13505 Region: SUFFOLK Owner Name: NORTH SHORE YACHT SALES INC Owner Address: 9270 MAIN RD ' Owner City,St,Zip: MATTITUCK,NY 11952 Tank ID: 13 Location: ABOVE,OUT Installed: Not reported ' Capacity: 0000004000 Content: GASOLINE Construction: Not reported Dispenser: SUCTION Fill Type: PUMPED ' Date Removed: Not reported Official Use: Never Installed Permit to Operate: Not reported Tank Key: 37443 Facility Reference#: 13680 Tank Count: 12 Township: SOUTHOLD Tax Map No: 1000 C111 BERGEN LTANKS S103564163 ' NNE 9375 MAIN ROAD NY Spills N/A 1/8.1/4 MATTITUCK,NY NY Hist Spills 1155 ft. HIST LTANKS Site 3 of 3 in cluster C Relative: ' Higher LTANKS: Site ID: 313742 Actual: Spill Date: 03/08/84 15 ft. Facility Add2: Not reported ' Facility ID: 8302660 Program Number: 8302660 SWIS: 5238 Region of Spill: 1 Investigator: NYSDOT Referred To: NYSDOT Reported to Dept: 03/23/84 CID: 01 Spill Cause: Tank Test Failure ' Water Affected: Not reported Spill Source: Non Major Facility>1,100 gal Spill Notifier: Tank Tester Cleanup Ceased: 01/21/87 Cleanup Meets Standard: True Last Inspection: Recommended Penalty: Penalty Not Recommended UST Involvement: True Spill Class: Not reported Spill Closed Dt: 01/21/87 Remediation Phase: 0 Date Entered In Computer:01/05/93 ' Spill Record Last Update: 04/01/05 Spills Namer: Not reported Spiller Company: ROBERT L BERGEN OIL CO Spiller Phone: (516)298-4880 Spiller Extention: Not reported TC2015451.2s Page 38 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number BERGEN (Continued) 5103564163 ' Spiller Address: 9375 MAIN ROAD Spiller City,St,Zip: MATTITUCK,NY 11952 Spiller County: 001 Spiller Contact: Not reported ' Spiller Phone: Not reported Spiller Extention: Not reported DEC Region: 1 Program Number: 8302660 DER Facility ID: 289214 Site ID: 313742 Operable Unit ID: 894778 Operable Unit: 01 Material ID: 481499 Material Code: 0008 Material Name: Diesel Case No.: Not reported Material FA: Petroleum Quantity: 0.00 Units: Gallons Recovered: 0.00 Resource Affected: Groundwater Oxygenate: False Site ID: 313742 Spill Tank Test: 4334 Tank Number: Not reported t Tank Size: 0 Test Method: 00 Leak Rate: 0.00 Gross Fail: Not reported Modified By: Spills Last Modified: 10/01/04 Test Method: Unknown DEC Memo: Start DECRemark-8302660 Prior to Sept,2004 data translation this spill Lead DEC Field was"DOT FD" / / :***SEE ALSO 8301654: ESTIMATED 300GAL WATER/GAS PUMPED FROM U/G TANK ONTO GROUND. / / "'SEE ALSO 8403084 SP5490:WELL INSTALLATION. / / :"'SEE ALSO 8504756: 60-80GAL OF UNLEADED GAS FROM TRUCK OVERFILL. / / :—BELOW ARE THREE OTHER CASES WE ARE AWARE OF HERE;ARE THERE OTHERS?. 03/08/84:A: JJJ MUTUAL ' MAINTENANCE PETRO-TITE TESTS 2 3K NOLEAD AND 1 5K DIESEL. THE 2 3K PASS(ONE AT-.048),BUT THE 5K FAILS AT-.420. 03/08/84:B: OWNER OF PROPERTY AND TANKS(AS PER TEST REPORT)- ROBERT L.BERGEN OIL INC ATTN:DALE BERGEN P.O. BOX 1406(OR 9375 MAIN?)MATTITUCK NY. 03/23/84:DOT RECEIVE NOTIFICATION BY ' MAIL. 03/26/84:""'DOT SENDS 3OPTION LETTER TO GETTY(REASON FOR THIS NOT STATED,BUT IN SPILL 8504756,IT IS NOTED THERE IS A GETTY S/S HERE ALSO. INVESTIGATOR FOR THAT SAYS BERGEN OWNED BOTH'..". 04/06/84:DOT RECEIVE REPLY FROM GETTY: TANKS WERE SOLD BY GETTY TO BERGEN IN JUL79. 04/10/84: ' DOT SEND 3OPTION LETTER TO BERGEN. 04/18/84:BERGEN SAYS THEY WILL HAVE TANK RETESTED. 10/18/84:G&M DEGE SAYS TANK HAS BEEN RETESTED: HAD AIR POCKET.TANK WAS VENTED; IT SUBSEQUENTLY PASSED RETEST. 01/21/87:DEC CLOSES FILE. FILE HAS BEEN DESTROYED ACCORDING TO STATE ARCHIVE AND RECORD ADMINISTRATOR RETENTION/DISPOSAL PROCEDURES END DECRemark-8302660 Remarks: Start CallerRemark-8302660 A 5K DIESEL FAILED PETRO-TITE AT-.420. "'DOT NOTIFIED BY LETTER— —OTHERS HERE"'END CallerRemark-8302660 NY Spills: Site ID: 313743 Facility Add2: Not reported TC2015451.2s Page 39 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number BERGEN (Continued) S103564163 Facility ID: 8504756 Spill Number. 8504756 Facility Type: ER SWIS: 5238 Region of Spill: 1 Investigator: WXOBRIEN Referred To: Not reported Spill Date: 03/24/86 Reported to Dept: 03/24/86 CID: 01 Spill Cause: Other Water Affected: Not reported Spill Source: Non Major Facility>1,100 gal Spill Notifier. Responsible Party Cleanup Ceased: 03/28/86 Cleanup Meets Std: True Last Inspection: ' Recommended Penalty: Penalty Not Recommended UST Trust: False Spill Class: Not reported Spill Closed Dt: 03/28/86 Remediation Phase: 0 Date Entered In Computer. 01/05/93 Spill Record Last Update: 03/21/06 Spiller Name: Not reported Spiller Company: ROBERT L.BERGEN OIL CO Spiller Address: 9375 MAIN RD Spiller City,St,Zip: MATTITUCK,NY 11952 Spiller Company: 001 Spiller Phone: (516)2984880 Contact Name: Not reported Contact Phone: Not reported DEC Region: 1 Program Number: 8504756 ' DER Facility ID: 289214 Site ID: 313743 Operable Unit ID: 897767 Operable Unit: 01 Material ID: 480110 Material Code: 0009 Material Name: Gasoline Case No.: Not reported ' Material FA: Petroleum Quantity: 70.00 Units: Gallons Recovered: 60.00 Resource Affected: Soil Oxygenate: False DEC Memo: Start DECRemark-8504756 Prior to Sept,2004 data translation this spill Lead DEC Field was"O'BRIEN FD' / / :LINK DATE: RECEIVE FAX OF LAB RESULTS- NO LEAD,BUT FLASH OF 59F. / / :BERGEN AERATES SOIL TO REMOVE VOLATILES./ / :UNK DATE: RECEIVE FAX OF SECOND ANALYSIS- LOW BTEX AND FLASH>212F. / / :"'SEE ALSO 8301654: ESTIMATED 300GAL WATER/GAS PUMPED OUT OF U/G TANK ONTO GROUND. / / :"'SEE ALSO 8302660: PETRO-TITE TEST FAILURE OF 5K DIESEL. / / :"'SEE ALSO 8403084 SP5490: WELL INSTALLATION. / / :"'BELOW ARE THREE OTHER CASES WE ARE AWARE OF HERE;ARE THERE OTHERS?. 03/24/86:A: DEC NOTIFIED BY BERGEN OF OVERFILL OF ' TC2015451.2s Page 40 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number BERGEN (Continued) 5103564163 TRUCK AT THEIR FACILITY. APPROX 60-BOGAL REGLEADED GAS SPILLED ONTO GROUND. 03/24/86:B: DEC(O'BRIEN)RESPONDS- SITE HAD NO LOADING RACK;TRUCKS USED THEIR OWN PUMPS TO LOAD. (THIS IS ILLEGAL?). 03/24/86:C: —THERE WAS ALSO A GETTY S/S HERE,WHICH BERGEN OWNED. 03/24/86:D:BERGEN STOCKPILED 10-12CY SOIL. CLEANUP SATISFACTORY. DEC DELIVERED SAMPLE TO PEDNEAULT FOR BERGEN. 03/24/86:DEC(PARISH)SENDS BERGEN LETTER NOTIFYING THEM OF NEED TO ANALYZE AND PROPERLY DISPOSE OF THE SOIL. 03/28/86:DEC CLOSES FILE PENDING DISPOSAL. 04/21/86:SOLID WASTE ISSUES LETTER OKAYING DISPOSAL AT TOWN LANDFILL. FILE HAS BEEN DESTROYED ACCORDING TO STATE ARCHIVE AND RECORD ADMINISTRATOR RETENTION/DISPOSAL PROCEDURES END DECRemark-8504756 Remarks: Start CallerRemark-8504756 APPROX 70-80GAL OVERFILL OF TANK TRUCK. PRODUCT WAS REG LEADED GAS. —OTHERS HERE"'END CallerRemark-8504756 NY Hist Spills: Region of Spill: 1 Spill Number: 8504756 Investigator: O'BRIEN FD Caller Name: Not reported Caller Agency: Not reported Caller Phone: Not reported Notifier Name: Not reported Notifier Agency: Not reported Notifier Phone: Not reported Spill Date/Time: 03/24/1986 11:00 Reported to Dept Date/Time: 03/24/86 12:45 SWIS: 47 Spiller Name: ROBERT L.BERGEN OIL CO Spiller Contact: Not reported Spiller Phone: (516)298-4880 ' Spiller Address: 9375 MAIN RD Spiller City,St,Zip: MATTITUCK,NY 11952 Spill Cause: Other Reported to Dept: On Land Water Affected: Not reported Spill Source: 04 Spill Notifier. Responsible Parry PBS Number: Not reported Cleanup Ceased: 03/28/86 ' Cleanup Meets Std: Two Last Inspection: Recommended Penalty: Penalty Not Recommended Spiller Cleanup Dt: ' Enforcement Date: Invstgn Complete: UST Involvement: False Spill Class: Not reported Spill Closed Dt: 03/28/86 Corrective Action Plan Submitted: Date Region Sent Summary to Central Office: Date Spill Entered In Computer Data File: 01/05/93 Date Spill Entered In Computer Data File: Not reported Update Date: 05/20/98 Is Updated: False PBS Number: Not reported Tank Number: Not reported ' Tank Size: Not reported Test Method: Not reported TC2015451.2s Page 41 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number BERGEN (Continued) 5103564163 ' Leak Rate Failed Tank: Not reported Gross Leak Rate: Not reported Material Class Type: Petroleum Quantity Spilled: 70 Unkonwn Quantity Spilled: False Units: Gallons Quantity Recovered: 60 Unkonwn Quantity Recovered:False Material: GASOLINE Class Type: GASOLINE Times Material Entry In File: 21329 CAS Number: Not reported Last Date: 19940929 DEC Remarks: / / :LINK DATE: RECEIVE FAX OF LAB RESULTS- NO LEAD,BUT FLASH OF 59F. BERGEN AERATES SOIL TO REMOVE VOLATILES. / / :LINK DATE: RECEIVE FAX OF SECOND ANALYSIS- LOW BTEX AND FLASH>212F. / / :"'SEE ALSO 8301654: ESTIMATED 300GAL WATER/GAS PUMPED OUT OF U/G TANK ONTO GROUND. / / :"'SEE ALSO 8302660: PETRO-TITE TEST FAILURE OF 5K DIESEL. / / "`SEE ALSO 8403084 SP5490: WELL INSTALLATION. / / :"`BELOW ARE THREE OTHER CASES WE ARE AWARE OFHERE;ARE THERE OTHERS?. 03/24/86:A: DEC NOTIFIED BY BERGEN OF OVERFILL OF TRUCK AT THEIR FACILITY. APPROX 60-80GAL REG LEADED GAS SPILLED ONTO GROUND. 03/24/86:B: DEC O BRIEN)RESPONDS- SITE HAD NO LOADING RACK;TRUCKS USED THEIR OWN PUMPS TO LOAD. THIS IS ILLEGAL?). 03/24/86:C: —THERE WAS ALSO A GETTY S/S HERE,WHICH BERGEN OWNED. 03/24/86:D: BERGEN STOCKPILED 10-12CY SOIL. CLEANUP SATISFACTORY. DEC ' DELIVERED SAMPLE TO PEDNEAULT FOR BERGEN. 03/24/86:DEC PARISH)SENDS BERGEN LETTER NOTIFYING THEM OF NEED TO ANALYZE AND PROPERLY DISPOSE OF THE SOIL. 03/28/86:DEC CLOSES FILE PENDING DISPOSAL. 04/21/86:SOLID WASTE ISSUES LETTER OKAYING DISPOSAL AT TOWN LANDFILL. Remark: APPROX 70-80GAL OVERFILL OF TANK TRUCK. PRODUCT WAS REG LEADED GAS. —OTHERS HERE"' HIST LTANKS: Region of Spill: 1 Spill Number: 8302660 Investigator: DOT FD Caller Name: Not reported ' Caller Agency: Not reported Caller Phone: Not reported Caller Extension: Not reported Notifier Name: Not reported Notifier Agency: Not reported ' Notifier Phone: Not reported Notifier Extension: Not reported Spill Date: 03/08/1984 Spill Time: 16:30 Reported to Department Date:03/23/84 Reported to Department Time:09:00 SWIS: 47 Spiller Contact: Not reported Spiller Phone: Not reported Spiller Extention: Not reported Spiller Name: ROBERT L BERGEN OIL CO Spiller Address: 9375 MAIN RD Spiller City,St,Zip: MATTITUCK,NY 11952 Facility Contact: Not reported Facility Phone: (516)298-4880 TC2015451.2s Page 42 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number BERGEN (Continued) S103564163 ' Facility Extention: Not reported Spill Cause: Tank Test Failure Resource Affecid: Groundwater Water Affected: Not reported ' Spill Source: Non Major Facility>1,100 gallons Spill Notifier: Tank Tester PBS Number: Not reported Cleanup Ceased: 01/21/87 ' Cleanup Meets Standard: True Last Inspection: Recommended Penalty: Penalty Not Recommended Spiller Cleanup Date: Enforcement Date: ' Investigation Complete: UST Involvement: True Spill Class: Not reported Spill Closed Dt: 01/21/87 Date Region Sent Summary to Central Office: Corrective Action Plan Submitted: Date Spill Entered In Computer Data File: 01/05/93 Time Spill Entered In Computer Data File: Not reported ' Spill Record Last Update: 05/20/98 Is Updated: False PBS Number. Not reported Tank Number: Not reported Tank Size: 0 Test Method: Not reposed Leak Rate Failed Tank: 0.00 Gross Leak Rate: Not reported Material Class Type: Petroleum ' Quantity Spilled: 0 Unkonwn Quantity Spilled: False Units: Gallons Quantity Recovered: 0 ' Unkonwn Quantity Recovered:False Material: DIESEL Class Type: DIESEL Times Material Entry In File: 10625 ' CAS Number: Not reported Last Date: 19940728 DEC Remarks: / / :"'SEE ALSO 8301654: ESTIMATED 300GAL WATER/GAS PUMPED FROM U/G TANK ONTO GROUND./ / :"'SEE ALSO 8403084 SP5490: WELL INSTALLATION./ / : "'SEE ALSO 8504756: 60-80GAL OF UNLEADED GAS FROM TRUCK OVERFILL. "'BELOW ARE THREEOTHER CASES WE ARE AWARE OF HERE;ARE THERE OTHERS?. 03/08/84:A: JJJ MUTUAL MAINTENANCE PETRO-TITE TESTS 2 3K NO LEAD AND 1 5K DIESEL. THE 2 3K PASS ONE AT-.048),BUT THE 5K FAILS AT-.420.03/08/84:B: OWNER OF PROPERTY AND TANKS AS PER TEST REPORT)- ROBERT L.BERGEN OIL INC ATTN:DALE BERGEN P.O.BOX 1406 OR 9375 MAIN?)MATTITUCK NY. 03/23/84:DOT RECEIVE NOTIFICATION BY MAIL.03/26/84:""'DOT SENDS 3OPTION LETTER TO GETTY REASON FOR THIS NOT STATED,BUT IN SPILL 8504756, IT ISNOTED THERE IS A GETTY S/S HERE ALSO. INVESTIGATOR FOR THAT SAYS BERGEN OWNED BOTH""'. 04/06/84: DOT RECEIVE REPLY FROM GETTY: TANKS WERE SOLD BY GETTY TO BERGEN IN JUL79. 04/10/84:DOT SEND 30PTION LETTER TO BERGEN.04/18/84:BERGEN SAYS THEYWILL HAVE TANK RETESTED. 10/18/84:G M DEGE SAYS TANK HAS BEEN RETESTED: HAD AIR POCKET. TANK WAS VENTED; IT SUBSEQUENTLY PASSED RETEST.01/21/87:DEC CLOSES FILE. Spill Cause: ASK DIESEL FAILED PETRO-TITE AT-.420. "'DOT NOTIFIED BY LETTER"""OTHERS TC2015451.2s Page 43 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number BERGEN (Continued) 5103564163 HERE"` ' D12 MATTITUCK PARK DIST OFFIC LTANKS 5105054307 NNE MAIN RD / LOVE LANE HIST LTANKS WA 1/8-1/4 MATTITUCK,NY 1284 ft. Site i of 2 in cluster D ' Relative: Higher LTANKS: Site ID: 130531 Actual: Spill Date: 06/09/92 15 ft. Facility Add2: Not reported Facility ID: 9202895 Program Number: 9202895 SWIS: 5200 ' Region of Spill: 1 Investigator: KAKISPER Referred To: Not reported Reported to Dept: 06/10/92 CID: Not reported Spill Cause: Tank Failure Water Affected: Not reported Spill Source: Commercial/Industrial Spill Notifier. Responsible Parry Cleanup Ceased: 07/03/92 Cleanup Meets Standard: True Last Inspection: Recommended Penalty: Penalty Not Recommended ' UST Involvement: False Spill Class: Known release that creates potential for fire or hazard.DEC Response. Willing Responsible Party.Corrective action taken. Spill Closed Dt: 07/03/92 ' Remediation Phase: 0 Date Entered In Computer:06/11/92 Spill Record Last Update: 07/06/92 Spills Namer: Not reported Spiller Company: MATTITUCK PARK DIST OFFIC Spiller Phone: (516)298-8353 Spiller Extention: Not reported Spiller Address: P.O. 1424 Spiller City,St,Zip: MATTITUCK,NY ' Spiller County: 001 Spiller Contact: Not reported Spiller Phone: Not reported Spiller Extention: Not reported DEC Region: 1 Program Number: 9202895 DER Facility ID: 112475 Site ID: 130531 Operable Unit ID: 966941 Operable Unit: 01 Material ID: 410727 Material Code: 0001 Material Name: #2 Fuel Oil Case No.: Not reported Material FA: Petroleum Quantity: 0.00 Units: Gallons TC2015451.2s Page 44 ' Map ID MAP FINDINGS Direction Distance Distance(N.) EDR ID Number Elevation Site Database(s) EPA ID Number MATTITUCK PARK DIST OFFIC (Continued) 5105054307 ' Recovered: 0.00 Resource Affected: Soil Oxygenate: False Site ID: Not reported ' Spill Tank Test: Not reported Tank Number: Not reported Tank Size: Not reported Test Method: Not reported Leak Rate: Not reported Gross Fail: Not reported Modified By: Not reported Last Modified: Not reported Test Method: Not reported ' DEC Memo: Start DECRemark-9202895 Prior to Sept,2004 data translation this spill Lead DEC Field was"KISPERT'07/03/92:SPILL CONTAINED IN BASEMENT.SMALL AMOUT OF AFFECTED SOIL REMOVED.BOTH TANKS REMOVED NO NEED FOR FURTHER ACTION. END DECRemark-9202895 ' Remarks: Start CallerRemark-9202895 BELIEVE TANK IS LEAKING IN BASEMENT OF DISTRICT OFFICE,END CallerRemark-9202895 HIST LTANKS: Region of Spill: 1 Spill Number: 9202895 Investigator. KISPERT Caller Name: Not reported Caller Agency: Not reported Caller Phone: Not reported Caller Extension: Not reported Notifier Name: Not reported Notifier Agency: Not reported Notifier Phone: Not reported Notifier Extension: Not reported Spill Date: 06/09/1992 Spill Time: 12:00 Reported to Department Date:06/10/92 Reported to Department Time:08:50 SWIS: 47 ' Spiller Contact: Not reported Spiller Phone: Not reported Spiller Extention: Not reported Spiller Name: MATTITUCK PARK DIST OFFIC Spiller Address: P.O. 1424 Spiller City,St,Zip: MATTITUCK,NY Facility Contact: Not reported Facility Phone: (516)298-8353 Facility Extention: Not reported Spill Cause: Tank Failure Resource Affectd: On Land Water Affected: Not reported Spill Source: Other Commercial/Industrial Spill Notifier: Responsible Parry PBS Number. Not reported Cleanup Ceased: 07/03/92 Cleanup Meets Standard: True Last Inspection: Recommended Penalty: Penalty Not Recommended Spiller Cleanup Date: TC2015451.2s Page 45 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number MATTITUCK PARK DIST OFFIC (Continued) 5105054307 Enforcement Date: Investigation Complete: / / UST Involvement: False Spill Class: Known release that creates potential for fire or hazard.DEC Response. ' Willing Responsible Party.Corrective action taken. Spill Closed Dt: 07/03/92 Date Region Sent Summary to Central Office: Corrective Action Plan Submitted: ' Date Spill Entered In Computer Data File: 06/11/92 Time Spill Entered In Computer Data File: Not reported Spill Record Last Update: 07/06/92 Is Updated: False PBS Number: Not reported Tank Number: Not reported Tank Size: Not reported Test Method: Not reported Leak Rate Failed Tank: Not reported ' Gross Leak Rate: Not reported Material Class Type: Petroleum Quantity Spilled: 0 Unkonwn Quantity Spilled: False Units: Gallons Quantity Recovered: 0 Unkonwn Quantity Recovered:False Material: #2 FUEL OIL Class Type: #2 FUEL OIL Times Material Entry In File: 24464 CAS Number: Not reported Last Date: 19941207 DEC Remarks: 07/03/92:SPILL CONTAINED IN BASEMENT.SMALL AMOUT OF AFFECTED SOIL REMOVED. BOTH TANKS REMOVED NO NEED FOR FURTHER ACTION. Spill Cause: BELIEVE TANK IS LEAKING IN BASEMENT OF DISTRICT OFFICE, 13 MATTITUCK HIGH SCHOOL RCRA-SQG 1000413981 NNE MAIN RD FINDS NYD986898369 1/8.1/4 MATTITUCK,NY 11952 NY MANIFEST 1303 ft. Relative: RCRAInfo: Higher Owner: MATTITUCK CUTCHOGUE UFSD (212)555-1212 Actual: EPA ID: NYD986898369 14 ft. Contact: Not reported Classification: Small Quantity Generator TSDF Activities: Not reported Violation Status:No violations found ' FINDS: Other Pertinent Environmental Activity Identified at Site RCRAInfo is a national information system that supports the Resource ' Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. TC2015451.2s Page 46 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number MATTITUCK HIGH SCHOOL (Continued) 1000413981 ' NY MANIFEST: Document 10: NYB8312076 Manifest Status: Completed copy Transl State ID: XR4643 Trans2 State ID: Not reported Generator Ship Date: 961204 Transl Recv Date: 961204 Trans2 Recv Date: Not reported TSD Site Recv Date: 961204 Part A Recv Date: 970102 Part B Recv Date: 961226 Generator EPA ID: NYD986898369 Transl EPA ID: NYD082785429 Trans2 EPA ID: Not reported TSDF ID: NYD082785429 Waste Code: D002-NON-LISTED CORROSIVE WASTES Quantity: 00001 Units: G-Gallons(liquids only)'(8.3 pounds) Number of Containers: 001 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: T Chemical,physical,or biological treatment. Specific Gravity: 100 Year: 96 Facility Type: Generator EPA ID: NYD986898369 Facility Name: MATTITUCK HIGH SCHOOL Facility Address: MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: NASSAU Mailing Name: MATTITUCK HIGH SCHOOL Mailing Contact: Not reported Mailing Address: MAIN ROAD Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported Mailing Country: Not reported Mailing Phone: 516-2984242 Document ID: NYB5127759 Manifest Status: Completed after the designated time period for a TSDF to get a copy to the DEC Transl State ID: RK3198 Trans2 State ID: Not reported Generator Ship Date: 930826 ' Transl Recv Date: 930826 Trans2 Recv Date: Not reported TSD Site Recv Date: 930826 Part A Recv Date: Not reported Part B Recv Date: 930924 Generator EPA ID: NYD986898369 Transl EPA ID: NYD064743263 Trans2 EPA ID: Not reported TSDF ID: NYD082785429 ' Waste Code: D008-LEAD 5.0 MG/L TCLP Quantity: 00030 TC2015451.25 Page 47 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number MATTITUCK HIGH SCHOOL (Continued) 1000413981 Units: G-Gallons(liquids only)`(8.3 pounds) Number of Containers: 001 Container Type: DM-Metal drums,barrels Handling Method: T Chemical,physical,or biological treatment. ' Specific Gravity: 107 Year: 93 Facility Type: Generator EPA ID: NYD986898369 ' Facility Name: MATTITUCK HIGH SCHOOL Facility Address: MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported County: NASSAU Mailing Name: MATTITUCK HIGH SCHOOL Mailing Contact: Not reported Mailing Address: MAIN ROAD Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported ' Mailing Country: Not reported Mailing Phone: 516-298-4242 Document ID: NYB2135601 Manifest Status: Completed after the designated time period for a TSDF to get a copy to the DEC Transl State ID: NL6934 Trans2 State ID: Not reported Generator Ship Date: 900821 Transl Recv Date: 900821 ' Trans2 Recv Date: Not reported TSD Site Recv Date: 900821 Part A Recv Date: 901114 Part B Raw Date: 900914 Generator EPA ID: NYD986898369 Transl EPA ID: NYD077444263 Trans2 EPA ID: Not reported TSDF ID: NYD077444263 Waste Code: D001 -NON-LISTED IGNITABLE WASTES Quantity: 00350 Units: P-Pounds Number of Containers: 002 Container Type: DM-Metal drums,barrels Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Waste Code: Not reported Quantity: 00080 Units: P-Pounds Number of Containers: 002 Container Type: DF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Waste Code: Not reported Quantity: 00120 Units: P-Pounds Number of Containers: 003 Container Type: DF-Fiberboard or plastic drums(glass) TC2015451.2s Page 48 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number MATTITUCK HIGH SCHOOL (Continued) 1000413981 Handling Method: B Incineration,heat recovery,burning. Specific Gravity: 100 Waste Code: Not reported Quantity: 00040 Units: P-Pounds Number of Containers: 001 Container Type: OF-Fiberboard or plastic drums(glass) Handling Method: B Incineration,heat recovery,burning. ' Specific Gravity: 100 Year: 90 Facility Type: Generator EPA ID: NYD986898369 Facility Name: MATTITUCK HIGH SCHOOL Facility Address: MAIN ROAD Facility City: MATTITUCK Facility Zip 4: Not reported Country: Not reported ' County: NASSAU Mailing Name: MATTITUCK HIGH SCHOOL Mailing Contact: Not reported Mailing Address: MAIN ROAD ' Mailing City: MATTITUCK Mailing State: NY Mailing Zip: 11952 Mailing Zip4: Not reported e Mailing Country: Not reported Mailing Phone: 516-298-4242 D14 GAS STATION LTANKS S106125759 NNE 9945 MAIN ROAD NY Spills N/A 1/4-1/2 MATTITUCK,NY 11952 1369 ft. Site 2 of 2 in cluster D Relative: Higher LTANKS: Site ID: 102952 Actual: Spill Date: 09/28/04 ' 14 ft. Facility Add2: Not reported Facility ID: 0407160 Program Number: 0407160 SWIS: 5238 Region of Spill: 1 Investigator. HMCIRRIT Referred To: Not reported Reported to Dept: 09/28/04 CID: 01 Spill Cause: Tank Test Failure Water Affected: Not reported Spill Source: Commercial/Industrial Spill Notifier: Other Cleanup Ceased: Cleanup Meets Standard: False Last Inspection: Recommended Penalty: Penalty Not Recommended ' UST Involvement: True Spill Class: Known release that creates potential for fire or hazard.DEC Response. Willing Responsible Party.Corrective action taken. Spill Closed Dt: 11/03/05 TC2015451.2s Page 49 1 Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number GAS STATION (Continued) 5106125759 ' Remediation Phase: 0 Date Entered In Computer:09/28/04 Spill Record Last Update: 11/08/05 Spille Namer: SANDY SELIG ' Spiller Company: GAS STATION Spiller Phone: (845)561-7100 Spiller Extention: Not reported Spiller Address: 9945 MAIN ROAD Spiller City,St,Zip: MATTITUCK,NY 11952 ' Spiller County: 001 Spiller Contact: SANDY SELIG Spiller Phone: (845)561-7100 Spiller Extention: Not reported ' DEC Region: 1 Program Number: 0407160 DER Facility ID: 91122 Site ID: 102952 ' Operable Unit ID: 890433 Operable Unit: 01 Material ID: 485005 Material Code: 0008 ' Material Name: Diesel Case No.: Not reported Material FA: Petroleum Quantity: 0.00 ' Units: Not reported Recovered: 0.00 Resource Affected: Soil Oxygenate: False Site ID: 102952 ' Spill Tank Test: 4277 Tank Number: 001 Tank Size: 8000 Test Method: 20 ' Leak Rate: 0.00 Gross Fail: Not reported Modified By: Spills Last Modified: 10/01/04 ' Test Method: USTest 2000/P/LL plus USTest 2000/U DEC Memo: Start DECRemark-0407160 Prior to Sept,2004 data translation this spill Lead DEC Field was" ' AFTER HOURS SPILL 1710-CALL TO SELIG FROM WAREX TERMINAL-STATION IS OWNED BY WAREX-TANK IN HER RECORDS ' IS 10K DIESEL. THEY SHUT DOWN TANK. WILL BE DISCONNECTING PROBE IN INTERSTITIAL SPACE&RETESTING INTERSTITIAL ALONE. FAILURE DUE TO RISER PIPE CAP NOT BEING TIGHTENED,REPAIRED,RETESTED AND PASSED END DECRemark- 0407160 Remarks: Start CallerRemark-0407160 tank test failed.END CallerRemark-0407160 NY Spills: Site ID: 192926 ' Facility Addr2: Not reported Facility ID: 0312365 Spill Number: 0312365 Facility Type: ER SWIS: 5238 ' Region of Spill: 1 Investigator: KMYAGER ' TC2015451.2s Page 50 1 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number ' Elevation Site Database(s) EPA ID Number GAS STATION (Continued) 5106125759 ' Referred To: Not reported Spill Date: 02/06/04 Reported to Dept: 02/06/04 CID: 01 ' Spill Cause: Equipment Failure Water Affected: Not reported Spill Source: Gasoline Station Spill Notifier. Other Cleanup Ceased: ' Cleanup Meets Std: False Last Inspection: Recommended Penalty: Penalty Not Recommended UST Trust: True ' Spill Class: Known release that creates potential for fire or hazard.DEC Response. Willing Responsible Parry.Corrective action taken. Spill Closed Dt: 06/02/05 Remediation Phase: 0 ' Date Entered In Computer:02/06/04 Spill Record Last Update: 06/06/05 Spiller Name: ED RAPLEE Spiller Company: MATTITUCK CITGO Spiller Address: 9945 MAIN ROAD Spiller City,St,Zip: MATTITUCK,NY Spiller Company: 001 Spiller Phone: (631)298-4225 Contact Name: ED RAPLEE ' Contact Phone: (631)298-4225 DEC Region: 1 Program Number: 0312365 DER Facility ID: 160868 ' Site ID: 192926 Operable Unit ID: 879811 Operable Unit: 01 Material ID: 497578 Material Code: 0008 Material Name: Diesel Case No.: Not reported Material FA: Petroleum ' Quantity: 45.00 Units: Gallons Recovered: 0.00 Resource Affected: Soil ' Oxygenate: False DEC Memo: Start DECRemark-0312365 Prior to Sept,2004 data translation this spill Lead DEC Field was"YAGER" TELECON CALLER,SHORTAGE DISCOVERED FROM A 10 DAY INVENTORY RECONCILIATION ANALYSIS,DESCREPANCY NOTED FOR 3 CONSECUTIVE DAYS,NO ALARMS TRIGGEREDON VEEDER ROOT.PRODUCT IN SUMP THAT CONTAINS SUBM PUMP,DIESEL TANK.SUMP WAS PUMPED OUT, PLAN TO HAVE LINE TESTED AND SUMP HYDROS TESTED, WILL CALL BACK WITH SCHEDULE FOR TESTING SEE 97-10278 END DECRemark-0312365 Remarks: Start CallerRemark-0312365 HAD SHORTAGE ON LINE AND FOUND A LEAKING FLEX LINE,MAKING REPAIR,AND RECOVERING THE GAS OUT OF SUMP,TESTING CO.WILL THEN ' RETEST: YOU CAN CALL STEVE FOR FURTHER INFO: END CallerRemark-0312365 ' TC2015451.2s Page 51 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number 15 CAIN RESIDENCE LTANKS 5105998329 East 3950 CAMP MINEOLA ROAD N/A ' 1/4-1/2 MATTITUCK,NY 2404 ft. Relative: LTANKS: ' Higher Site ID: 285094 Spill Date: 03/08/03 Actual: Facility Add2: Not reported 22 ft. Facility ID: 0212090 Program Number: 0212090 ' SWIS: 5200 Region of Spill: 1 Investigator: KASALAFR Referred To: Not reported ' Reported to Dept: 03/08/03 CID: 01 Spill Cause: Tank Failure Water Affected: Not reported t Spill Source: Private Dwelling Spill Notifier: Responsible Party Cleanup Ceased: Cleanup Meets Standard: True ' Last Inspection: Recommended Penalty: Penalty Not Recommended UST Involvement: False Spill Class: Known release that creates potential for fire or hazard.DEC Response. Willing Responsible Parry.Corrective action taken. ' Spill Closed Dt: 06/24/03 Remediation Phase: 0 Date Entered In Computer: 03/08/03 Spill Record Last Update: 06/25/03 ' Spille Namer: CHARLES CAIN Spiller Company: CAIN RESIDENCE Spiller Phone: (631)298-2192 Spiller Extention: Not reported ' Spiller Address: 3950 CAMP MINEOLA ROAD Spiller City,St,Zip: MATTITUCK,NY Spiller County: 001 Spiller Contact: CHARLES CAIN ' Spiller Phone: (631)298-2192 Spiller Extention: Not reported DEC Region: 1 Program Number: 0212090 DER Facility ID: 231179 Site ID: 285094 Operable Unit ID: 865545 Operable Unit: 01 Material ID: 511837 ' Material Code: 0001 Material Name: k2 Fuel Oil Case No.: Not reported Material FA: Petroleum ' Quantity: 100.00 Units: Gallons Recovered: 0.00 Resource Affected: Soil ' Oxygenate: False Site ID: Not reported 1 TC2015451.2s Page 52 ' Map ID MAP FINDINGS Direction Distance Distance(ft.) EDR ID Number Elevation Site Database(s) EPA ID Number ' CAIN RESIDENCE (Continued) 5105998329 Spill Tank Test: Not reported Tank Number: Not reported Tank Size: Not reported Test Method: Not reported ' Leak Rate: Not reported Gross Fail: Not reported Modified By: Not reported Last Modified: Not reported Test Method: Not reported ' DEC Memo: Start DECRemark-0212090 Prior to Sept,2004 data translation this spill Lead DEC Field was'SALAFRIO"3/10 SPOKE TO CHRISTINE AT MILRO-THEY SET UP TEMP TANK,AWAITING WORD ON COVERAGE FROM OWNERS INSURANCE-NEW YORK CENTRAL MUTUAL THE TANK WAS INA SHED, ESTIMATE 125 GALS SPILLED 5/1/03 NO OIL WAS SPILLED, ' TANK WAS WEEPING/SWEATING.OIL COATED LEAVES REMOVED,NEW TANK INSTALLED END DECRemark-0212090 Remarks: Start CallerRemark-0212090 275 ABOVE GROUND TANK HAS LEAKED APPROX 100 GALLONS OF MATERIAL ONTO THE GROUND.PETRO OIL CO ON SITE-MILRO ENVIRONMENTAL ' TO RESPOND WITH REPLACEMENT TANK AND FOR CLEANUP.END CallerRemark-0212090 1 TC2015451.2s Page 53 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) MATTITUCK 1000413979 MATTITUCK ONE HOUR PHOTO INC A&P SHOPPING CENTER MAIN RD 11952 RCRA-SQG,FINDS,NY MANIFEST MATTITUCK 1000129645 SUN REFINING&MARKETING RTE 25 11952 RCRA-SQG,FINDS,NY MANIFEST MATTITUCK 1000364545 STARLITE AUTO BODY PROPERTY RTE 25 11952 RCRA-SOG,FINDS,NY MANIFEST MATTITUCK A100195813 VILLAGE MARINE INC RTE 25 MAIN RD 11952 AST MATTITUCK A100195861 DICKERSONS MARINE RTE 25 MAIN RD 11952 AST MATTITUCK A100196715 MATTITUCK REALTY COMMERCIAL BLDG RTE 25 MAIN RD 11952 AST MATTITUCK A100264671 DELUXE CLEANERS 12150 RTE 25 MAIN RD 11952 AST MATTITUCK A100264867 MATTITUCK VILLAGE DRY CLEANERS 25 RTE 25 MAIN RD 11952 AST MATTITUCK A100265164 CITGO S/S 9945 RTE 25 MAIN HD&FACTORY 11952 AST MATTITUCK S100664195 APPLE TREE RESTAURANT ROUTE 25 11952 NY Spills,NY Hist Spills MATTITUCK 5102090311 LILCO RTE 25 E/O RR TRUSSEL 11952 NY Spills,NY Hist Spills MATTITUCK 5102091715 MOBIL RTE 25 / SUNSET LANE 11952 NY Spills,NY Hist Spills MATTITUCK S102566650 RALLY S/S RTE 25 11952 LTANKS,HIST LTANKS MATTITUCK 5102568622 EMPIRE GAS STATION RTE 25 11952 LTANKS,HIST LTANKS MATTITUCK 5103565872 LONG ISLAND WASTE OIL RTE 25 / FACTORY AVE 11952 NY Spills,NY Hist Spills MATTITUCK S104282842 LNS ENTERPRISES RTE 25 AT LOVE LANE 11952 NY Spills,NY Hist Spills MATTITUCK 5104283883 CROWN PETROLEUM RTE 25 / BAY AVENUE 11952 NY Spills,NY Hist Spills MATTITUCK S104645654 ROUTE 25 X BRAY AVENUE 11952 NY Spills,NY Hist Spills MATTITUCK 5104784538 UNK RTE 25 / EVERGREEN STREET 11952 NY Spills,NY Hist Spills MATTITUCK S104785334 LINK RTE 25 11952 NY Spills,NY Hist Spills MATTITUCK 5104877054 MATTITUCK HIGH SCHOOL RTE 25 11952 LTANKS,HIST LTANKS MATTITUCK 5104877090 MATTITUCK HIGH SCHOOL RTE 25 11952 LTANKS,HIST LTANKS MATTITUCK S106013225 HESS STATION RTE 25/BAY AVENUE 11952 NY Spills MATTITUCK 5106472006 HESS MATTITUCK#32481 RTE 25 MAIN ROAD 11952 LTANKS MATTITUCK 5106698618 REAR WALDBAUMS SHOPPING RTE 25 / FACTORY AVE 11952 NY Spills MATTITUCK 0003539864 HESS S/S#32481 RTE 25 MAIN RD 11952 UST MATTITUCK 0003539970 MATTITUCK HIGH SCHOOL 15125 RTE 25 MAIN RD 11952 UST MATTITUCK 0003540002 SAVAN RESTAURANT RTE 25 MAIN RD 11952 UST MATTITUCK 0003844599 USA/LEON PETROLEUM RTE 25 MAIN RD 11952 UST,AST MATTITUCK 0003844614 ECKERT OIL SERVICE INC RTE 25 MAIN RD 11952 UST,AST MATTITUCK 0003844625 MATTITUCK ELEM SCHOOL RTE 25 MAIN RD 11952 UST MATTITUCK 0003844632 BRISOTTI BUILDING RTE 25 MAIN RD 11952 UST MATTITUCK 5105235079 RTE 25/13RAY ROAD 11952 NY Spills,NY Hist Spills MATTITUCK 5103036213 MCDONALDS RTE 25A 11952 NY Spills,NY Hist Spills MATTITUCK S104784761 LINK RTE 48 W/O WICKHAM STREET 11952 NY Spills,NY Hist Spills MATTITUCK 5107409439 UNKNOWN RTE 48 NY Spills MATTITUCK A100197272 TWO RESIDENTIAL HOUSES BAY AVE 11952 AST MATTITUCK 1000223872 HOMETOWN CLEANERS MAIN RD 11952 RCRA-SQG,FINDS,NY MANIFEST MATTITUCK S102095890 HARRIS AUTOMOTIVE MAIN RD/MATTITUCK AVE 11952 NY Spills,NY Hist Spills MATTITUCK 1004756841 AMERADA HESS STATION 32481 11100 MAIN RD&BAY AVE RTE 25 11952 RCRA-SQG,FINDS,NY MANIFEST MATTITUCK S103565990 USA GAS STATION MARRATOOKA AVENUE/RTE 25 11952 NY Spills,NY Hist Spills MATTITUCK 5106015815 UNKNOWN OFF SOUND AVE/RTE 48 11952 NY Spills MATTITUCK UD03539984 MURPHY GARDEN CENTER OLD MAIN RD 11952 UST,AST TC2015451.2s Page 54 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) SOUTHOLD 5106780911 MATTITUCKAIRBASE AIRWAY DRIVE 11952 SHWS TC2015451.2s Page 55 '�I 1 EPA Waste Codes Addendum ' Code Description ' F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE,AND 1,1,2-TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004,OR F005,AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT ' SOLVENTS AND SPENT SOLVENT MIXTURES. 1 1 1 ' TC2015451.2s-Page EPA-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases,EDR contacts the appropriate governmental agency ' on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. FEDERAL RECORDS NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Supedund Program.NPL sites may encompass relatively large areas.As such,EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional EPA offices. Date of Government Version:04/20/2007 Source: EPA Date Data Arrived at EDR:05/03/2007 Telephone: N/A Date Made Active in Reports:07/05/2007 Last EDR Contact:07/31/2007 Number of Days to Update:63 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:QuarterlyNPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 ' Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 ' EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.EPA then accepts public comments on the site,responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version:04/20/2007 Source: EPA Date Data Arrived at EDR:05/03/2007 Telephone: N/A Date Made Active in Reports:07/05/2007 Last EDR Contact:08/03/2007 Number of Days to Update:63 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:Quarterly DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL.In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version:04/20/2007 Source: EPA Date Data Arrived at EDR:05/03/2007 Telephone: N/A Date Made Active in Reports:06/25/2007 Last EDR Contact:08/03/2007 ' Number of Days to Update:53 Next Scheduled EDR Contact:10/29/2007 Data Release Frequency:Quarterly TC2015451.2s Page GR-1 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING NPL LIENS: Federal Superfund Liens Federal Superfund Liens.Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability.USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/20/2007 Number of Days to Update:56 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:No Update Planned CERCLIS: Comprehensive Environmental Response,Compensation,and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities, private companies and private persons,pursuant to Section 103 of the Comprehensive Environmental Response,Compensation, ' and Liability Act(CERCLA).CERCLIS contains sites which are either proposed to or on the National Priorities List(NPL)and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version:02/27/2007 Source: EPA Date Data Arrived at EDR:03/21/2007 Telephone: 703-412-9810 ' Date Made Active in Reports:04/27/2007 Last EDR Contact:06/20/2007 Number of Days to Update:37 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Quarterly ' CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites.Archived status indicates that,to the best of EPA's knowledge,assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List(NPL),unless information indicates ' this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site;it only means that, based upon available information,the location is not judged to be a potential NPL site. Date of Government Version:03/21/2007 Source: EPA Date Data Arrived at EDR:04/27/2007 Telephone: 703-412-9810 Date Made Active in Reports:05/25/2007 Last EDR Contact:06/15/2007 Number of Days to Update:28 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Quarterly ' CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version:03/14/2007 Source: EPA Date Data Arrived at EDR:03/20/2007 Telephone: 800-424-9346 Date Made Active in Reports:04/27/2007 Last EDR Contact:06/04/2007 Number of Days to Update:38 Next Scheduled EDR Contact:09/03/2007 Data Release Frequency:Quarterly ' RCRA: Resource Conservation and Recovery Act Information TC2015451.2s Page GR-2 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System(RCRIS). The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Conditionally exempt small quantity generators(CESQGs)generate less than 100 kg of hazardous waste,or less than 1 kg of acutely hazardous waste per month.Small quantity generators(SOGs)generate between 100 kg and 1,000 kg of hazardous waste per month.Large quantity generators(LQGs)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month.Transporters are individuals or entities that move hazardous waste from ' the generator off-site to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store, or dispose of the waste. Date of Government Version:06/13/2006 Source: EPA Date Data Arrived at EDR:06/28/2006 Telephone: (212)637-3660 ' Date Made Active in Reports:08/23/2006 Last EDR Contact:07/16/2007 Number of Days to Update:56 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Quarterly ' ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/31/2006 Source: National Response Center,United States Coast Guard ' Date Data Arrived at EDR:01/24/2007 Telephone: 202-267-2180 Date Made Active in Reports:03/12/2007 Last EDR Contact:07/23/2007 Number of Days to Update:47 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Annually HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System.HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:03/05/2007 Source: U.S.Department of Transportation Date Data Arrived at EDR:04/17/2007 Telephone: 202-366-4555 Date Made Active in Reports:05/14/2007 Last EDR Contact:07/18/2007 Number of Days to Update:27 Next Scheduled EDR Contact: 10/15/2007 Data Release Frequency:Annually ' US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place.Engineering controls include various forms of caps,building foundations,liners,and treatment methods to create pathway elimination for regulated substances to enter environmental ' media or effect human health. Date of Government Version:04/20/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:04/26/2007 Telephone: 703-603-8905 Date Made Active in Reports:05/25/2007 Last EDR Contact:07/02/2007 Number of Days to Update:29 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site.Deed restrictions are generally required as part of the institutional controls. ' Date of Government Version:04/20/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:04/26/2007 Telephone: 703-603-8905 Date Made Active in Reports:05/25/2007 Last EDR Contact:07/02/2007 Number of Days to Update:29 Next Scheduled EDR Contact:10/01/2007 Data Release Frequency:Varies TC2015451.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DOD: Department of Defense Sites ' This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States,Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 703-692-8801 Date Made Active in Reports:01/11/2007 Last EDR Contact:08/09/2007 Number of Days to Update:62 Next Scheduled EDR Contact: 11/05/2007 Data Release Frequency:Semi-Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 12/31/2005 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:09/20/2006 Telephone: 202-528-4285 Date Made Active in Reports: 11/22/2006 Last EDR Contact:08/13/2007 Number of Days to Update:63 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Vedas ' US BROWNFIELDS: A Listing of Brownfields Sites Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Brownfields Assessments.Targeted Brownfields Assessments-EPA's Targeted Brownfields Assessments(TBA)program is designed to help states,tribes,and municipalities--especially those without EPA Brownfields Assessment Demonstration Pilots--minimize the uncertainties of contamination often associated with brownfields.Under the TBA program,EPA provides funding and/or technical assistance for environmental assessments at brownfields sites throughout the country.Targeted Brownfields Assessments supplement and work with other efforts under EPA's Brownfields Initiative to promote cleanup and redevelopment of brownfields.Cooperative Agreement Recipients-States,political subdivisions,territories,and Indian tribes become Brownfields Cleanup Revolving Loan Fund(BCRLF)cooperative agreement recipients when they enter into BCRLF cooperative agreements with the U.S.EPA.EPA selects BCRLF cooperative agreement recipients based on a proposal and application process.BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownfields-related cleanup activities. Date of Government Version:04/04/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:04/04/2007 Telephone: 202-566-2777 ' Date Made Active in Reports:05/25/2007 Last EDR Contact:06/11/2007 Number of Days to Update:51 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Semi-Annually CONSENT: Supertund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Supertund)sites.Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version:08/23/2006 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:03/06/2007 Telephone: Varies Date Made Active in Reports:04/10/2007 Last EDR Contact:08/23/2007 Number of Days to Update:35 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Vedas ROD: Records Of Decision Record of Decision.ROD documents mandate a permanent remedy at an NPL(Supertund)site containing technical and health information to aid in the cleanup. Date of Government Version:03/27/2007 Source: EPA Date Data Arrived at EDR:03/27/2007 Telephone: 703-416-0223 Date Made Active in Reports:04/27/2007 Last EDR Contact:07/02/2007 Number of Days to Update:31 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Annually TC2015451.2s Page GR-4 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING 1.111i Uranium Mill Tailings Sites ' Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material(mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however,in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 12/31/2005 Source: Department of Energy Date Data Arrived at EDR:11/08/2006 Telephone: 505-845-0011 Date Made Active in Reports:01/29/2007 Last EDR Contact:07/05/2007 Number of Days to Update:82 Next Scheduled EDR Contact:09/17/2007 ' Data Release Frequency:Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 ' Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2005 Source: EPA Date Data Arrived at EDR:04/27/2007 Telephone: 202-566-0250 Date Made Active in Reports:07/05/2007 Last EDR Contact:06/19/2007 Number of Days to Update:69 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Annually TSCA: Toxic Substances Control Act Toxic Substances Control Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list.It includes data on the production volume of these substances by plant site. ' Date of Government Version: 12/31/2002 Source: EPA Date Data Arrived at EDR:04/14/2006 Telephone: 202-260-5521 Date Made Active in Reports:05/30/2006 Last EDR Contact:07/30/2007 Number of Days to Update:46 Next Scheduled EDR Contact:10/15/2007 Data Release Frequency:Every 4 Years FTTS: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide,Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Community Right-to-Know Act).To maintain currency,EDR contacts the Agency on a quarterly basis. Date of Government Version:04/13/2007 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR:04/25/2007 Telephone: 202-566-1667 Date Made Active in Reports:07/05/2007 Last EDR Contact:06/15/2007 Number of Days to Update:71 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Quarterly FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide,Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04/13/2007 Source: EPA Date Data Arrived at EDR:04/25/2007 Telephone: 202-566-1667 Date Made Active in Reports:07/05/2007 Last EDR Contact:06/15/2007 Number of Days to Update:71 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Quarterly 1 TC2015451.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SSTS: Section 7 Tracking Systems ' Section 7 of the Federal Insecticide,Fungicide and Rodenticide Act,as amended(92 Stat.829)requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1 st each year.Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2005 Source: EPA Date Data Arrived at EDR:03/13/2007 Telephone: 202-564-4203 Date Made Active in Reports:04/27/2007 Last EDR Contact:07/16/2007 Number of Days to Update:45 Next Scheduled EDR Contact: 10/15/2007 ' Data Release Frequency:Annually LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent ' Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version:03/08/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:04/12/2007 Telephone: 202-564-6023 Date Made Active in Reports:05/14/2007 Last EDR Contact:08/20/2007 Number of Days to Update:32 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Varies ' RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. Date of Government Version:05/01/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:05/03/2007 Telephone: 202-343-9775 Date Made Active in Reports:05/25/2007 Last EDR Contact:08/01/2007 Number of Days to Update:22 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:Quarterly CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S.Department of Justice("the Department')provides this web site as a public service.It contains addresses of some locations where law enforcement agencies reported ' they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most rases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version: 12/01/2006 Source: Drug Enforcement Administration Date Data Arrived at EDR:01/08/2007 Telephone: 202-307-1000 Date Made Active in Reports:01/11/2007 Last EDR Contact:06/29/2007 Number of Days to Update:3 Next Scheduled EDR Contact:09/24/2007 ' Data Release Frequency:Quarterly HIST FITS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA (Federal Insecticide,Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact:06/15/2007 Number of Days to Update:40 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:No Update Planned ' TC2015451.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version:02/21/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:04/03/2007 Telephone: 202-564-5088 Dale Made Active in Reports:05/14/2007 Last EDR Contact:06/22/2007 Number of Days to Update:41 Next Scheduled EDR Contact:07/16/2007 Data Release Frequency:Quarterly LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 12/09/2005 Source: Department of the Navy Date Data Arrived at EDR:12/11/2006 Telephone: 843-820-7326 Date Made Active in Reports:01/11/2007 Last EDR Contact:06/11/2007 Number of Days to Update:31 Next Scheduled EDR Contact:09/10/2007 ' Data Release Frequency:Varies DOT OPS: Incident and Accident Data Department of Transpomtion,Office of Pipeline Safety Incident and Accident data. Date of Government Version:05/14/2007 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:05/30/2007 Telephone: 202-366-4595 Date Made Active in Reports:07/05/2007 Last EDR Contact:05/30/2007 Number of Days to Update:36 Next Scheduled EDR Contact:08/27/2007 ' - Data Release Frequency:Varies PADS: PCB Activity Database System PCB Activity Database.PADS Identifies generators,transporters,commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version:10/17/2006 Source: EPA Date Data Arrived at EDR: 11/29/2006 Telephone: 202-566-0500 Date Made Active in Reports:01/11/2007 Last EDR Contact:08/09/2007 ' Number of Days to Update:43 Next Scheduled EDR Contact: 11/05/2007 Data Release Frequency:Annually MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/05/2007 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:04/25/2007 Telephone: 301-415-7169 Date Made Active in Reports:05/25/2007 Last EDR Contact:07/02/2007 Number of Days to Update:30 Next Scheduled EDR Contact:10/01/2007 Data Release Frequency:Quarterly ' MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version:02/06/2007 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR:03/28/2007 Telephone: 303-231-5959 Date Made Active in Reports:05/14/2007 Last EDR Contact:06/28/2007 Number of Days to Update:47 Next Scheduled EDR Contact:09/24/2007 Data Release Frequency:Semi-Annually TC2015451.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System.FINDS contains both facility information and'pointers'to other sources that contain more detail.EDR includes the following FINDS databases in this report:PCS(Permit Compliance System),AIRS(Aerometnc Information Retrieval System),DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes),FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement actions for all environmental statutes),FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:04/12/2007 Source: EPA Date Data Arrived at EDR:05/17/2007 Telephone: (212)637-3000 Date Made Active in Reports:07/05/2007 Last EDR Contact:07/02/2007 Number of Days to Update:49 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Quarterly ' RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System.RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995,data entry in the RAATS database was discontinued.EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/04/2007 Number of Days to Update:35 Next Scheduled EDR Contact:09/03/2007 Data Release Frequency:No Update Planned BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste.BRS captures detailed data from two groups:Large Quantity Generators(LQG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2005 Source: EPA/NTIS Date Data Arrived at EDR:03/06/2007 Telephone: 800-424-9346 Date Made Active in Reports:04/13/2007 Last EDR Contact:06/12/2007 Number of Days to Update:38 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Biennially USGS WATER WELLS: National Water Information System(NWIS) This database consists of well records in the United States.Available site descriptive information includes well location information(latitude and longitude,well depth,site use,water use,and aquifer). Date of Government Version:03/25/2005 Source: USGS Date Data Arrived at EDR:03/25/2005 Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:03/25/2005 Number of Days to Update:0 Next Scheduled EDR Contact:N/A Data Release Frequency:N/A PWS: Public Water System Data ' This Safe Drinking Water Information System(SDW IS)file contains public water systems name and address,population served and the primary source of water Date of Government Version:02/24/2000 Source: EPA Date Data Arrived at EDR:04/27/2005 Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:08/20/2007 Number of Days to Update:0 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:N/A TC2015451.2s Page GR-8 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING ' STATE AND LOCAL RECORDS SHWS: Inactive Hazardous Waste Disposal Sites in New York State Referred to as the State Superfund Program,the Inactive Hazardous Waste Disposal Site Remedial Program is the cleanup program for inactive hazardous waste sites and now includes hazardous substance sites Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9622 Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Annually HSWDS: Hazardous Substance Waste Disposal Site Inventory The list includes any known or suspected hazardous substance waste disposal sites.Also included are sites delisted from the Registry of Inactive Hazardous Waste Disposal Sites and non-Registry sites that U.S.EPA Preliminary ' Assessment(PA)reports or Site Investigation(SI)reports were prepared.Hazardous Substance Waste Disposal Sites are eligible to be Superfund sites now that the New York State Superfund has been refinanced and changed. This means that the study inventory has served its purpose and will no longer be maintained as a separate entity. The last version of the study inventory is frozen in time.The sites on the study will not automatically be made Superfund sites,rather each site will be further evaluated for listing on the Registry.So overtime they will be added to the registry or not. Date of Government Version:01/01/2003 Source: Department of Environmental Conservation Date Data Arrived at EDR:10/20/2006 Telephone: 518-402-9564 Date Made Active in Reports:11/30/2006 Last EDR Contact:08/27/2007 Number of Days to Update:41 Next Scheduled EDR Contact:11/26/2007 Data Release Frequency:No Update Planned DEL SHWS: Delisted Registry Sites A database listing of sites delisted from the Registry of Inactive Hazardous Waste Disposal Sites. Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9622 Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Annually SWF/LF: Facility Register Solid Waste Facilities/Landfill Sites.SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state.Depending on the state,these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:05/01/2007 Telephone: 518-457-2051 Date Made Active in Reports:05/23/2007 Last EDR Contact:07/30/2007 ' Number of Days to Update:22 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:Semi-Annually SWTIRE: Registered Waste Tire Storage&Facility List A listing of facilities registered to accept waste tires. Date of Government Version:08/01/2006 Source: Department of Environmental Conservation Date Data Arrived at EDR:11/15/2006 Telephone: 518-402-8694 Date Made Active in Reports:11/30/2006 Last EDR Contact:08/15/2007 Number of Days to Update:15 Next Scheduled EDR Contact: 11/12/2007 Data Release Frequency:Annually SWRCY: Registered Recycling Facility List A listing of recycling facilities. t TC2015451.2s Page GR-9 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:05/01/2007 Telephone: 518-402-8705 Date Made Active in Reports:05/23/2007 Last EDR Contact:07/30/2007 Number of Days to Update:22 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:Semi-Annually LTANKS: Spills Information Database Leaking Storage Tank Incident Reports.These records contain an inventory of reported leaking storage tank incidents reported from 4/1/86 through the most recent update.They can be either leaking underground storage tanks or leaking ' aboveground storage tanks.The causes of the incidents are tank test failures,tank failures or tank overfills. Date of Government Version:04/02/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Dale Made Active in Reports:05/23/2007 Last EDR Contact:07/25/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Varies HIST LTANKS: Listing of Leaking Storage Tanks ' A listing of leaking underground and aboveground storage tanks.The causes of the incidents are tank test failures, tank failures or tank overfills.In 2002,the Department of Environmental Conservation stopped providing updates to its original Spills Information Database.This database includes fields that are no longer available from the NYDEC as of January 1,2002.Current information may be found in the NY LTANKS database.Department of Environmental Conservation. Date of Government Version:01/01/2002 Source: Department of Environmental Conservation Date Data Arrived at EDR:07/08/2005 Telephone: 518-402-9549 Date Made Active in Reports:07/14/2005 Last EDR Contact:07/07/2005 Number of Days to Update:6 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned UST: Petroleum Bulk Storage(PBS)Database Facilities that have petroleum storage capacities in excess of 1,100 gallons and less than 400,000 gallons. Date of Government Version:04/02/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Date Made Active in Reports:05/08/2007 Last EDR Contact:07/25/2007 Number of Days to Update: 13 Next Scheduled EDP Contact: 10/22/2007 Data Release Frequency:No Update Planned CBS UST: Chemical Bulk Storage Database Facilities that store regulated hazardous substances in underground tanks of any size Date of Government Version:01/01/2002 Source: NYSDEC Date Data Arrived at EDR:02/20/2002 Telephone: 518-402-9549 Date Made Active in Reports:03/22/2002 Last EDR Contact: 10/24/2005 Number of Days to Update:30 Next Scheduled EDR Contact:01/23/2006 Data Release Frequency:No Update Planned MOSF UST: Major Oil Storage Facilities Database Facilities that may be onshore facilities or vessels,with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version:01/01/2002 Source: NYSDEC Date Data Arrived at EDR:02/20/2002 Telephone: 518-402-9549 ' Date Made Active in Reports:03/22/2002 Last EDR Contact:07/25/2005 Number of Days to Update:30 Next Scheduled EDR Contact: 10/24/2005 Data Release Frequency:Varies HIST UST: Historical Petroleum Bulk Storage Database These facilities have petroleum storage capacities in excess of 1,100 gallons and less than 400,000 gallons.This database contains detailed information per site.It is no longer updated due to the sensitive nature of the information involved.See UST for more current data. TC2015451.2s Page GR-10 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING Date of Government Version:01/01/2002 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/02/2006 Telephone: 518-402-9549 Date Made Active in Reports:07/20/2006 Last EDR Contact: 10/23/2006 Number of Days to Update:48 Next Scheduled EDR Contact:01/22/2007 Data Release Frequency:Vanes AST: Petroleum Bulk Storage Registered Aboveground Storage Tanks. Date of Government Version:04/02/2007 Source: Department of Environmental Conservation ' Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Date Made Active in Reports:05/08/2007 Last EDR Contact:07/25/2007 Number of Days to Update: 13 Next Scheduled EDR Contact:10/22/2007 Data Release Frequency:No Update Planned ' CBS AST: Chemical Bulk Storage Database Facilities that store regulated hazardous substances in aboveground tanks with capacities of 185 gallons or greater, and/or in underground tanks of any size. ' Date of Government Version:01/01/2002 Source: NYSDEC Date Data Arrived at EDR:02/20/2002 Telephone: 518-402-9549 Date Made Active in Reports:03/22/2002 Last EDR Contact:07/25/2005 Number of Days to Update:30 Next Scheduled EDR Contact: 10/24/2005 Data Release Frequency:No Update Planned HIST AST: Historical Petroleum Bulk Storage Database These facilities have petroleum storage capabilities in excess of 1,100 gallons and less than 400,000 gallons. This database contains detailed information per site.No longer updated due to the sensitive nature of the information involved.See AST for more current data. Date of Government Version:01/01/2002 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/02/2006 Telephone: 518-402-9549 Date Made Active in Reports:07/20/2006 Last EDR Contact: 10/23/2006 Number of Days to Update:48 Next Scheduled EDR Contact:01/22/2007 Data Release Frequency:No Update Planned ' MOSF AST: Major Oil Storage Facilities Database Facilities that may be onshore facilities or vessels,with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version:01/01/2002 Source: NYSDEC Date Data Arrived at EDR:02/20/2002 Telephone: 518-402-9549 Date Made Active in Reports:03/22/2002 Last EDR Contact:07/25/2005 Number of Days to Update:30 Next Scheduled EDR Contact:10/24/2005 Data Release Frequency:No Update Planned ' NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. ' Date of Government Version: 10/26/2006 Source: Department of Environmental Conservation Date Data Arrived at EDR:11/29/2006 Telephone: 518-402-8651 Date Made Active in Reports:01/05/2007 Last EDR Contact:06/01/2007 Number of Days to Update:37 Next Scheduled EDR Contact:08/27/2007 Data Release Frequency:Annually SPILLS: Spills Information Database Data collected on spills reported to NYSDEC as required by one or more of the following:Article 12 of the Navigation Law,6 NYCRR Section 613.8(from PBS regs),or 6 NYCRR Section 595.2(from CBS rags).It includes spills active as of April 1,1986,as well as spills occurring since this date. TC2015451.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:04/02/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Date Made Active in Reports:05/23/2007 Last EDR Contact:07/25/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Varies ' HIST SPILLS: SPILLS Database This database contains records of chemical and petroleum spill incidents.Under State law,petroleum and hazardous chemical spills that can impact the waters of the state must be reported by the spiller(and,in some cases, ' by anyone who has knowledge of the spills).In 2002,the Department of Environmental Conservation stopped providing updates to its original Spills Information Database.This database includes fields that are no longer available from the NYDEC as of January 1,2002.Current information may be found in the NY SPILLS database.Department of Environmental Conservation. 1 Date of Government Version:01/01/2002 Source: Department of Environmental Conservation Date Data Arrived at EDR:07/08/2005 Telephone: 518-402-9549 Date Made Active in Reports:07/14/2005 Last EDR Contact:07/07/2005 Number of Days to Update:6 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned ENG CONTROLS: Registry of Engineering Controls Environmental Remediation sites that have engineering controls in place. I Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9553 Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 tINST CONTROL: Registry of Institutional Controls Data Release Frequency:Quarterly Environmental Remediation sites that have institutional controls in place. Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9553 Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Quarterly VCP: Voluntary Cleanup Agreements New York established its Voluntary Cleanup Program(VCP)to address the environmental,legal and financial barriers that often hinder the redevelopment and reuse of contaminated properties.The Voluntary Cleanup Program was developed to enhance private sector cleanup of brownfields by enabling parties to remediate sites using private rather than public funds and to reduce the development pressures on"greenfield'sites. Date of Government Version:05/01/2007 Source: Department of Environmental Conservation ' Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9711 Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Semi-Annually DRYCLEANERS: Registered Drycleaners A listing of all registered drycleaning facilities. Date of Government Version:06/15/2004 Source: Department of Environmental Conservation ' Date Data Arrived at EDR:06/15/2004 Telephone: 518-402-8403 Date Made Active in Reports:07/29/2004 Last EDR Contact:05/21/2004 Number of Days to Update:44 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies TC2015451.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING BROWNFIELDS: Brownfields Site List A Brownfield is any real property where redevelopment or re-use may be complicated by the presence or potential presence of a hazardous waste,petroleum,pollutant,or contaminant. Date of Government Version:05/01/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:06/13/2007 Telephone: 518-402-9764 ' Date Made Active in Reports:07/24/2007 Last EDR Contact:06/13/2007 Number of Days to Update:41 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Semi-Annually SPDES: State Pollutant Discharge Elimination System New York State has a state program which has been approved by the United States Environmental Protection Agency for the control of wastewater and stormwater discharges in accordance with the Clean Water Act.Under New York State law the program is known as the State Pollutant Discharge Elimination System(SPDES)and is broader in ' scope than that required by the Clean Water Act in that it controls point source discharges to groundwaters as well as surface waters. Date of Government Version:05/09/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:05/10/2007 Telephone: 518-402-8233 Date Made Active in Reports:05/23/2007 Last EDR Contact:08/06/2007 Number of Days to Update: 13 Next Scheduled EDR Contact: 11/05/2007 Data Release Frequency:No Update Planned AIRS: Air Emissions Data Point source emissions inventory data. Date of Government Version: 12/31/2002 Source: Department of Environmental Conservation Date Data Arrived at EDR:09/13/2004 Telephone: 518-402-8452 Date Made Active in Reports:10/18/2004 Last EDR Contact:08/21/2007 Number of Days to Update:35 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Annually ' MOSF: Major Oil Storage Facility Site Listing These facilities may be onshore facilities or vessels,with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version:04/02/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Date Made Active in Reports:05/23/2007 Last EDR Contact:07/25/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Quarterly RES DECL: Restrictive Declarations Listing A restrictive declaration is a covenant running with the land which binds the present and future owners of the property.As a condition of certain special permits,the City Planning Commission may require an applicant to ' sign and record a restrictive declaration that places specified conditions on the future use and development of the property.Certain restrictive declarations are indicated by a D on zoning maps. Date of Government Version: 12/31/1992 Source: NYC Department of City Planning Date Data Arrived at EDR:01/31/2007 Telephone: 212-720-3401 Date Made Active in Reports:04/19/2007 Last EDR Contact:07/17/2007 Number of Days to Update:78 Next Scheduled EDR Contact: 10/15/2007 Data Release Frequency:No Update Planned CBS: Chemical Bulk Storage Site Listing These facilities store regulated hazardous substances in aboveground tanks with capacities of 185 gallons or greater, and/or in underground tanks of any size Date of Government Version:04/02/2007 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/25/2007 Telephone: 518-402-9549 Date Made Active in Reports:05/23/2007 Last EDR Contact:07/25/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 10/22/2007 Data Release Frequency:Quarterty TC2015451.2s Page GR-13 1 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING E DESIGNATION: E DESIGNATION SITE LISTING The(E(Environmental))designation would ensure that sampling and remediation take place on the subject properties, and would avoid any significant impacts related to hazardous materials at these locations.The(E)designations would require that the fee owner of the sites conduct a testing and sampling protocol,and remediation where appropriate, to the satisfaction of the NYCDEP before the issuance of a building permit by the Department of Buildings pursuant ' to the provisions of Section 11-15 of the Zoning Resolution(Environmental Requirements).The(E)designations also include a mandatory construction-related health and safety plan which must be approved by NYCDEP. Date of Government Version:02/28/2007 Source: New York City Department of City Planning Date Data Arrived at EDR:04/25/2007 Telephone: 718-595-6658 ' Date Made Active in Reports:05/23/2007 Last EDR Contact:07/18/2007 Number of Days to Update:28 Next Scheduled EDR Contact:10/15/2007 Data Release Frequency:Varies TRIBAL RECORDS INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. ' Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 12/08/2006 Telephone: 202-208-3710 Date Made Active in Reports:01/11/2007 Last EDR Contact:08/09/2007 Number of Days to Update:34 Next Scheduled EDR Contact: 11/05/2007 ' Data Release Frequency:Semi-Annually INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 12/01/2006 Source: EPA Region 1 Date Data Arrived at EDR: 12/01/2006 Telephone: 617-918-1313 Date Made Active in Reports:01/29/2007 Last EDR Contact:08/20/2007 Number of Days to Update:59 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Vanes INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Florida,Mississippi and North Carolina. Date of Government Version:03/20/2007 Source: EPA Region 4 Date Data Arrived at EDR:04/16/2007 Telephone: 404-562-8677 Date Made Active in Reports:05/14/2007 Last EDR Contact:08/20/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Semi-Annually INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Alaska,Idaho,Oregon and Washington. Date of Government Version:05/23/2007 Source: EPA Region 10 Date Data Arrived at EDR:05/24/2007 Telephone: 206-553-2857 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:42 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quarterly INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Arizona,California,New Mexico and Nevada Date of Government Version:06/18/2007 Source: Environmental Protection Agency Date Data Arrived at EDR:06/18/2007 Telephone: 415-972-3372 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update: 17 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quarterly TC2015451.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in New Mexico and Oklahoma. Date of Government Version:01/04/2005 Source: EPA Region 6 Date Data Arrived at EDR:01/21/2005 Telephone: 214-665-6597 Date Made Active in Reports:02/28/2005 Last EDR Contact:08/20/2007 Number of Days to Update:38 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land ' LUSTs on Indian land in Colorado,Montana,North Dakota,South Dakota,Utah and Wyoming. Date of Government Version:05/30/2007 Source: EPA Region 8 Date Data Arrived at EDR:05/31/2007 Telephone: 303-312-6271 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:35 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land ' LUSTs on Indian land in Iowa,Kansas,and Nebraska Date of Government Version:06/01/2007 Source: EPA Region 7 Date Data Arrived at EDR:06/14/2007 Telephone: 913-551-7003 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:21 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Varies INDIAN UST R5: Underground Storage Tanks on Indian Land Date of Government Version: 12/02/2004 Source: EPA Region 5 Date Data Arrived at EDR:12/29/2004 Telephone: 312-886-6136 Date Made Active in Reports:02/04/2005 Last EDR Contact:08/20/2007 Number of Days to Update:37 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Varies INDIAN UST R8: Underground Storage Tanks on Indian Land Date of Government Version:05/30/2007 Source: EPA Region 8 Date Data Arrived at EDR:05/31/2007 Telephone: 303-312-6137 Date Made Active in Reports:07/05/2007 Last EDP Contact:08/20/2007 Number of Days to Update:35 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quartedy INDIAN UST R70: Underground Storage Tanks on Indian Land Date of Government Version:05/23/2007 Source: EPA Region 10 Date Data Arrived at EDR:05/24/2007 Telephone: 206-553-2857 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:42 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land Date of Government Version:06/18/2007 Source: EPA Region 9 Date Data Arrived at EDR:06/18/2007 Telephone: 415-972-3368 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update: 17 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land TC2015451.2s Page GR-15 1 F7GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/01/2007 Source: EPA Region 7 ' Date Data Arrived at EDR:06/14/2007 Telephone: 913-551-7003 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:21 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Vedas ' INDIAN UST R6: Underground Storage Tanks on Indian Land Date of Government Version:06/06/2007 Source: EPA Region 6 Date Data Arrived at EDR:06/07/2007 Telephone: 214-665-7591 Date Made Active in Reports:07/05/2007 Last EDR Contact:08/20/2007 Number of Days to Update:28 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Semi-Annually ' INDIAN UST R4: Underground Storage Tanks on Indian Land Date of Government Version:03/20/2007 Source: EPA Region 4 Date Data Arrived at EDR:04/16/2007 Telephone: 404-562-9424 Date Made Active in Reports:05/14/2007 Last EDR Contact:08/20/2007 ' Number of Days to Update:28 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Semi-Annually INDIAN UST R1: Underground Storage Tanks on Indian Land ' A listing of underground storage tank locations on Indian Land. Date of Government Version: 12/01/2006 Source: EPA,Region 1 Date Data Arrived at EDR: 12/01/2006 Telephone: 617-918-1313 Date Made Active in Reports:01/29/2007 Last EDR Contact:08/20/2007 ' Number of Days to Update:59 Next Scheduled EDR Contact: 11/19/2007 Data Release Frequency:Vedas EDR PROPRIETARY RECORDS t Manufactured Gas Plants: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers.Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil,rosin,coal,or a mixture ' of coal,oil,and water that also produced a significant amount of waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. ' Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR:N/A Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:N/A ' Number of Days to Update:N/A Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned FEDERAL RECORDS MEDICAL CENTERS: Provider of Services Listing ' A listing of hospitals with Medicare provider number,produced by Centers of Medicare&Medicaid Services,a federal agency within the U.S.Department of Health&Human Services. Date of Government Version:06/01/1998 Source: Centers for Medicare&Medicaid Services ' Date Data Arrived at EDR: 11/10/2005 Telephone: 410-786-3000 Date Made Active in Reports:N/A Last EDR Contact:01/12/2007 Number of Days to Update:0 Next Scheduled EDR Contact:N/A Data Release Frequency:N/A TC2015451.2s Page GR-16 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING t COLLEGES: Integrated Postsecondary Education Data ' The National Center for Education Statistics'primary database on integrated postsecondary education in the United States. Date of Government Version: N/A Source: National Center for Education Statistics Date Data Arrived at EDR: 10/12/2005 Telephone: 202-502-7300 ' Date Made Active in Reports:N/A Last EDR Contact:09/22/2006 Number of Days to Update:0 Next Scheduled EDR Contact:N/A Data Release Frequency:N/A PUBLIC SCHOOLS: Public Schools The National Center for Education Statistics'primary database on elementary and secondary public education in the United States.It is a comprehensive,annual,national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. ' Date of Government Version:N/A Source: National Center for Education statistics Date Data Arrived at EDR:07/13/2004 Telephone: 202-502-7300 Date Made Active in Reports:N/A Last EDR Contact:07/11/2007 Number of Days to Update:.0 Next Scheduled EDR Contact: 10/08/2007 ' Data Release Frequency:N/A PRIVATE SCHOOLS: Private Schools of the United States The National Center for Education Statistics'primary database on private school locations in the United States. ' Date of Government Version:N/A Source: National Center for Education Statistics Date Data Arrived at EDR: 10/07/2005 Telephone: 202-502-7300 Date Made Active in Reports:N/A Last EDR Contact:09/22/2006 Number of Days to Update:0 Next Scheduled EDR Contact:N/A ' Data Release Frequency:N/A HOSPITALS: AHA Hospital Guide The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. ' Date of Government Version:N/A Source: American Hospital Association Date Data Arrived at EDR:10/19/1994 Telephone: 800-242-2626 Date Made Active in Reports:N/A Last EDR Contact:09/22/2006 Number of Days to Update:0 Next Scheduled EDR Contact:N/A ' Data Release Frequency:N/A , NURSING HOMES: Directory of Nursing Homes Information on Medicare and Medicaid certified nursing homes in the United States. Date of Government Version:N/A Source: N/A Date Data Arrived at EDR: 10/11/2005 Telephone: 800-568-3282 Date Made Active in Reports:N/A Last EDR Contact:09/22/2006 Number of Days to Update:0 Next Scheduled EDR Contact:N/A ' Data Release Frequency:N/A COUNTYRECORDS ' CORTLAND COUNTY: Cortland County Storage Tank Listing A listing of aboveground storage tank sites located in Cortland County. Date of Government Version:04/26/2007 Source: Cortland County Health Department Date Data Arrived at EDR:05/02/2007 Telephone: 607-753-5035 Date Made Active in Reports:05/30/2007 Last EDR Contact:08/27/2007 Number of Days to Update:28 Next Scheduled EDR Contact:11/26/2007 ' Data Release Frequency:Quartedy TC2015451.2s Page GR-17 1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Cortland County Storage Tank Listing ' A listing of underground storage tank sites located in Cortland County. Date of Government Version:04/26/2007 Source: Cortland County Health Department Date Data Arrived at EDR:05/02/2007 Telephone: 607-753-5035 Date Made Active in Reports:05/30/2007 Last EDR Contact:08/27/2007 ' Number of Days to Update:28 Next Scheduled EDR Contact: 11/26/2007 Data Release Frequency:Quarterly NASSAU COUNTY: Registered Tank Database A listing of aboveground storage tank sites located in Nassau County. ' Date of Government Version:05/21/2003 Source: Nassau County Health Department Date Data Arrived at EDR:05/27/2003 Telephone: 516-571-3314 Date Made Active in Reports:06/09/2003 Last EDR Contact:07/30/2007 Number of Days to Update: 13 Next Scheduled EDR Contact: 10/29/2007 Data Release Frequency:No Update Planned Storage Tank Database A listing of aboveground storage tank sites located in Nassau County. ' Date of Government Version:01/04/2007 Source: Nassau County Office of the Fire Marshal Date Data Arrived at EDR:02/07/2007 Telephone: 516-572-1000 Date Made Active in Reports:03/26/2007 Last EDR Contact:08/06/2007 Number of Days to Update:47 Next Scheduled EDR Contact: 11/05/2007 ' Data Release Frequency:Varies Registered Tank Database A listing of underground storage tank sites located in Nassau County. ' Date of Government Version:05/21/2003 Source: Nassau County Health Department Date Data Arrived at EDR:05/27/2003 Telephone: 516-571-3314 Date Made Active in Reports:06/09/2003 Last EDR Contact:07/30/2007 Number of Days to Update: 13 Next Scheduled EDR Contact: 10/29/2007 ' Data Release Frequency:No Update Planned Storage Tank Database A listing of underground storage tank sites located in Nassau County. ' Date of Government Version:01/04/2007 Source: Nassau County Office of the Fire Marshal Date Data Arrived at EDR:02/07/2007 Telephone: 516-572-1000 Date Made Active in Reports:03/23/2007 Last EDR Contact:08/06/2007 Number of Days to Update:44 Next Scheduled EDR Contact: 11/05/2007 ' Data Release Frequency:Varies ROCKLAND COUNTY: ' Petroleum Bulk Storage Database A listing of aboveground storage tank sites located in Rockland County. Date of Government Version:05/10/2007 Source: Rockland County Health Department ' Date Data Arrived at EDR:05/11/2007 Telephone: 914-364-2605 Date Made Active in Reports:05/30/2007 Last EDR Contact:07/02/2007 Number of Days to Update:19 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Quarterly TC2015451.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Petroleum Bulk Storage Database A listing of underground storage tank sites located in Rockland County. Date of Government Version:05/10/2007 Source: Rockland County Health Department Date Data Arrived at EDR:05/11/2007 Telephone: 914.364-2605 Date Made Active in Reports:05/30/2007 Last EDR Contact:07/02/2007 ' Number of Days to Update: 19 Next Scheduled EDP Contact: 10/01/2007 Data Release Frequency:Quarterly ' SUFFOLK COUNTY: Storage Tank Database A listing of aboveground storage tank sites located in Suffolk County. ' Date of Government Version:09/13/2006 Source: Suffolk County Department of Health Services Date Data Arrived at EDR:01/11/2007 Telephone: 631-854-2521 Date Made Active in Reports:02/07/2007 Last EDR Contact:08/27/2007 Number of Days to Update:27 Next Scheduled EDR Contact: 11/26/2007 ' Data Release Frequency:Annually Storage Tank Database A listing of underground storage tank sites located in Suffolk County. Date of Government Version:09/13/2006 Source: Suffolk County Department of Health Services Date Data Arrived at EDR:01/11/2007 Telephone: 631-854-2521 Date Made Active in Reports:02/07/2007 Last EDR Contact:08/27/2007 Number of Days to Update:27 Next Scheduled EDR Contact: 11/26/2007 ' Data Release Frequency:Annually WESTCHESTER COUNTY: ' Listing of Storage Tanks A listing of aboveground storage tank sites located in Westchester County. Date of Government Version:05/05/2005 Source: Westchester County Department of Health ' Date Data Arrived at EDR:05/31/2005 Telephone: 914-813-5161 Date Made Active in Reports:06/30/2005 Last EDR Contact:08/27/2007 Number of Days to Update:30 Next Scheduled EDR Contact: 11/26/2007 Data Release Frequency:Varies ' Listing of Storage Tanks A listing of underground storage tank sites located in Westchester County. Date of Government Version:05/05/2005 Source: Westchester County Department of Health ' Date Data Arrived at EDP:05/31/2005 Telephone: 914-813-5161 Date Made Active in Reports:06/30/2005 Last EDR Contact:08/27/2007 Number of Days to Update:30 Next Scheduled EDR Contact: 11/26/2007 Data Release Frequency:Varies ' OTHER DATABASE(S) ' Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. 1 TC2015451.2s Page GR-19 1 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING CT MANIFEST: Hazardous Waste Manifest Data ' Facility and manifest data.Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a ted facility. Date of Government Version: 12/31/2005 Source: Department of Environmental Protection Date Data Arrived at EDR:06/15/2007 Telephone: 860-424-3375 ' Date Made Active in Reports:08/20/2007 Last EDR Contact:06/13/2007 Number of Days to Update:66 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Annually NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:04/01/2007 Source: Department of Environmental Protection Date Data Arrived at EDR:04/05/2007 Telephone: N/A ' Date Made Active in Reports:05/08/2007 Last EDR Contact:07/03/2007 Number of Days to Update:33 Next Scheduled EDR Contact: 10/01/2007 Data Release Frequency:Annually ' PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2005 Source: Department of Environmental Protection Date Data Arrived at EDR:03/17/2006 Telephone: N/A ' Date Made Active in Reports:06/06/2006 Last EDR Contact:08/13/2007 Number of Days to Update:81 Next Scheduled EDR Contact:09/10/2007 Data Release Frequency:Annually ' RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version:04/09/2007 Source: Department of Environmental Management Date Data Arrived at EDR:04/12/2007 Telephone: 401-222-2797 ' Date Made Active in Reports:04/27/2007 Last EDR Contact:06/18/2007 Number of Days to Update:15 Next Scheduled EDR Contact:09/17/2007 Data Release Frequency:Annually ' VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 12/31/2006 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/03/2007 Telephone: 802-241-3443 Date Made Active in Reports:04/24/2007 Last EDR Contact:08/13/2007 Number of Days to Update:21 Next Scheduled EDR Contact: 11/12/2007 Data Release Frequency:Annually ' WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2006 Source: Department of Natural Resources Date Data Arrived at EDR:04/27/2007 Telephone: N/A ' Date Made Active in Reports:06/08/2007 Last EDR Contact:07/09/2007 Number of Days to Update:42 Next Scheduled EDR Contact: 10/08/2007 Data Release Frequency:Annually ' Oil/Gas Pipelines:This data was obtained by EDR from the USGS in 1994.It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps.It was extracted from the transportation category including some oil,but primarily gas pipelines. ' Electric Power Transmission Line Data Source:PennWell Corporation Telephone:(800)823-6277 This map includes information copyrighted by PennWell Corporation.This information is provided ' on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. TC2015451.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity ' to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. ' AHA Hospitals: Source:American Hospital Association,Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers:Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number,produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S.Department of Health and Human Services. ' Nursing Homes Source:National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. ' Public Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary ' and secondary public education in the United States. It is a comprehensive,annual,national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Day Care Providers Source:Department of Health ' Telephone:212-676-2444 Flood Zone Data: This data,available in select counties across the country,was obtained by EDR in 1999 from the Federal Emergency Management Agency(FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002 and 2005 from the U.S.Fish and Wildlife Service. ' State Wetlands Data:Freshwater Wetlands Source:Department of Environmental Conservation Telephone:518-402-8961 Scanned Digital USGS 7.5'Topographic Map(DRG) Source:United States Geologic Survey ' A digital raster graphic(DRG)is a scanned image of a U.S.Geological Survey topographic map.The map images are made by scanning published paper maps on high-resolution scanners.The raster image is georeferenced and fit to the Universal Transverse Mercator(UTM)projection. ' STREET AND ADDRESS INFORMATION ®2007 Tele Atlas North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection ' and other intellectual property rights owned by or licensed to Tele Atlas North America,Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC2015451.2s Page GR-21 1 ' GEOCHECK@- PHYSICAL SETTING SOURCE ADDENDUM 1 TARGET PROPERTY ADDRESS ' DM00701 11700 MAIN ROAD MATTITUCK, NY 11952 TARGET PROPERTY COORDINATES Latitude(North): 40.98790-40'59' 16.4" ' Longitude(West): 72.5353-72'32'7.1" Universal Tranverse Mercator: Zone 18 UTM X(Meters): 707337.6 UTM Y(Meters): 4540128.0 Elevation: 13 ft.above sea level USGS TOPOGRAPHIC MAP ' Target Property Map: 40072-1-15 MATTITUCK, NY Most Recent Revision: 1956 North Map: 41072-A5 MATTITUCK HILLS, NY Most Recent Revision: 1956 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction,and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology,hydrogeology,characteristics of the soil,and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC2015451.2s Page A-1 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY ' GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information,such as surface topographic information, hydrologic information, hydrogeologic data ' collected on nearby properties, and regional groundwater flow information(from deep aquifers). ' TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. ' TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General East SURROUNDING TOPOGRAPHY:ELEVATION PROFILES 0 ' North I South TP 0 0 N Y S U 2 'a' m' 'u 43m a ' West East TP ' Target Property Elevation: 13 ft. 0 1/2 1 Miles Source:Topography has been determined from the USGS 7.5'Digital Elevation Madel and should be evaluated on a relative(not an absolute)basis. Relative elevation information between sites of close proximity should be field verified. TC2015451.2s Page A-2 ' GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY t HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property,what downgradient sites might be impacted. ' Refer to the Physical Setting Source Map following this summary for hydrologic information(major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data SUFFOLK,NY YES-refer to the Overview Map and Detail Map ' Flood Plain Panel at Target Property: 36103CO481 G Additional Panels in search area: 36103CO143G 36103CO144G 36103CO482G NATIONAL WETLAND INVENTORY NWI Electronic ' NWI Quad at Target Property Data Coverage MATTITUCK YES-refer to the Overview Map and Detail Map ' HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property,what downgradient sites might be impacted. ' Site-Specific Hydrogeological Data`: Search Radius: 1.25 miles Status: Not found AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report,groundwater flow direction as determined ' hydrogeologically,and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW ' Not Reported 1 1 '019B69Ho-yaHk ayamowMc�ulENe galMred by CERCLIS Nees.IM..PaIMedpIsland,WA All,lots reserves.All of Vas rfoannalkn end 00mads PiaseMad are Mose MOre tlIdJ EPA dapmt(s),ssllcl,ware raddated undo, aade EnvYavnenl e CenP�adal Raspnse Cgmfa atlm and Lodllfy lalomafm System(CERCLIS)mmald dl TC2015451.2s Page A-3 t ' GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY ' GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information,including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general,contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence ' System: Quaternary Series: Pleistocene Code: Qp (decoded above as Era,System&Sedes) Geologic Age and Rock Stratigraphic Unit Source: P.G.Schruben, R.E.Arndt and W.J. Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M.Beikman Map, USGS Digital Data Series DDS- 11 (1994). 1 TC2015451.2s Page A-4 1 ' SSURGO SOIL MAP - 2015451.2s 7 ' 2 7 S 6 8 -- --� 4 * Target Property 19W. t SSURGO Soil Water ' SITE NAME: DM00701 CLIENT: P.W.Grosser Consulting ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus Mattituck NY 11952 INQUIRY#: 2015451.2s t LAT/LONG: 40.9879/72.5353 DATE: August 28,2007 10:30 am C Wght 0 2007 EOR.Inc.a 2007 rem Ati.Re.072006. ' GEOCHECK& - PHYSICAL SETTING SOURCE SUMMARY ' DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's(USDA)Soil Conservation Service(SCS) leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting,storing, maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.The following information is based on Soil Conservation Service SSURGO data. _ Soil Map ID: 1 Soil Component Name: CUT AND FILL LAND ' Soil Surface Texture: Not reported Hydrologic Group: Class B-Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Moderately well drained.Soils have a layer of low hydraulic conductivity,wet state high in the profile. Depth to water table is 3 to 6 feet. Hydric Status: Soil does not meet the requirements for a hydric soil. ' Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >40 inches ' Depth to Bedrock Max: >80 inches No Layer Information available. Soil Map ID:2 Soil Component Name: DEERFIELD Soil Surface Texture: sand ' Hydrologic Group: Class B-Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Moderately well drained. Soils have a layer of low hydraulic conductivity,wet state high in the profile. Depth to water table is 3 to 6 feet. ' Hydric Status:Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: LOW ' Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches TC2015451.2s Page A-5 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY ' Soil Layer Information ' Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) 1 0 inches 6 inches sand Granular COARSE-GRAINED Max: 20.00 Max: 6.50 materials(35 SOILS,Sands, Min: 6.00 Min: 4.50 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, Gravel and Sand. 2 6 inches 25 inches loamy sand Granular COARSE-GRAINED Max: 20.00 Max: 6.50 ' materials(35 SOILS,Sands, Min: 6.00 Min: 4.50 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone ' Fragments, Gravel and Sand. 3 25 inches Winches sand Granular COARSE-GRAINED Max: 20.00 Max: 6.50 ' materials(35 SOILS,Sands, Min: 6.00 Min: 4.50 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, Gravel and Sand. ' Soil Map ID:3 Soil Component Name: HAVEN Soil Surface Texture: loam Hydrologic Group: Class B-Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. ' Soil Drainage Class: Well drained.Soils have intermediate water holding capacity. Depth to water table is more than 6 feet. Hydric Status:Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: LOW Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches TC2015451.25 Page A-7 1 GEOCHECIO - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information ' Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeab!114 Soil Reaction Rate(inthr) (pH) 1 0 inches 19 inches loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 6.00 Materials(more SOILS,Silts and Min: 0.60 Min: 4.50 than 35 pct. Clays(liquid passing No. limit less than 200),Silty 50%),silt. Soils. 2 19 inches 28 inches gravelly-loam Granular FINE-GRAINED Max: 2.00 Max: 6.00 materials(35 SOILS,Silts and Min: 0.60 Min: 4.50 pct.or less Clays(liquid ' passing No. limit less than 200),Stone 50%),silt. Fragments, Gravel and Sand. 3 28 inches 60 inches stratified Granular COARSE-GRAINED Max: 20.00 Max: 6.00 materials(35 SOILS,Gravels, Min: 20.00 Min: 4.50 pct.or less Clean gravels, ' passing No. Poorly Graded 200),Stone Gravel. Fragments, Gravel and Sand. ' Soil Map ID:4 Soil Component Name: FILL LAND Soil Surface Texture: Not reported Hydrologic Group: Class A-High infiltration rates. Soils are deep,well drained to excessively drained sands and gravels. ' Soil Drainage Class: Moderately well drained. Soils have a layer of low hydraulic conductivity,wet state high in the profile. Depth to water table is 3 to 6 feet. ' Hydric Status: Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: Not Reported ' Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches No Layer Information available. ' TC2015451.2s Page A-8 ' GEOCHECKO - PHYSICAL SETTING SOURCE SUMMARY ' Soil Map ID:5 ' Soil Component Name: PLYMOUTH Soil Surface Texture: sand Hydrologic Group: Class A-High infiltration rates. Soils are deep,well drained to excessively drained sands and gravels. Soil Drainage Class: Excessively.Soils have very high and high hydraulic conductivity and ' low water holding capacity. Depth to water table is more than 6 feet. Hydric Status: Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: LOW Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches 1 Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) 1 0 inches 4 inches sand Granular COARSE-GRAINED Max: 20.00 Max: 5.50 materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 pct.or less Sands with fines, passing No. Silty Sand. ' 200),Stone Fragments, Gravel and Sand. 2 4 inches 27 inches loamy sand Granular COARSE-GRAINED Max: 20.00 Max: 5.50 materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, Gravel and Sand. 3 27 inches 60 inches gravelly- Granular COARSE-GRAINED Max: 20.00 Max: 5.50 coarse sand materials(35 SOILIS,Gravels, Min: 20.00 Min: 3.60 pct.or less Clean Gravels, passing No. Well-graded 200),Stone gravel. ' Fragments, Gravel and Sand. TC2015451.2s Page A-9 ' GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID:6 ' Soil Component Name: TIDAL MARSH Soil Surface Texture: Not reported Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table,or are shallow to an impervious layer. Soil Drainage Class: Very poorly.Soils are wet to the surface most of the time. Depth to ' water table is less than 1 foot,or is ponded. Hydric Status: Soil meets the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches fNo Layer Information available. Soil Map ID:7 ' Soil Component Name: RIVERHEAD Soil Surface Texture: sandy loam Hydrologic Group: Class B-Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. ' Soil Drainage Class: Well drained.Soils have intermediate water holding capacity. Depth to water table is more than 6 feet. Hydric Status:Soil does not meet the requirements for a hydric soil. ' Corrosion Potential-Uncoated Steel: LOW Depth to Bedrock Min: >0 inches ' Depth to Bedrock Max: >0 inches TC2015451.2s Page A-10 1 ' GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information ' Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) ' 1 0 inches 12 inches sandy loam Granular FINE-GRAINED Max: 6.00 Max: 6.00 materials(35 SOILS,Silts and Min: 2.00 Min: 3.60 pct.or less Clays(liquid passing No. limit less than 200),Silty,or 50%),silt. ' Clayey Gravel and Sand. 2 12 inches 27 inches sandy loam Granular COARSE-GRAINED Max: 6.00 Max: 6.00 materials(35 SOILS,Gravels, Min: 2.00 Min: 3.60 ' pct.or less Gravels with passing No. fines,Silty 200),Stone Gravel Fragments, Gravel and Sand. 3 27 inches 35 inches loamy sand Granular COARSE-GRAINED Max: 6.00 Max: 6.00 materials(35 SOILS,Gravels, Min: 2.00 Min: 4.50 pct.or less Gravels with passing No. fines,Silty 200),Stone Gravel Fragments, Gravel and Sand. 4 35 inches 65 inches stratified Granular COARSE-GRAINED Max: 20.00 Max: 7.30 materials(35 SOILS,Gravels, Min: 20.00 Min: 4.50 ' pct.or less Clean gravels, passing No. Poody Graded 200),Stone Gravel. Fragments, Gravel and Sand. ' Soil Map ID:8 Soil Component Name: PLYMOUTH ' Soil Surface Texture: loamy sand Hydrologic Group: Class A-High infiltration rates.Soils are deep,well drained to excessively drained sands and gravels. Soil Drainage Class: Excessively.Soils have very high and high hydraulic conductivity and low water holding capacity. Depth to water table is more than 6 feet. TC2015451.2s Page A-11 GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY Hydric Status:Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: LOW ' Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches ' Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) 1 0 inches 4 inches loamy sand Granular COARSE-GRAINED Max: 20.00 Max: 5.50 materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 ' pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, ' Gravel and Sand. 2 4 inches 27 inches loamy sand Granular COARSE-GRAINED Max: 20.00 Max: 5.50 materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 1 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, Gravel and ' Sand. 3 27 inches Winches gravelly- Granular COARSE-GRAINED Max: 20.00 Max: 5.50 coarse sand materials(35 SOILIS,Gravels, Min: 20.00 Min: 3.60 pct.or less Clean Gravels, passing No. Well-graded 200),Stone gravel. Fragments, Gravel and ' I Sand. Soil Map ID:9 Soil Component Name: URBAN LAND ' Soil Surface Texture: Not reported Hydrologic Group: Class A-High infiltration rates.Soils are deep,well drained to excessively drained sands and gravels. Soil Drainage Class: Excessively. Soils have very high and high hydraulic conductivity and low water holding capacity. Depth to water table is more than 6 feet. TC2015451.2s Page A-12 ' GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY ' Hydric Status: Soil has not been ranked with a hydric criteria. Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches No Layer Information available. Soil Map ID:10 Soil Component Name: PLYMOUTH ' Soil Surface Texture: loamy sand Hydrologic Group: Class A-High infiltration rates. Soils are deep,well drained to texcessively drained sands and gravels. Soil Drainage Class: Excessively.Soils have very high and high hydraulic conductivity and low water holding capacity. Depth to water table is more than 6 feet. ' Hydric Status: Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: LOW ' Depth to Bedrock Min: >0 inches Depth to Bedrock Max: >0 inches ' Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) 1 0 inches 4 inches loamy sand Granular COARSE-GRAINED Max: 20.00 Max: 5.50 ' materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 pct.or less Sands with fines, passing No. Silty Sand. 200),Stone ' Fragments, Gravel and Sand. 2 4 inches 27 inches loamy sand Granular COARSE-GRAINED Max: 2000. Max: 5.50 materials(35 SOILS,Sands, Min: 6.00 Min: 3.60 ' pct.or less Sands with fines, passing No. Silty Sand. 200),Stone Fragments, Gravel and Sand. TC2015451.2s Page A-13 1 ' GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate(in/hr) (pH) ' 3 27 inches Winches gravelly- Granular COARSE-GRAINED Max: 20.00 Max: 5.50 coarse sand materials(35 SOILIS,Gravels, Min: 20.00 Min: 3.60 pct.or less Clean Gravels, passing No. Well-graded 200),Stone gravel. ' Fragments, Gravel and Sand. ' LOCAL/REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION ' DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile ' State Database 1.000 FEDERAL USGS WELL INFORMATION ' LOCATION MAP ID WELL ID FROM TP 1 USGS2094037 0-1/8 Mile SW ' 2 USGS2094045 1/8- 1/4 Mile East 3 USGS2094065 1/8- 1/4 Mile NE A4 USGS2094075 1/8- 1/4 Mile NNW AS USGS2094079 1/8- 1/4 Mile NNW 6 USGS2094072 1/8-1/4 Mile WNW ' 8 USGS2094059 1/4-1/2 Mile WNW 9 USGS2094107 1/4- 1/2 Mile North 10 USGS2094088 1/4- 1/2 Mile ENE 11 USGS2094036 1/4- 1/2 Mile East 12 USGS2094112 1/2- 1 Mile NE 13 USGS2094144 1/2-1 Mile North B14 USGS2094153 1/2-1 Mile North B15 USGS2094164 1/2- 1 Mile North ' 16 USGS2094121 1/2- 1 Mile NW TC2015451.2s Page A-14 1 ' GEOCHECO - PHYSICAL SETTING SOURCE SUMMARY ' FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP ' 17 USGS2093920 1/2-1 Mile North 18 USGS2094064 1/2-1 Mile West 19 USGS2094165 1/2-1 Mile NNW 20 USGS2094211 1/2-1 Mile SW t 21 USGS2094133 1/2-1 Mile NW 22 USGS3222886 1/2-1 Mile WNW 23 USGS2093929 1/2-1 Mile North 24 USGS2094282 1/2-1 Mile West ' 25 USGS2094052 1/2-1 Mile East FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION ' LOCATION MAP ID WELL ID FROM TP 7 NY0004253 1/8-1/4 Mile NNE ' Note:PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION ' LOCATION MAP ID WELL ID FROM TP No Wells Found 1 TC2015451.2s Page A-15 PHYSICAL SETTING SOURCE MAP - 2015451.2s _ I xi g 5 ' 0 � 1 t 2 � o / BO o m o 1 a - AV 0 N County Boundary D 114 12 IMllee Major Roads Contour Lines } Groundwater Flow Direction Airports c Indeterminate Groundwater Flow at Location t QO Earthquake epicenter,Richter 5 or greater cv Groundwater Flow Varies at Location ® Water Wells ® Closest Hydrogeological Data © Public Water Supply Wells • Oil,gas or related wells ' 0 Cluster o1 Multiple loons SITE NAME: DM00701 CLIENT: P.W.Grosser ConsuRing ADDRESS: 11700 Main Road CONTACT: Rocky Wenskus Mattituck NY 11952 INQUIRY N: 2015451.2s LAT/LONG: 40.9879/72.5353 DATE: August 28,2007 10:30 am ' Copyright 0 2007 EDR,Inc 02007 Teh Atha Rel.MON ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Map IDti Direction Distance Elevation Database EDR ID Number 1 SW FED USGS USGS2094037 0-1Mile Lower ' Agency od: USGS Site no: 405912072321401 Site name: S 6568.1 Latitude: 405912 Longitude: 0723214 Dec lat: 40.98676707 Dec Ion: -72.53675497 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3708 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported ' Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported ' Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer. Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported ' Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' 2 East FED USGS USGS2094045 1/8-1/4 Mile ' Lower Agency cd: USGS Site no: 405915072320001 Site name: S 570. 1 Latitude: 405915 ' Longitude: 0723200 Dec[at: 40.98760046 Dec Ion: -72.53286585 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ372813281 Map scale: Not Reported TC2015451.2s Page A-16 1 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Altitude: 13.3 Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported ' Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: 40. Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 ' Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 ' Ground water data begin date:1949-07-14 Ground water data end date: 1959-07-30 Groundwater data count: 83 Ground-water levels,Number of Measurements:83 ' Feet below Feet to Feet below Feet to Date -Sudl aca Sealevel Date -Surface -Sealeve ------ - -------------------- -- ---- 1959-07-30 2.91 1958-09-30 2.62 1958-08-26 2.88 1958-08-01 2.68 ' 1958-06-26 3.18 1958-05-29 3.63 1958-05-07 3.93 1958-04-01 3.95 1958-02-27 3.03 1958-01-29 3.45 1958-01-03 2.40 1957-12-06 1.92 ' 1957-10-25 1.78 1957-09-25 1.79 1957-08-29 1.91 1957-08-01 1.83 1957-07-02 2.13 1956-12-27 2.79 1956-09-27 2.36 1956-06-26 2.70 ' 1956-05-28 2.85 1955-12-29 2.29 1955-10-06 1.91 1955-08-24 2.07 1955-06-22 2.32 1955-03-31 2.63 1954-12-28 2.90 1954-10-28 2.63 ' 1954-09-23 3.35 1954-07-02 2.30 1954-03-23 2.68 1953-12-22 3.26 1953-11-25 2.91 1953-11-04 2.26 1953-10-08 1.94 1953-08-26 2.18 ' 1953-08-04 2.21 1953-06-26 2.73 1953-05-27 3.38 1953-05-01 3.60 1953-04-01 3.67 1952-12-22 2.28 1952-12-04 2.24 1952-11-06 2.04 1952-09-25 2.28 1952-08-28 2.54 1952-07-23 2.28 1952-06-26 2.69 1952-05-28 3.05 1952-04-24 2.75 1952-03-26 3.20 1952-02-28 3.05 1952-01-31 3.00 1951-10-31 1.80 1951-10-01 1.72 1951-08-30 1.92 1951-07-30 2.12 1951-07-03 2.46 1951-06-04 2.67 1951-04-27 2.83 1951-03-29 2.71 1951-02-28 2.68 1951-02-01 2.23 1950-12-28 1.95 TC2015451.2s Page A-17 1 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Ground-water levels,continued. Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel -----------' ------------ ----------10--------------------------------------- 1950-11-29 2.27 1950-11-01 1.74 1950- -04 1.64 1950-08,30 1.73 1950-07-25 1.88 1950-06-26 2.02 ' 1950-05-24 2.14 1950-04-24 2.06 1950-03-27 2.25 1950-02-28 2.33 1950-01-31 1.73 1949-12-29 1.75 1949-12-05 2.11 1949-10-27 1.95 1949-09-30 2.01 1949-09-01 2.25 1949-08-24 2.08 1949-08-03 1.97 1949-07-14 2.08 ' 3 NE FED USGS USGS2094065 1/8-1/4 Mile Higher Agency cd: USGS Site no: 405921072320201 Site name: S 4949.1 Latitude: 405921 Longitude: 0723202 Dec let: 40.98926712 ' Dec Ion: -72.53342141 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 ' Country: US Land net: Not Reported Location map: SJ372713281 Map scale: Not Reported Altitude: 20.0 Altitude method: Level or other surveying method Altitude accuracy: 0.1 ' Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported ' Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: GLACIAL AQUIFER,UPPER Well depth: 55. Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported ' Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data and date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' A4 NNW FED USGS USGS2094075 ' 1/8-1/4 Mile Higher TC2015451.2s Page A-18 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Agency cd: USGS Site no: 405923072321401 Site name: S 6572. 1 Latitude: 405923 Longitude: 0723214 Dec let: 40.98982264 Dec Ion: -72.53675492 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3717 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported ' Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported ' Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type ' Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported ' Project number. Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported ' Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported ' Ground-water levels,Number of Measurements:0 A5 ' NNW FED USGS USGS2094079 1/8.1/4 Mile Higher Agency cd: USGS Site no: 405924072321501 Site name: S 39269.1 Latitude: 405924 Longitude: 0723215 Dec let: 40.99010041 Dec Ion: -72.53703271 Coor meth: M ' Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ371613 Map scale: Not Reported Altitude: 13.6 Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST TC2015451.2s Page A-19 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: GLACIAL AQUIFER,UPPER Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 ' Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 ' Ground water data begin date:1983-03-30 Ground water data end date: 2004-04-30 Ground water data count: 38 Ground-water levels,Number of Measurements:38 ' Feet below Feet to Feet below Feet to Date -Surface Sset eve l Date -Surface Sealevel ------ -------------------- - -------------------- 2004-0430 4.22 2003-03-17 4.10 ' 2002-02-19 2.75 2001-03-20 4.02 2000-03-22 3.37 1999-03-23 3.82 1998-03-17 4.36 1997-03-14 3.75 1996-03-21 3.90 1995-03-21 2.96 ' 1994-03-30 4.25 1994-03-30 4.25 1994-03-15 3.50 1993-03-23 4.02 1992-03-18 2.89 1991-03-20 3.79 1990-03-26 3.53 1990-03-12 2.81 1988-12-08 2.27 1988-06-14 2.49 1988-03-24 2.52 1987-09-03 2.20 1987-06-17 2.73 1986-12-16 2.42 1986-09-24 1.87 1986-06-11 2.26 1986-03-25 2.91 1986-03-24 2.51 ' 1985-12-09 2.22 1985-09-09 2.15 1985-06-11 2.40 1985-03-06 2.08 1984-12-24 2.39 1984-09-10 2.84 1984-06-11 4.10 1984-03-20 3.94 1983-06-08 3.56 1983-03-30 3.37 6 WNW FED USGS USGS2094072 ' 1/8-1/4 Mile Higher Agency cd: USGS Site no: 405922072322101 Site name: S 6565.1 ' Latitude: 405922 Longitude: 0723221 Dec let: 40.98954483 Dec Ion: -72.53869948 Coor meth: M Coor accr: S Latlong datum: NAD27 ' Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3706 Map scale: Not Reported ' Altitude: Not Reported Altitude method: .Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST TC2015451.2s Page A-20 1 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data and date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Groundwater data count: Not Reported Ground-water levels,Number of Measurements:0 T NNE FRDS PWS NY0004263 Higher Mile Higher PWS ID: NY0004253 PWS Status: Active Date Initiated: 7706 Date Deactivated: Not Reported ' PWS Name: MATTITUCK BREAKWATER BEACH Addressee/Facility: System Owner/Responsible Party MATTITUCK BREAKWATER BEACH MATTITUCK Facility Latitude: 40 59 27 Facility Longitude: 072 32 04 City Served: MATTITUCK Treatment Class: Untreated Population: 00000075 ' Violations information not reported. ' 8 WNW FED USGS USGS2094059 1/4.1/2 Mile Higher Agency cd: USGS Site no: 405919072322801 Site name: S 6561.1 Latitude: 405919 Longitude: 0723228 Dec let: 40.98871147 Dec Ion: -72.54064404 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported ' Location map: SJ3697 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported ' Date inventoried: Not Reported Mean greenwich time offset: EST TC2015451.2s Page A-21 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 9 North FED USGS USGS2094107 ' Higher Mile Higher Agency cd: USGS Site no: 405935072321301 Site name: S 6562. 1 Latitude: 405935 Longitude: 0723213 Dec let: 40.99315598 Dec Ion: -72.53647707 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD113 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3715 Map scale: Not Reported Altitude: Not Reported ' Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported ' Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Penney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported ' Source of depth data: Not Reported Project number. Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' TC2015451.2s Page A-22 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Map Direction Distance Elevation Database EDR ID Number 10 ENE FED USGS USGS2094088 1/4.12 Mile Higher ' Agency cd: USGS Site no: 405926072314501 Site name: S 6569.1 Latitude: 405926 Longitude: 0723145 Dec lat: 40.99065607 Dec Ion: -72.5286989 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: us Land net: Not Reported Location map: SJ3747 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer. Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported ' Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data end date: Not Reported Groundwater data count: Not Reported Ground-water levels,Number of Measurements:0 11 East FED USGS USGS2094036 1/4-12 Mile ' Higher Agency cd: USGS Site no: 405912072313901 Site name: S46188. 1 Latitude: 405912 Longitude: 0723139 Dec lat: 40.96676719 Dec Ion: -72.5270322 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 ' State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ374913281 Map scale: Not Reported ' TC2015451.2s Page A-23 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: Not Reported Well depth: 25 Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported ' Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 12 NE FED USGS USGS2094112 1/2-1 Mile ' Higher Agency cd: USGS Site no: 405936072314301 Site name: S 6559. 1 Latitude: 405936 Longitude: 0723143 Dec let: 40.99343386 Dec Ion: -72.52814326 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 ' State: 36 County: 103 Country: Us Land net: Not Reported Location map: SJ3746 Map scale: Not Reported Altitude: Not Reported ' Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported ' Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Penney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported ' T02015451.2s Page A-24 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' 13 North FED USGS USGS2094144 12-1 Mile Lower ' Agency cd: USGS Site no: 405946072321201 Site name: S71087. 1 Latitude: 405946 Longitude: 0723212 Dec let: 40.99621154 ' Dec Ion: -72.53619923 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: - 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3724 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported ' Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: GLACIAL AQUIFER,UPPER Well depth: Not Reported Hole depth: 62. Source of depth data: Not Reported Project number: Not Reported ' Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 ' Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date:1988-12-07 Ground water data end date: 1988-12-07 Ground water data count: 1 Ground-water levels,Number of Measurements:2 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ------------------------------------------------- 1988-12-07 1.71 1988-12-07 1.71 B14 North FED USGS USGS2094153 ' 12-1 Mile Higher 1 ' TC2015451.2s Page A-25 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Agency cd: USGS Site no: 405951072321301 Site name: S71088. 1 Latitude: 405951 ' Longitude: 0723213 Dec let: 40.99760043 Dec Ion: -72.536477 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 ' State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3723 Map scale: Not Reported Altitude: 18.0 ' Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported Topographic: Not Reported ' Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type ' Aquifer Type: Not Reported Aquifer: GLACIAL AQUIFER,UPPER Well depth: 20. Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1981-10-23 Ground water data end date: 1982-09-24 Ground water data count: 12 ' Ground-water levels,Number of Measurements:24 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel 1982-09-24 1.82 1982-09-24 1.82 1982-08-20 1.75 1982-08-20 1.75 1982-07-13 1.94 1982-07-13 1.94 1982-06-24 2.65 1982-06-24 2.65 ' 1982-05-04 1.65 1982-05-04 1.65 1982-04-16 1.62 1982-04-16 1.62 1982-03-18 1.73 1982-03-18 1.73 1982-02-01 1.75 1982-02-01 1.75 ' 1982-01-12 1.71 1982-01-12 1.71 1981-12-17 1.67 1981-12-17 1.67 1981-11-20 1.70 1981-11-20 1.70 1981-10-23 1.26 1981-10-23 1.26 ' B15 North FED USGS USGS2094164 1@-1 Mile Higher TC2015451.2s Page A-26 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Agency cd: USGS Site no: 405954072321301 Site name: S44699. 1 Latitude: 405954 Longitude: 0723213 Dec let: 40.99843377 Dec Ion: -72.53647699 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ372313281 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported 1 Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: 24 Hole depth: Not Reported Source of depth data: Not Reported ' Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported ' Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported ' Ground-water levels,Number of Measurements:0 16 ' NW FED USGS USGS2094121 1/2-1 Mile Lower Agency cd: USGS Site no: 405939072324901 1 Site name: S 572. 1 Latitude: 405939 Longitude: 0723249 Dec let: 40.99426697 Dec Ion: -72.54647762 Coor meth: M ' Coor accr S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported ' Location map: SJ36113 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported ' Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST TC2015451.2s Page A-27 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported ' Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported ' Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 17 North FED USGS USGS2093920 Mile Lower Agency cd: USGS Site no: 405955072320701 Site name: S71089. 1 Latitude: 405955 Longitude: 0723207 Dec let: 40.99871157 Dec Ion: -72.53481022 Coor meth: M Coor accr: S Latlong datum: NAD27 ' Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3733 Map scale: Not Reported ' Altitude: 6.6 Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 ' Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: GLACIAL ADUIFER,UPPER Well depth: 12. Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 ' Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1981-10-23 Ground water data end date: 1988-12-07 ' Ground water data count: 13 TC2015451.2s Page A-28 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Ground-water levels,Number of Measurements:26 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ------------------ .---------- ------------------------------------------------- 1988-12-07 2.43 1988-12-07 2.43 1982-09-24 2.04 1982-09-24 2.04 1982-07-23 2.28 1982-07-23 2.28 1982-06-24 3.14 1982-06-24 3.14 1982-05-21 1.99 1982-05-21 1.99 1982-04-16 2.06 1982-04-16 2.06 1982-03-20 2.05 1982-03-20 2.05 ' 1982-03-18 2.17 1982-03-18 2.17 1982-02-11 2.24 1982-02-11 2.24 1982-01-12 2.18 1982-01-12 2.18 1981-12-12 2.15 1981-12-12 2.15 ' 1981-11-22 1.91 1981-11-22 1.91 1981-10-23 1.45 1981-10-23 1.45 18 West FED USGS USGS2094064 1/2.1 Mile Higher Agency cd: USGS Site no: 405921072270301 Site name: S44544. 1 Latitude: 405921 Longitude: 0723303 Dec let: 40.98926691 Dec Ion: -72.55036681 Coor meth: M ' Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported ' Location map: SJ3665 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported ' Well depth: 40 Hole depth: Not Reported Source of depth data: Not Reported Project number. . Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported ' Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 TC2015451.2s Page A-29 1 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Map ID Direction Distance Elevation Database EDR ID Number 1s NNW FED USGS USGS2094165 1/2-1 Mile Higher Agency cd: USGS Site no: 405955072002801 Site name: S40421. 1 Latitude: 405955 Longitude: 0723228 Dec let: 40.99871149 ' Dec Ion: -72.54064389 Coor meth: M Coor accr. S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 ' Country: US Land net: Not Reported Location map: SJ371213281 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported t Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Penney type Aquifer Type: Not Reported ' Aquifer: Not Reported Well depth: 50 Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' 20 SW FED USGS USGS2094211 ' 1/2 Mile Higher Agency cd: USGS Site no: 405843072324301 Site name: S53332. 1 ' Latitude: 405843 Longitude: 0723243 Dec let: 40.97871141 Dec Ion: -72.5448111 Coor meth: M Coor accr: S Latlong datum: NAD27 ' Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SK3671 Map scale: Not Reported TC2015451.2s Page A-30 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Altitude: 25.0 Altitude method: Level or other surveying method Altitude accuracy: 0.1 ' Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Southern Long Island.New York.Area=1660 sq.mi. Topographic: Not Reported Site type: Ground-water other than Spring Date construction: 19741003 ' Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: GLACIAL AQUIFER,UPPER Well depth: 45. Hole depth: 45. Source of depth data: Not Reported Project number. Not Reported ' Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 1974-10-03 Water quality data end date:1984-03-21 Water quality data count: 11 ' Ground water data begin date: 1974-12-09 Ground water data end date: 1994-03-15 Ground water data count: 56 Ground-water levels,Number of Measurements:56 ' Feet below Feet to Feet below Feet to Date -Surface -Sealevel Date -Surface -Sealevel ------ -- - ------ -- ---- 1994-03-15 - - 1994-03-15 4.79 1990-03-12 4.60 ' 1988-12-07 3.38 1988-06-14 3.89 1988-03-24 3.94 1987-12-09 3.13 1987-06-17 4.35 1987-03-09 4.33 1986-12-16 3.39 1986-09-23 2.92 ' 1986-06-16 3.39 1986-03-18 3.52 1985-12-05 3.09 1985-09-06 3.13 1985-06-13 3.60 1985-03-07 3.53 1984-12-24 3.86 1984-09-11 4.58 1984-06-18 5.67 1984-03-20 5.38 ' 1983-12-27 4.55 1983-09-19 3.65 1983-06-08 5.15 1983-03-31 4.53 1982-12-23 3.17 1982-09-22 3.40 1981-03-09 3.04 1980-12-17 2.67 ' 1980-09-18 2.82 1980-06-17 3.85 1980-03-07 3.12 1979-12-03 3.34 1979-09-12 3.56 1979-06-08 4.82 1979-03-07 5.42 1979-01-09 3.92 ' 1978-10-10 3.71 1978-08-07 3.87 1978-03-28 5.04 1977-10-06 3.41 1977-06-24 3.64 1977-04-04 4.17 1977-01-04 3.22 1976-10-01 3.55 ' 1976-06-30 3.65 1976-03-31 4.39 1975-12-17 3.78 1975-10-03 3.41 1975-07-29 3.85 1975-07-14 4.01 1975-06-16 5.34 1975-04-10 4.32 ' 1975-03-17 4.16 1975-03-04 4.03 1975-01-17 3.46 1974-12-09 3.16 1 TC2015451.2s Page A-31 1 ' GEOCHECKPHYSICAL SETTING SOURCE MAP FINDINGS ' Map ID Direction Distance Elevation Database EDR ID Number 21 NW FED USGS USGS2094133 1/2.1 Mile Higher ' Agency cd: USGS Site no: 405941072325401 Site name: S 6563.1 Latitude: 405941 Longitude: 0723254 Dec let: 40.99482251 ' Dec Ion: -72.54786658 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3683 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported ' Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported ' Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported ' Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 ' 22 WNW FED USGS USGS3222886 112 Mile Higher Agency cd: USGS Site no: 405925072330501 Site name: S43272. 1 ' Latitude: 405925 Longitude: 0723305 Dec let: 40.99037802 Dec Ion: -72.55092238 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3665 Map scale: Not Reported TC2015451.2s Page A-32 1 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported ' Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported ' Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Penney type Aquifer Type: Not Reported ' Aquifer: Not Reported Well depth: 40 Hole depth: Not Reported Source of depth data: Not Reported Project number. Not Reported ' Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported Ground-water levels,Number of Measurements:0 23 North FED USGS USGS2093929 1/2-1 Mile ' Higher Agency cd: USGS Site no: 410002072320701 Site name: S71090. 1 ' Latitude: 410002 Longitude: 0723207 Dec let: 41.00065601 Dec Ion: -72.53481021 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 ' State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3732 Map scale: Not Reported Altitude: 17.9 ' Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported ' Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: Not Reported Hole depth: Not Reported ' Source of depth data: Not Reported Project number. Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 TC2015451.2s Page A-33 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date:1981-06-20 Ground water data end date: 1988-12-07 ' Ground water data count: 11 Ground-water levels,Number of Measurements:22 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ------------------------------------------------- __----___________-------------------------------- 1988-12-07 2.03 1988-12-07 2.03 1982-09-24 2.05 1982-09-24 2.05 ' 1982-08-20 2.03 1982-08-20 2.03 1982-07-23 2.25 1982-07-23 2.25 1982-05-21 1.92 1982-05-21 1.92 1982-03-18 2.06 1982-03-18 2.06 ' 1982-02-11 2.09 1982-02-11 2.09 1982-01-12 1.91 1982-01-12 1.91 1981-12-07 1.87 1981-12-07 1.87 1981-10-23 1.44 1981-10-23 1.44 1981-06-20 1.81 1981-06-20 1.81 ' 24 West FED USGS USGS2094282 ' 12-1 Mile Higher Agency cd: USGS Site no: 405910072331001 Site name: S 6560.1 ' Latitude: 405910 Longitude: 0723310 Dec let: 40.98621133 Dec Ion: -72.5523114 Coor meth: M Coor accr: S Latlong datum: NAD27 ' Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: US Land net: Not Reported Location map: SJ3657 Map scale: Not Reported Altitude: 22.4 ' Altitude method: Level or other surveying method Altitude accuracy: 0.1 Altitude datum: National Geodetic Vertical Datum of 1929 Hydrologic: Not Reported ' Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N ' Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: 30. Hole depth: Not Reported ' Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 ' Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date:1949-07-14 Ground water data end date: 1959-07-30 Ground water data count: 85 TC2015451.2s Page A-34 1 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ' Ground-water levels,Number of Measurements:85 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ................................................. ----------------------------------------------- 1 959-07-30 -............. ----.............1959-07-30 7.30 1958-09-30 8.08 1958-08-26 7.81 1958-08-01 7.84 1958-06-26 8.68 1958-05-29 8.93 ' 1958-05-07 8.69 1958-04-01 7.85 1958-02-27 7.03 1958-01-29 6.50 1958-01-03 5.95 1957-12-06 4.93 1957-10-25 4.97 1957-09-25 4.98 1957-08-29 4.99 1957-08-01 5.31 1957-07-02 5.78 1956-12-27 6.50 1956-09-27 6.48 1956-08-09 6.92 1956-06-26 7.63 1956-01-26 6.61 ' 1955-10-07 4.93 1955-08-24 5.06 1955-06-23 5.85 1955-04-01 6.66 1954-12-20 6.65 1954-10-29 6.42 1954-09-23 6.26 1954-07-01 5.74 1954-03-23 6.29 1953-12-22 6.38 1953-11-25 5.71 1953-10-28 5.59 1953-10-08 5.77 1953-08-26 6.46 1953-08-04 6.81 1953-06-26 7.57 1953-05-27 8.23 1953-05-01 7.85 1953-04-01 6.52 1952-12-23 5.53 1952-12-04 5.66 1952-11-06 5.80 1952-09-24 6.14 1952-08-28 6.47 1952-07-24 6.39 1952-06-26 6.81 1952-05-28 7.23 1952-04-24 7.06 1952-03-27 6.73 1952-02-28 6.41 1952-01-31 5.86 1951-12-20 5.28 1951-11-29 5.12 1951-11-01 4.76 ' 1951-10-03 4.86 1951-08-30 5.12 1951-07-30 5.39 1951-07-05 5.78 1951-06-04 5.97 1951-04-27 5.75 1951-03-29 5.17 1951-02-28 4.85 1951-01-30 4.44 1950-12-28 4.34 ' 1950-11-29 4.29 1950-11-02 4.27 1950-10-05 4.31 1950-08-30 4.38 1950-07-25 4.54 1950-06-26 4.75 1950-05-23 4.74 1950-04-24 4.76 ' 1950-03-27 4.66 1950-02-28 4.76 1950-01-31 4.66 1949-12-29 4.93 1949-12-05 5.09 1949-10-28 5.30 1949-09-30 5.62 1949-09-01 5.99 1949-08-24 5.87 1949-08-04 5.98 1949-07-14 6.21 ' 25 East FED USGS USGS2094052 12-1 Mile Higher 1 TC2015451.2s Page A-35 ' FGEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Agency cd: USGS Site no: 405917072310601 Site name: S46763. 1 Latitude: 405917 Longitude: 0723106 Dec let: 40.98815619 Dec Ion: -72.51786499 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 36 State: 36 County: 103 Country: us Land net: Not Reported Location map: SJ377913281 Map scale: Not Reported Altitude: Not Reported Altitude method: Not Reported Altitude accuracy: Not Reported Altitude datum: Not Reported Hydrologic: Not Reported Topographic: Not Reported Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: N ' Type of ground water site: Single well,other than collector or Ranney type Aquifer Type: Not Reported Aquifer: Not Reported Well depth: 67 Hole depth: Not Reported Source of depth data: Not Reported ' Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date:Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported ' Ground-water levels,Number of Measurements:0 1 TC2015451.2s Page A-36 1 ' GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS RADON ' AREA RADON INFORMATION State Database:NY Radon Radon Test Results ' Zip Num Sites <4 Pci/L >=4 Pci/L >=20 Pci/L Avg>4 Pci/L Max Pci/L 11952 1 1 (100%) 0(0%) 0(0%) 1.30 1.3 Federal EPA Radon Zone for SUFFOLK County: 3 ' Note:Zone 1 indoor average level>4 pCVL. Zone 2 indoor average level>=2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L ' Federal Area Radon Information for SUFFOLK COUNTY,NY Number of sites tested: 183 ' Area Average Activity %<4 pCi/L %4-20 pCi/L %>20 pCi/L Living Area 0.670 pCi/L 100% 0% 0% Basement 1.010 pCi/L 98% 2% 0% 1 1 TC2015451.2s Page A-37 PHYSICAL SETTING SOURCE RECORDS SEARCHED ' TOPOGRAPHIC INFORMATION USGS 7.5'Digital Elevation Model(DEM) Source:United States Geologic Survey EDR acquired the USGS 7.5'Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Scanned Digital USGS 7.5'Topographic Map(DRG) Source:United States Geologic Survey A digital raster graphic(DRG)is a scanned image of a U.S.Geological Survey topographic map.The map images are made by scanning published paper maps on high-resolution scanners.The raster image is georeferenced and fit to the Universal Transverse Mercator(UTM)projection. ' HYDROLOGIC INFORMATION Flood Zone Data: This data,available in select counties across the country,was obtained by EDR in 1999 from the Federal Emergency Management Agency(FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. ' NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002 and 2005 from the U.S.Fish and Wildlife Service. ' State Wetlands Data:Freshwater Wetlands Source:Department of Environmental Conservation Telephone:518-402-8961 HYDROGEOLOGIC INFORMATION AOUIFLOWR Information System ' Source: EDR proprietary database of groundwater flow information EDR has developed the AOUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points.EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table ' information. GEOLOGIC INFORMATION ' Geologic Age and Rock Stratigraphic Unit Source:P.G.Schruben, R.E.Arndt and W.J.Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M.Beikman Map,USGS Digital Data Series DDS-11 (1994). ' STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S.Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national ' Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed(SSURGO) soil survey maps. ' SSURGO:Soil Survey Geographic Database Source: Department of Agriculture,Natural Resources Conservation Services(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services,mapping ' scales generally range from 1:12,000 to 1:63,360.Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC2015451.2s Page A-38 E- PHYSICAL SETTING SOURCE RECORDS SEARCHED ' LOCAL/REGIONAL WATER AGENCY RECORDS ' FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells,rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data ' Source: EPA/Office of Drinking Water Telephone: 202-5643750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDW IS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). ' USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. ' STATE RECORDS New York Public Water Wells Source: New York Department of Health Telephone: 518-458-6731 Oil and Gas Well Database ' Department of Environmental Conservation Telephone: 518-402-8056 These files contain records,in the database,of wells that have been drilled. OTHER STATE DATABASE INFORMATION RADON ' State Database:NY Radon Source:Department of Health Telephone:518-402-7556 ' Radon Test Results Area Radon Information Source:USGS ' Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. ' EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. ' OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration,800-457-6656 ' Epicenters: Word earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration ' TC2015451.2s Page A-39 PHYSICAL SETTING SOURCE RECORDS SEARCHED STREET AND ADDRESS INFORMATION ®2007 Tele Atlas North America,Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America,Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. 1 ' TC2015451.2s Page A-40 ' PWGC4& Stye*EwwwwW En onmring Solo= ' APPENDIX G ' FREEDOM OF INFORMATION ACT REQUESTS 1 1 P.W.Grosser Consulting,Inc•P.W.oGrosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com MID iK APPROXIMATE SCALE C� •±i�� Q,•lF' 500 0 500 FEET 25 p0 ZONE �.I NA OVAL FLIN IMANU I106RAM sr x Town of Southold !' .I I RM 360813 .,,,!,I' ! FIRM A`+.E �I FLOOD UISURUCE RATE MAP yE\M SUF40LK ! SUFFOLK COUNTY NEW YORK go 9 ZONE X I ! I (u.L JURmicnONS) PANEL MI IF 226 I6FE MAP WOER FOR PANELS NOT MIWIED: Rare Ne t ZONE X l I� L i� N OtlMf.we[6•Y•4'r1Y NIMNII Ye.n � 'I I Mi WY M wr w w/Yr rpw MN M.rc` MAP NUMBER ZONE ' J 3NO3C01116 x 'LF F cOiOV AVE I , EFFECTIVE OAIE: MAr I,Isle RILEY RM 83 AVE � � Federal Enersenq Maea�emur A�eadY; is;Lr This is an oAlad coq d a porfian d the abore rakmced Hood mp. It p�E' ;>_ - va sXbaettl wing F-mrt O m. This mm dome nor resect ehngas �y ;; or smerlarme, wr ch may PORN'Wan mads sdusetdm to the dale on IW dtla pack. For the lataat product IMomradon a0ed1 r4o0orlal Flaod Im.mme eropram setl map cheek IW FEMA Flood Mao Stow at vmvr.mae.hma.dq ' P.W. GROSSER CONSULTING August 24,2007 Town Clerk Southold Town Hall 53095 Main Road Southold, New York 11971 Re: Freedom of Information Request Mattituck, NY ' Dear Sir or Madam: N P.W. Grosser Consulting, Inc. (PWGC) has been retained to prepare a Phase I Environmental Site Assessment for the ' following properties: • 11520 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); a 11600 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); f • 11700 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); • 11750 Main Road in Mattituck, New York(tax lot#1000122 03 02); ' • 725 Johns Road in Mattituck, New York(tax lot#1000122 0317);and • Vacant lot located on Johns Road immediately northeast of 725 Johns Road in Mattituck, New York (tax lot# 1000 ' 122 031.2) We are requesting available copies of environmental files, records,and memoranda concerning the facility. This information ' should include: 1) past and present underground storage tank registration(s); 2) reported spills or releases of hazardous substances;3)generation, storage,treatment,or disposal of hazardous substances;4)past or present groundwater,surface water,and soil investigations;5)environmental permits/violations. ' We will gladly pay copying costs. ' Please advise if this request can be accommodated in an expedient manner. We would like to schedule an appointment to copy the file/records if this is not possible. Feel free to call with any questions or if additional information is needed to respond to this request. Very truly yours, ' PWGC Rocky Wenskus Senior Hydrogeologist ACEC ac :� P.W.Grosser Consulting,Ins•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com P.W. GROSSER CONSULTING 1 August 24,2007 1 Freedom of Information Act Officer NYS DEC Region I ' Building 40 SUNY Stony Brook Stony Brook, New York 11790-2356 Re: Freedom of Information Request Mattituck, NY To Whom It May Concern: P.W. Grosser Consulting, Inc. (PWGC) has been retained to prepare a Phase I Environmental Site Assessment for the following properties: • 11520 Main Road in Mattituck, New York; • 11600 Main Road in Mattituck, New York; ' • 11700 Main Road in Mattituck, New York; • 11750 Main Road in Mattituck,New York; 725 Johns Road in Mattituck, New York;and e Vacant lot located on Johns Road immediately northeast of 725 Johns Road in Mattituck, New York ' We are requesting available copies of environmental files, records,and memoranda concerning the facility. This information should include: 1) past and present underground storage tank registration(s); 2) reported spills or releases of hazardous substances;3)generation,storage,treatment,or disposal of hazardous substances;4)past or present groundwater,surface ' water,and soil investigations;5)environmental permits/violations. We will gladly pay copying costs. ' Please advise if this request can be accommodated in an expedient manner. We would like to schedule an appointment to copy the file/records if this is not possible. ' Feel free to call with any questions or if additional information is needed to respond to this request. ' Very truly yours, PWGC Rocky Wenskus Senior Hydrogeologist ACEC � R, —I,.,.b., P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologisl,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com P.W. GROSSER CONSULTING 1 ' August 24,2007 Ms. Bonnie Bellow Freedom of Information Officer United States Environmental Protection Agency, Region II 290 Broadway,261h Floor New York,NY 10007-1866 Re: Freedom of Information Request Mattituck,NY Dear Ms. Bellow: P.W. Grosser Consulting, Inc. (PWGC) has been retained to prepare a Phase I Environmental Site Assessment for the ' following properties: • 11520 Main Road in Mattituck, New York; ' • 11600 Main Road in Mattituck, New York; • 11700 Main Road in Mattituck,New York; • 11750 Main Road in Mattituck, New York; ' 725 Johns Road in Mattituck, New York;and • Vacant lot located on Johns Road immediately northeast of 725 Johns Road in Mattituck,New York We are requesting available copies of environmental files, records,and memoranda concerning the facility. This information should include: 1) past and present underground storage tank registration(s); 2) reported spills or releases of hazardous ' substances;3)generation,storage,treatment,or disposal of hazardous substances;4)past or present groundwater,surface water,and soil investigations;5)environmental permits/violations. ' We will gladly pay copying costs. Please advise if this request can be accommodated in an expedient manner. We would like to schedule an appointment to copy the file/records if this is not possible. Feel free to call with any questions or if additional information is needed to respond to this request. ' Very truly yours, PWGC Rocky Wenskus Senior Hydrogeologist W ACEC P.W.Grosser Consulting,Inc•P.W.Grossa,Consulting Engineer 8 Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705 6 www.pwgrosser.com P.W. GROSSER CONSULTING I August 24,2007 Records Access Officer Suffolk County Department of Health Services 15 Horseblock Place Farmingville,New York 11738 Re: Freedom of Information Request Mattituck, NY Dear Sir or Madam: P.W. Grosser Consulting, Inc. (PWGC) has been retained to prepare a Phase I Environmental Site Assessment for the ' following properties: • 11520 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); • 11600 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); • 11700 Main Road in Mattituck, New York(tax lot#1000122 03 5.1); • 11750 Main Road in Mattituck, New York(tax lot#1000122 03 02); ' 0 725 Johns Road in Mattituck, New York(tax lot#1000122 0317);and • Vacant lot located on Johns Road immediately northeast of 725 Johns Road in Mattituck, New York (tax lot# 1000 ' 122 031.2) We are requesting available copies of environmental files, records, and memoranda concerning the facility. This information ' should include: 1) past and present underground storage tank registration(s); 2) reported spills or releases of hazardous substances;3)generation,storage,treatment,or disposal of hazardous substances;4) past or present groundwater, surface water,and soil investigations; 5)environmental permits/violations. We will gladly pay copying costs. Please advise if this request can be accommodated in an expedient manner. We would like to schedule an appointment to copy the file/records if this is not possible. Feel free to call with any questions or if additional information is needed to respond to this request. Very truly yours, ' PWGC . Ul Rocky Wenskus tSenior Hydrogeologist w_MAC EC P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer 8 Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location•Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com ' PWGC-0 Sw*Emimnmmtal EngloWng Solullms r APPENDIX H HISTORIC ENVIRONMENTAL DOCUMENTS 1 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consuming Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch Location-Seattle,WA PH 631.589.6353•FX 631.589.8705 1 www.pwgrosser.com ' PWGCO Shatepk Emiralm�olal EtgitroMnE SdNiom r 1 r r r r NO DOCUMENTS AVAILABLE r i 1 1 1 1 P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist,PC 630 Johnson Avenue,Suite 7•Bohemia,NY 11716•Branch location-Seattle,WA PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com r Traffic Impact Study Iota- 3 - I � o� Hudson City Savings Bank Plaza _0 Mattituck, New York 466 ,'' Eschbacher VHB Prepared by: Eschbacher VHB Engineering,Surveying and Landscape Architecture,P.C. 2150 Joshua's Path,Suite 300 Hauppauge,NY 11788 631.234-3444 May, 2008 Ij Eschbacher VHB Engineering,Surveying and Landscape Architecture,P.C. Table of Contents Tableof Contents..................................................................................................................1 Introduction............................................................................................................................1 StudyMethodology....................................................................................................................1 ExistingConditions...............................................................................................................3 RoadwayNetwork......................................................................................................................3 KeyIntersections....................................................:.................................................................3 • Existing Traffic Volumes...........................................:................................................................4 BuildConditions...................................................................................................................5 TripGeneration..........................................................................................................................5 Trip Distribution&Assignment.......................................:...........................................................6 IntersectionCapacity Analysis............................................................................................7 AnalysisMethodology................................................................................................................7 UnsignalizedIntersections.........................................................................................................7 ImpactAnalysis.....................................................................................................................B Identification of Impacts.............................................................................................................8 AnalysisResults.........................................................................................................................8 Site Access/Drive-through Window/Parking.............................................................................9 Conclusions..........................................................................................................................10 AppendixA...........................................................................................................................11 • Appendix B...........................................................................................................................12 AppendixC............................................................................................................................13 An affiliate of Vanasse Hangen Brustlin,Inc. 9 vim Eschbacher VHB Engineering,Surveying and Landscape Architecture,P.C. Introduction — • Eschbacher VHB has conducted a traffic impact study for the development of Hudson City Savings Bank Plaza, consisting of a bank and office building on Main Road in Mattituck,New York. The subject site consists of 1.93 acres on the south side of Main Road across from the intersection of Pacific Street. As shown on the proposed site plans, prepared by James V. DeLucca, R.A., the project will consist of a 3,244 s.f. bank with two drive- thru windows and a 9,982 s.f. office building with a total of 89 parking stalls. A location Plan has been prepared and included as Figure 1 (all figures are located in Appendix A). There will be one access driveway directly opposite Pacific Street which will service both buildings. The traffic study has been undertaken at the direction of the New York State Department of Transportation to examine the impact the project will have on local • traffic conditions. This report presents the results of the traffic study including a summary of the data collection process, traffic analysis procedures, and study conclusions. Study Methodology The methodology used in this traffic study consisted of the following items: 1. The proposed site plan and related documents were reviewed to obtain an understanding of the scope of the project. 1 Introduction An affiliate of VanasseHangen Brustlin,Inc Eschbacher VHB Engineering,Surveying and Landscape Architecture,P.C. 2. Manual turning movement counts were collected at the intersection of Main Road and Pacific Street on a typical weekday during the AM, mid-day and PM peak periods. 3. Trip generation estimates for the proposed project were made. 4. The project generated traffic volumes were distributed along the adjacent roadway network to produce the Build traffic volumes. 5. Intersection capacity analyses were performed for the driveway for the Build Conditions. 6. The site access was reviewed. • 2 Introduction An affiliate of Vanasse Hangen Brustlin,Inc IB Eschbacher VHB Engineering,Surveying and Landscape Architecture,P.C. 2 Existing Conditions _- The site is located along the south side of Main Road opposite Pacific Street in the Town of Mattituck (See Figure 1 in Appendix A). The site is currently occupied by a commercial building which housed a beverage distributor and three houses, all of which will be demolished to accommodate the proposed development. Roadway Network Main Road is an east-west state arterial under the jurisdiction of the New York State Department of Transportation. In the site vicinity, it provides one travel lane in each direction,with full paved shoulders on both sides. The posted speed on this section of roadway is 30 miles per hour.There is an existing sidewalk along the north side of the street. Pacific Street is a local north-south road under the jurisdiction of the Town of Southold that runs between Main Road and Old South Avenue.The roadway consists of a single lane in each direction. • Key Intersections To determine the potential traffic impacts of the proposed project, the unsignalized intersection of Main Road with Pacific Street and the site access driveway was analyzed to assess future conditions with the proposed project. 3 Existing Conditions - An affiliate of VanasseHangen Brustlin,Inc Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.G. Existing Traffic Volumes Intersection turning movement counts were manually collected at the intersection of Main Road and Pacific Street on a typical weekday and the peak hours were identified as 8:15 a.m.to 9:15 a.m.,12:00 p.m.to 1:00 p.m.and 4:00 p.m.to 5:00 p.m. The resulting peak hour Existing Traffic Volumes for these periods are shown in Figures 2,3 and 4. ` The manual turning movement count data can be found in Appendix B. • 4 Existing Conditions An affiliate of Vanasse Hangen Brustlin,Inc 16m) Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.C. 3 Build Conditions Trip Generation To estimate the site-generated traffic by the proposed development a review was undertaken of the available trip generation data sources, including the reference published by the Institute of Transportation Engineers (ITE), Trip Generation, 7th Edition. This widely utilized reference source contains trip generation rates for a related use, "Drive-in Bank (Land Use Code #912) and "General Office Building' (Land Use Code#710). Table 1 summarizes the trip generation data below. Table 1 Trip Generation Weekday Trip Rate Entering Trips Exiting Trips Peak Period Per Unit Total Trips Percent Volume Percent Volume. 3,244 S.F.Drive-in Bank-Land Use Code 912 AM 12.34 40 56% 22 44% 18 - Mid-day 53.46 173 51% 88 49% 85 • PM 45.74 148 50% T7774777 50% 74 9,982 S.F.Office Building-Land Use Code 710 AM 1.55 16 88% 14 12% 2 Mid-day 1.55 16 50% 8 50% 8 PM 1.49 15 17% 2 83% 13 'Rate per 1000 square feet of grass floor area Reference: "Trip Generation",ITE Seventh Edition,2001 5 Build Conditions An affiliate of Vanasse Hangen Brustlin,Inc. Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.C. From Table 1, a combined total of 56 trips (36 entering and 20 exiting) would be generated during the AM peak hour, 189 trips (96 entering and 93 exiting)during the mid-day period and 163 trips(76 entering and 87 exiting)during PM peak hour. It should be noted that the ITE does not provide a mid-day rate for office buildings. Therefore,the PM peak rate was utilized to arrive at the total number of trips,but the trips were split evenly between traffic entering and exiting the site to reflect what we believe to be a reasonable distribution pattern at this time of day. It should also be noted that the AM and PM peak hours for a bank typically do not correspond to office peak hours for an office building. Also, because the ITE trip generation rates for both the bank and office building are lower on Saturdays, the weekday mid-day and weekday PM time periods reflect the worst case scenario. Trip Distribution & Assignment Trips originating from and destined to the project site were assigned to the adjacent roadways based on existing traffic patterns and the results are depicted in Figures 5, 6 and 7. The resulting site-generated traffic volumes for the AM, mid-day and PM peak hours were then added to the existing turning movement volumes at the study intersection to yield the Build condition. The build traffic volumes for the AM and PM peak hours are shown in Figures 8,9 and 10. 6 Build Conditions An affiliate of Vanasse Hangen Brustlin,Inc. ti Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.G. 4 Intersection Capacity Analysis Analysis Methodology The capacity analyses were performed in accordance with guidelines set forth in the 2000 Highway Capacity Manual (2000 HCM), published by the Transportation • Research Board,using Synchro software. Unsignalized Intersections The capacity of a controlled leg of an unsignalized two-way stop controlled intersection or driveway is based on an estimation of the distribution of gaps in the major street traffic flow, driver judgment in selecting a gap through which to execute the desired maneuver, and the follow-up time required by each driver in a queue. The level-of-service(LOS) for the subject approach of a stop-controlled intersection is evaluated based on the average total delay per vehicle. Total delay is defined as the total elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. There are also six classes of level-of-service, ranging from A (best) to F (worst), utilized by the 2000 HCM to determine the intersection, approach,and lane group levels of service for un-signalized intersections: • 2000 HCM LOS Classification—Unsignalized Intersections Level-of-Service(LOS) Control Delay Per Vehicle(sec) A < 10.0 B >10.0and < 15.0 C >15.O and <25.0 D >25.0and <35.0 E >35.0 and <50.0 F >50.0 7 Intersection Capacity Analysis An affiliate of Vanasse Hangen Brustlin,Inc. Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.G. 5 Impact Analysis Identification of Impacts The traffic operations of the key signalized intersection were analyzed under the future Build condition in order to evaluate the operation of the site driveway upon completion of the project. • Analysis Results The results of the capacity analysis are contained in the Appendix. Based on these results, the unsignalized intersection of Main Road and Pacific Street/Site Access Driveway will operate at Level of Service A during the morning peak period,Level of Service B during the mid-day period and Level of Service D during the afternoon peak. However, it must be noted that Main Road in both directions will continue to operate at Level of Service A.Pacific Street will operate at LOS C in the morning and LOS D in the mid-day and afternoon periods.The site driveway will also operate at LOS C in the morning, but will fall to LOS F during thb mid-day and afternoon periods. However, the analysis is based on the bank traffic and the office traffic peaking at the same time. As indicated above,the actual peaking characteristics are expected to be different. It should also be noted that Synchro is a macroscopic model. A major limitation of the macroscopic model is they cannot model the interactions of vehicles.Thus, Synchro is unable to identify or recognize gaps in a traffic flow.In order to obtain a perspective of the intersection in a dynamic environment,simulation software has to be used to simulate the model.Therefore,SimTraffic,a powerful traffic simulation software program that takes into consideration vehicle and driver performance characteristics,was utilized.Simulation models are designed to emulate the behavior of traffic in a transportation network over time and space to predict system performance.Generically,SimTraffic is a microscopic model.Microscopic models simulate the characteristics and interactions of individual vehicles.They essentially produce trajectories of vehicles as they move through the network.The processing logic includes algorithms and rales describing how vehicles move and interact, 8 Impact Analysis An affiliate of Vanasse Hangen Brustlin,Inc. Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.C. including acceleration,deceleration,and lane changing, and passing maneuvers. Every vehicle that enters the network is traced and the performance is recorded as it moves through the network until it exits.The SimTraffic performance analyses which are also included in Appendix C reveal that the actual vehicle delay times will be substantially less than the Synchro results indicate. Site Access/ Drive-through Window/ Parking The proposed site access will be a single driveway which has been aligned to intersect Main Road opposite Pacific Street. Site distance for exiting traffic was evaluated and found to be more than adequate based on the speed limit on Main Road. The configuration of the parking layout and aisles ensures good circulation for both ,_ • development components. The location of the drive-through window on the subject site is such that there is adequate space at least 25 vehicles to queue on site without backing onto the State highway. According to the ITE publication "Transportation and Land Development', the recommended storage requirement for banks with two drive-through windows is 12 to 18 vehicles. However, based on our experience, we have found that bank drive-through queues rarely exceed a total of 6 to 8 vehicles. -- Furthermore, we have found that multiple drive-through windows generally result in shorter queue lengths due to an overall reduction transaction time. Based on this, it is our opinion that the drive-through window, as depicted, will have no adverse -- impacts on the State highway. In terms of parking, the site plan depicts,a total of 110 spaces with 89 of these to be constructed and 21 to be landbanked. Based on the ITE Parking Generation publication, the bank is expected to generate a peak parking demand of 20 to 25 • spaces and the office building between 30 and 40 spaces. Thus, the combined demand of a maximum of 65 spaces is well below the proposed 89 spaces that will be available. 9 Impact Analysis An affiliate of Vanasse Hangen Brustlin,Inc. iGUM Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.G. 6 Conclusions _ Based on the results of the study,the following can be concluded: 1. The proposed project will generate only a moderate amount of traffic. 2. The adjacent roadway network can accommodate the projected additional traffic volumes. 3. The proposed access driveway will provide satisfactory ingress and egress to -• the site. 4. The proposed bank drive-through window will have no adverse impact on the traffic operations of the local roadway network. • 10 Conclusion An affiliate of Vanas se Hangen Brustlin,Inc. yj Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.C. Appendix A An affiliate of Vanasse Hangen Brustlin,Inc. / W F-1 ,.� ,� �* Jnr _0.f J � i .a' r�� 1 r r i xty,*r"r4b � � Y• � +r9� Als si SIX x F s A. i ' yrs erre" x.. i t � '►� �;� e �"� k�: ��: r ,� i �#' t 11,s � r� sa �`,, r.d`��t x�jd [ � ;JL'"� ` -0 �y< am8"ra _A �'' Jri»"� 4', a r §« �•� f4��Srn ' ��.N' +-r^Aar v � ( y Ui+�ryfµe i '.• "�y any, , i +�" t S �� d x f.•."dY� p ' w rax ,r iF 4 t i wy s 3+ � w :+ « � d � �A1 %Y.,t �� ^'� r '► ��-n ' q � r pppWWW R' f C l •`5 4 � S F S Y 4 l x iyy pA,,,y r1 Yh � x i°w O 9� 3 �R J� �J �,� r'�� s•e r t � S d. e v 4 tl r� >d;' s a r 5!�t s i. p 7B ♦ r al y t.,�°fk'LF ;Vv" r1 u, x X41 f'3c" ,r �d Vv 'n # r, f,t��y .C.1 , � �f �nr�gt• 'r"y r�« �, ,� r SITE LOCATION MAP b � ajr 9 41 v �< a�r �. Y'" `€`. :,. F:}°j � � w�v'� 4 ` e ,�'�i�'y��fu� a.{-•�`� � j.'. + �F re✓ �`3�� t s�� ?f �ty6�c j a55'kk.� .. 4 r L p �_ i}^ s.;« 7 �, rMM�f a • <,.Y��"t�€7i� `a� a a J� x � ,� ar s tf I Fp+ x 4 E J, .tom ! ' � M t' \ •' •y �'-,�' S "'vf _ !y�4� wY� � ,.. > n y if•� �'' v �` � 1� �"''�' S, �+.�'�' �l r�yld v :'r`°'a�,�` �5•® - �. � q.->r ,rx t f p t51 a'F ✓ a e" � ioY � �° �� f: '� � e P •� � � Oke x !� xw 2 � � � t ��zq y • ,3" y )iv Y fel 3 � f "1 I� dpEE "7' rE9a' f {p(• J JQ: Y4 ?v �R` R E .5 y < } n � t-, y a; �fF !rc ' � � • [ k v�°4� t 5 :}t b TCw �' � 4 f .t ,47, �a;" »�r.•'� p` N �"fp ,r O ✓ 1 ,`+,c r r ` "CEXISTING TRAFFIC VOLUMES IK eek yy AM PEAK HOUR T A � .� 1d+*. . Wx vs �� f� l �C�4 r'.a �' Bi a • _� �: '� '' t4 w t �. r. '"3stl' i•, ,t f i ' 21 �tpo Y^ r. .a 5 � r ^x•494�?m 4 Y y y� X i eSfS Cy'. t :'w`'� z-4xta� 16 57 � ro �•- ��Yid � 5 4 i �' r ,y p „yr 4 j r i I a � ar '^� ' '. A 6r ' .7 • i��"9��F, � rd � 5 �� o i,�;S � r �•"'",. � � K� �n.-" � ''i.':' � � {.�i i�. �'� a F. �� i- Edi{+ � r" .� _I��" dr�� t� � '• R Y r _ r '"s ' x •a a "' �, A ��' rkA}� �¢x)? `��"6 2 Fb t: i tv+� :�Y y ,% f. ... " ., '✓' ,W Y ,' 'u ' , # F1 " �£A i Art ^'"�° f ! pig my �� t vA�� .� �� ..� �� + ��4�+Ay 4i, r �`F m f • �1� H 4� ®� Ik 4t f 3 P AmJ '4• t Y i RAO f �s�tm�r""*y a� • � ��' a �� ,, � �` W n •*�� if',j}ff/ ♦ _ t .^RU e AY ;p C° ,rl: 4 Y.• 76 .� 'Yf_� ""s�• N Te ! 4ax, � .,, ,A< �y f ,�..+y,. ; All v a �#. f s4 � `'1" ♦� ` a' tl Y + �' ,, 3 _ flea"' ... '. _.3:.�.. p r � � ok P ^' x� �� w � N �. IF, F'fl tttt tot t 1 L r lc l� iy Y d •'u a / ' ''{' � - q,.✓, yip cn = ;.w �r' � t� i x r W 7 � F ,�' Srk l � l fv ,�.,• Q��i* vi� 3s f R Y '_ �� 'w, ..s i' ' b, a. 6^,y, a n••�+5 fir, r'x ?b'i x&;5 4 �� '� � 4 •�; ti * i.� f, ii 5 u '.t7 y'Yi.. �= P p A ! � r f/ 1 IF I ' V I Pr'y ��Y' i+ rr k �r � i^a•�� a r w / � �/ '. s r �:,.-}" .d da�0� • // • ♦��ip� �'9#, rt,� ...::,; +mf " r .w7re`,�` r;F.;' 5= � II p 41 'rFi'*q1Y ;^s -iII�r 9sa ,A 1§t l 17�fyFFy111i u. rT- 4 � �"'� g�g :. �� -,�av14�i - R as c�i '�� aaa 1�1ra y• rx to �! if S 3 '✓` a"`. ( k 'Fr.y-." b tµ ��gwg k r a ` ; A f !l•', Y @ F{ k� $✓.",_ IRV a�SH a d 4, s f 11m1Y tl �, P' ��R! C 77 zz [ °T Y>In, y's .� s"' R SS•�` ...� f 1 l 'T�'1 ?'fi�A'` { ! 1 F s 1°`r�A A �a � .v`Js�,:k f+ h - F A,`w "`^A' e^ t Jam} '•�'.) ./f ia A.a, �S 1 R. f i l i5 6 F p a zt"H 4•° =.9 F.� r �� }� xF f t S - IT x / ' b a R Sr F rR � t � � r " d�f '. ti t Q l �?. 7 .7 •, g`Q�,`r._- +Fy.�yl jyr ��c��y it r�r ,F,a : -9.a? f.. S l,J._ � ��o E XX = Errtennil Exiting 9 tA 1 ,,, Conn a i "R P r y 1 i*�"`'�`✓ y ��) h -r �f`�= k,� y T�� G ��a i � r t i rl�'� '�# ,�`- 3� E ..� ` � F�,e�y• r i Eb`wty ( � 'a wa" sjs� I A4Y $ x w =�A s +moi 0t f di x dl f i 'T p k y 44 i � 4 'srf�.✓� �gy � e t�,��.,. K � k` `"^ i s i t�- '. f 'tk•�F � 4i , q+'ff X16 ��;�« x Y�® 3n + nh +r tQ°d.45 � s•'"�._ �: x�4�}t F` �'' ,� ., � �� +rtT y}� ��IF& •`,+s s 54.: � � r._�� +� m �. iV�pVC�� a�' 1''G��a�5'nLfi.,.. )k � F � ' 9 J7 � •�9f° � Y 6 �'xy�,.Y(�.J✓"y )f Y� + �t� � M1`n •• 4 Y � y g Y ' ti AL E � , .,'� '�� .... ':. I� � � � x � 4•,r�. s � x� f?�a ` w V r kyr . M 14 d 46 r d xx='Entermg 1 "�. . s V 3 40, sJv YAoske aa,°5 5t o, y � . ' .�'�� ,�• '� #� r a+i�'� 1 e Ap�3 ys�L,� ta�� ?sR �( r A ' a r Qin 'A a�, Y a%% , �-" s + } k Y+ ti g yr'p '�-. t 2y*"gam ywb�rjy I • y /, s O i Av' �gY { °Y y'°"5 . 1 f IY % b!i ¢e c F of x t f h ,. T-s � h 31 t o- 4 zz � � �' r h ft•,� �`C�ejil T 4P�, i '�L'�t r r i k ✓ s t'` "' �' " ; !i. � ^fie. ,'� a ry k,, r M' to r � �. l/ ky •Ph ¢;r iWe" xw tl {. ' .x t�etyt •,.� � aaip's�� e,' �"' 5♦: N7,41 YY � l u "E11t1'77/ib i a r t wtl r 3 �`� d`��r s i'Fy � '`x w �p s r{ . �+. 5 • 'm`' mi ,r i ) ` - 5 � 4 . k' �y ✓,,.�" 4r +h 'r _ 1ty 4t 44 % 3 1-10a 7 r+ " gyr ,�` c3 ryntg'tu3 P.;55391- 4asr' f M 98T p }q,1r "kt y { �^.Ljp} F ttii F. [ W yf .P14,iF>5�t�} �'4. �r r v "$.a a �s.-p;•65 § /� 5 �}nM3 • ;.tom x � '� a✓ & �?�,t :..n�a�.v 4 � t � w3 fy • �' mi g y '. r r Iv� „a a'w .,v;�. t �i� :<✓ n �, � t �S' �� t svfP n ti ✓-.^��' •,E��x".w,iy f �t k � rAs "X'9' r M� S a1 S M 5� a R,4 p " �4f v,.• Y ,. � �n q�� (`�' '*. !mak, �fv � �•� "�r � �� , +r� too �• yJ 3t t`x 7 1 �t M �3 "' y. f 5 �6 � +N ♦ i�y . -,le :y ♦��5 3 W �#d..�� `�f a �'h� �° '�'1t T a:'S 'iE x p S n'r A 3c to .''� � ,"� `�//�•. . tea � d, eF � ¢' i �� ;5� �` �' �{ ;Q�{,� �t y S v `•'{' e �fpp��'1 k "' �"".r goo° ` *a] t` , ` , 'I e'��:' ""` �` F •t"' �p k,{ `trt a�1 it '< 40 � O^ M E:. ` I` LY dN' s a 5 R.YU i{ yst ( A y} �. fi y� d"i x r lie k' Jr V { t4fi. a V. r klS� ws{'p„x r A \ i� d w ✓S R` •mys&. t kx ]' - IV rkll e ht � ,:a .t { *�',�`'S,,s A� }~"�"r P { b-(f �P'�✓f 1M1�'` PaX'. sw �jp�� N t x 4 k y Y`', `'�� r�.-p ..�. > = . Jj { ns xv <,r C 4 xi tp Fri c ' � qr w { y.L.. fl �I. �✓/ M� 4 V t41 j J. 4 5 50 jr K,� . 1� fl� y+ x ■Y� �u � �P�`k'r� 3 n v � '� tam in v xa .e;e.""� �� c •r a �k,r �� ,'� s xl 4b AY � r:d°s �'9 t el J�f 01 ` !,r• ' ( ' Ux; 4 '.•"a 4a '� fek"1 t`,, } 'k 3 w � v a .. ,rw.�,y x � °Y a t v,k>'#xr3�'a��'�4� r � 9 " t r.a�.�'.➢ ..i �'p '�•'kt � " st; " ,i { yt*T* � r1 �� yy �"'twr r `+'C`za'r kk „ N r' �.m` ( �. 2 byt�h� 4 � s` ♦ t y� t f q'sl 41. Ie iw � 1 �{ N 4- 1 r Jy P " ; s �N wS.. � Ya r �{y 1 `sO' b z ykYp ,d�Y�y. !V � l ,i �:' �yW' ' "+i •.f��py � �� x; h,.i � ? n k ° e K �,;; a y,° M��.,: jw:� z'f f �'q•., `.%' F `Ryx yY �Yy+( e n FYwk" v .pra 74, n 1 {• BUILD TRAFFIC VOLUMES PM PEAK HOUR t.�..- Eschbacher VHB Engineering,Surveying and Landscape Architecture, P.C. Appendix B An affiliate of Vanasse Hangen Brustlin,Inc. TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCHBACHERVHB Mattituck, NY Date Collected:4/22/08(Tuesday Start Time Eastbound Westbound Northbound Southbound TOTAL Cum. Lek Thr. Right Total Left Thru Right Total Lek Thru Right Total Left Thru Right Total Hourly 8 00 AM 5 126 0 131 0 118 2 120 0 0 0 0 4 0 7 11 262 1 y �N v Q p* s 0 n w r a s }y. z ] of 6x 28� NMI 2 e 'rr ', ` '- p ST t ii '-'1 ' '6 11, E :' Y7,s fi' 4 fat ! i2 ''c :,nce �01 084 ?M " . >r ` �:. . MN�fs t- t .P.i ti ) dv, '., & 9.15 AM 4 111 0 115 0 123 1 124 1 0 0 1 4 0 7 11 251 1,079 9:30 AM 0 98 0 98 0 128 1 129 0 0 0 0 1 0 7 8 235 1,051 9:45 AM 9 119 0 128 0 105 1 106 0 0 0 0 1 0 12 13 247 1,008 Peak Hour 8:15 AM to 9:15 AM12 494 2 508 0 543 5 548 1 0 0 1 15 0 25 40 1,097 PHF 0.98 0.93 0.25 0.63 1 N 40 17 to U 0 15 25 569 12 �- 548 494 543 508 —� 509 Main Road (NY-25) Site Driveway ► 00 PEAK HOUR DATA 1 Time: 8:15 AM to 9:15 AM 8am-10am 27482 TMC – 4/23/2008 TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCHBACHER VHB Mattituck, NY Date Collected.4/22/08 Tuesda Start Time Eastbound Westbound Northbound I Southbound TOTAL Cum. Lek I Thru I Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Hourly 800AM 5 126 0 131 0 118 2 120 0 0 0 0 4 0 7 11 262 "rye51f rs2 • . " 3 aa- 1� ..�.a13 't i e' zF t A' 69 :. 128•.1 , ,y-tQ. `, r3z s. ¢ z. h 'p ''p A I x 1 Oil a S a s T. i n. .^;} a r:.,.,1 . .. k ,•a � .ta s pk�bs e ,�48 7 . ., 4� 1� � r ��,,�. "� 7 1 oaa a4 b, ,;a. F P' t c .r u 9:15 AM 4 111 0 115 0 123 1 124 1 0 0 1 4 0 7 11 251 1,079 9.30 AM 0 98 0 98 0 128 1 129 0 0 0 0 1 0 7 8 235 1,051 9.45 AM 9 119 0 128 0 105 1 106 0 0 0 0 1 0 12 13 247 1,008 Peak Hour 8:15 AM to 9:15 AM 12 494 2 508543 5 548 1 0 0LO 15 0 25 40 0 1,097 PHF 0.98 0.93 5 0.63 d 40 17 1 25 0 15 R a 569 12 -- 548 494 543 508 —► 509 I Main Road (NY-25) Site Driveway 00 PEAK HOUR DATA 1 Time: 8:15 AM to 9:15 AM Sam-10am 27482_TMC 4/23/2008 i I TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCHBACHERVHB Mattituck, NY Date Collected:4/22/08 Tuesda Start Time Eastbound Westbound Northbound Southbound Cum. Left Thru Right Total Left Thru Right Total Lett Thru Right Total Left Thru Ri ht Total TOTAL Hourl 8:00 AM 5 126 0 131 0 118 2 120 0 0 0 0 4 0 7 11 262 ISM 11,11,s g1l ,084 9:15 AM 4 111 0 175 0 123 NJ IN 110 Is Is In 1 124 1 0 0 1 4 0 7 71 251 1079 9:30 AM 0 98 0 98 0 128 1 129 0 0 0 0 1 0 7 8 235 1,051 9:45 AM 9 119 0 128 0 105 1 106 0 0 0 0 1 0 12 13 247 1,008 Peak Hour 8:15 AM to 9:15 AM 12 494 2 508 0 543 5 548 1 0 0 1 15 0 25 40 1,097 PHF 0.98 0.93 0.1 0.63 1 � N 40 17 N 1 w 25 0 15 1 � a 2 F5 548 569 494 y13 508 -� 2 � � 509 -► 1 I Main Road (NY-25) Site Driveway 0 0 _� 2 r PEAK HOUR DATA 1 Time: 8:15 AM to 9:15 AM Bam-10am 27482 TMC 4123/2008 • 0 TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCH6ACHER VHe Mattituck, NY Date Collected.4122/08(Tuesday) Start Time Eastbound Westbound Northbound Southbound Cum. Lek Thou Right Total Left Thru flight Total Left Thru Ri ht Total Left Thou Right Total TOTAL Hourly 8 00 AM 5 126 0 131 0 118 2 120 0 0 0 0 4 0 7 11 262 '4 =68 15 AM + 3 .t 126 Q „i29 0 ,:133 r, r 9 � 1341 •*.6.,'; - .0:� - 0 0, ,1� 0 8 269. 1 t`" Br80 AM 7 �; X4127 s' i 0 ;128 fl. 126w,' 2 128 1 i 6= 0 1 1 a 0 6- a 6 263 t X845 PM *P 4 y 122 YN 1 r y127 O a 14fi, 1 _ 347 9 W : '0' 0 9 0 7 16 290 1 084 9,04AM. , „a. Q,.-�Y x115 .. 1,. ,;'124` .4.,,1 ".'136; .1 .. .139'; -:: 0 :Os `. .0 .,,6, . „14 :0' 8'� 12. 275 r, 1097 ':. 9.15 APA 4 111 0 115 0 123 1 124 0 0 a _ 4 0 7 11 251 .1.079 9:30AM 0 98 0 98 0 128 1 129 0 0 0 0 1 0 7 8 235 1,051 9 45 AM 9 119 0 128 0 105 1 106 0 0 0 0 1 0 12 13 247 1.008 Peak Hour 8:15 AM to 9:15 AM 12 494 2 508 0 543 5 548 1 0 0L012]5L 0 25 40 1,09PHF 0.980.53 0.63 1 � d 40 7 fn N 1 w 2s Do 15 M t 569 12 � 548 494 —i – 543 2 0 509 —� Main Road (NY-25) =F° r PEAK HOUR DATA Site Driveway --� =� 1 Time: 8:15 AM to 9:15 AM Barn-10am 27482_INC 4/23!2008 0 TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCHBACHER VHB Mattituck, NY Date Collected'.4/22/08 (Tuesday) Start Time Eastbound Westbound Northbound Southbound TOTAL Cum. Left Thru Right Total Left Thru Right Total Left Thou Right Total Left Thru Right Total Hour[ 11'.00 AM 7 144 0 151 0 131 2 133 0 0 0 0 3 0 11 14 298 11:15 AM 5 130 0 135 0 122 4 126 0 0 0 0 2 0 8 10 271 1130 AM 0 143 0 143 0 126 11 127 0 0 0 0 3 0 15 18 2BB 1145 AM 3 128 0 131 0 139 0 139 0 0 0 0 0 0 9 9 279 1,136 r1 z oo Pft1 5 139 1U. 0 144 0, 132 2 134 1 0 0 ' 6 0 ` &• 14"' ' 283 ; 1,131 111215 PM 7 -'' 144 12 .... A5$ x Oi ' 146 0 146 ,:0 0; 1 0 c 0 7 - 0 12' 19 318" 1178 e= 230PM 7 3 174 0 181 1,! 1116 ,. 4 121 ;0 D . 0 0 6 0 16- 22 .324 1214 245PM - ,. 3 ;,'. a 134,'; I Q, ':1137 `" 'Oi . ,122.;: 8 'i 130 ::_l2. .':, 0..; 0' .' ,2 •: 3 : ,-9..: 74-_ 17,x.; 286 :71,221:.. Peak Hour 12:00 PM to 1:00 PM 22 591 2 615 1 516 14 531 3 0 0 3 22 0 56 72 1,221 PHF 0.85 0.91 0.38 0.82 1 � L 72 36 J) N + w 12- 22 14 531 �-- 569 591 0 516 615 0 613 1 Main Road (NY-25) 1 PEAK HOUR DATA Site Driveway 00 1 Time: 12:00 PM to 1:00 PM j 11am-1pm 27482 TMC 4/23/2008 TRAFFIC VOLUME DATA Main Road (NY-25) @ Pacific Street ESCHBACHER VHB Mattituck, NY Date Collected:4!22108(Tuesday) Start TimeEastbound Westbound I Northbound Southbound Cum. Left Thr. Ri ht Total Left Thru Right Total Lek Thru Right Total Left Thru Right Total TOTAL Hourly 2:00 PM 7 139 0 146 0 131 2 133 0 0 0 0 1 0 9 10 289 2.15 PM 5 140 2 147 1 132 1 134 0 0 0 0 0 0 11 11 292 2.30 PM 6 123 0 129 0 116 1 117 1 0 0 1 3 0 12 15 262 2-45PM 7 125 1 133 0 147 0 147 0 0 1 1 1 0 6 7 288 1,131 3'.00PM 5 150 1 156 0 139 1 140 1 0 0 1 1 0 11 12 309 1,151 3:15PM 6 133 0 139 0 132 2 134 0 0 0 0 5 0 9 14 287 1,146 3:30 PM 5 158 0 163 1 151 4 156 0 0 1 1 2 0 8 10 330 1,214 345 PM 162 0 163 0 133 2 135 0 0 0 0 2 0 7 9 307 1,233 ' n400rPM 1169„ 2 ,, 17t 0 7� 9 ' 4 3 ' 0 5 8, ,388 1,292 "14 i¢Pkl 4-,,, 156 ;0 1tfit U 138 : 2 "` 138 = 4 3` 0. 1 e 7 -1 - 0 '9, 10 810 1,315 ,430 FM ' .0 S 1644`787 z 1�0 '14d';` - 5 149' 3'i 0 °; 30""- !1'•' 9; 2 0 61 ;:8 ?,-324 1,309 2 .:. .,195 0 '`.!197 0 '178'3` 0 :d.. < p., . 0 ` 1 0 1 12 t 387'.:.. Peak Hour 4:00 PM to 5:00 PM 10 703 1 714 0 625 9 634 0 0 1 1 7 0 31 38 1,387 PHF 0.91 0.90 0.25 0.79 1 � 38 19 d + U) N 31 �1\ 1 y U R d I � L -9 � -- 656 10 625 703 �0 f— 634 714 711 Main Road (NY-25) °0 0 0 Site Driveway . PEAK HOUR DATA 1 [Time: 4:00 PM to 5:00 PM 2pm-spm 27482-TN1C L23/2008 Main Road (NY-25) @ Pacific Peet Mattituck. NY File Name : 27482_TMC_AM Site Code : 27482001 Start Date : 04/22/2008 Page No 1 -- --- _. _- Groups Printed-1Unshdted -� _ --- Wes South North tart Time 1.0 1.0 1 0 1 1 0 1.0 1.0 1.0 1.0 t0 1.0 1 1.0 , _ 1.0 0 _ Eastbound _ 08:15 AM R�h� 7hru0 bound efts Li-turn R1ght Throtbound-Le1 133 ft U-tur��igh0t _ _T_hr�boundLefOt U-turn0 RighOt Ttir� 1e� U-turn 0 , Int. Total269 08:00 AM 7 0 4 0 2 118 0 0262 08:30 AM 5 0 1 0 2 126 0 0 0 0 1 0 0 127 1 0 263 08.45 AM 70 3 0 1 146 0 0 0 0 0 _ 0 _ 1 122 4 0 284 .. .Total 24 _. 0 9. ... 01 6 523 0 01 _-. . _- _- - 0 0 1 0 - 1 501 13 01 1078 09:00 AM 8 0 4 0 1 138 0 0 0 0 0 0 1 119 4 0 275 09.15 AM 7 0 4 0 1 123 0 0 0 0 1 0 0 111 4 0 251 09.46 AM 12 0 1 0 1 128 0 0 0 0 0 O 0 98 0 0 235 3 1 105 0 01 0 0 0 0 0 119 9 0 247 _ 111 --_- __ - Total 34 G _ - -10-- 0 4 _-- 494 - - 0 0 0 0 1 0 1 447 17 0 1008 Grand Total °8 0 19 0 10 1017 0 0 0 0 2 0 2 948 30 0 2086 Apprdi % 75.3 0.0 24.7 0.0 1.0 99.0 0.0 0.0 0.0 0.0 100.0 0.0 0.2 95.7 3.1 0.0 Total% 2.8 0.0 0.9 0.0 0.5 48.8 0.0 0.0 0.0 0.0 0.1 0.0 0.1 45.4 1.4 0.0 • Main Road (NY-25) @ Pacific Sf-reet Mattituck, NY File Name : 27482-TMC-Mid Site Code : 27482002 Start Date : 04/22/2008 Page No 1 - - Groups Printed- Unshifted Southbound _g Westbound 1 1.0 1.0 1.0 Right -- Eastbound - - _ -_ �- _ T _ _- -- -H - _ _ Northbound Thru _ Left U-[urn Int. Total 9 - - --- Start 00 AM Ri11hOt T,ruO ,ef0t U t,r0 Rif 2 1310 _ 1efOt I U turOn 1 � 0 0 0 . 1.0 1.� 1 0 1 0 - _ Th Right Thru Left U turn 10 _ _ _ -- _ 0 144 7 0 --- --298 11:15 AM 8 0 2 0 4 122 0 0 0 0 0 0 130 5 0 271 11.30 AM 15 0 3 0 1 126 0 0 0 0 0 0 0 143 0 0 288 -._ 1.1145AM 43 - 0 8 -- O.I. _ 0 139 7 538-- -0 O ' -._ ._.0 ___ 0 --__0 - _-o ;0 128 _ 3. _-0 �. _ 279 Total0 -545 15 0 '.. -1136 12:00 PM 8 0 6 0 2 132 0 0 0 0 1 0 0 139 5 0 293 12:15PM 12 0 7 OI 0 146 0 0 . 0 0 0 0 2 144 7 0 318 12:30 PM 16 0 6 n 1 4 116 1 0 0 0 0 0 0 174 7 0 324 12:45 PM _-14 - 0 _ 0 3 0 8 _ 122 _ 0 0 I _ 3_ _ j _ _ -. -_ __ 0 2 0 ' 0 3 0 286 Total 50 0 22 0� 14 516 i 0 � 0 -0- 0 2 591 91 22 0 1221 Grand Total 93 0 30 0 21 1034 1 0 0 0 3 0 2 1136 37 0 2557 Apprch % 75.6 0.0 24.4 0.0 2.0 97.9 0.1 0.0 0.0 0.0 100.0 0.0 0.2 96.7 3.1 0.0 Total '% 3.9 0.0 1.3 0.0 0.9 43.9 0.0 0.0 0.0 0.0 0.1 0.0 0.1 48.2 1.6 0.0 I • Main Road (NY-25) @ Pacific STreet Mattituck, NY File Name : 27482 TMC PM Site Code 27482003 Start Date : 04/22/2008 Page No 1 Groups Printed-Unshifted _. �_ _ Westbound Northbound Eastbound 02.00 PM 1.0 I Thr bound e� U turn0 Rlgf>< Thr hep I- 1 0 1� 0� 1 0 1.00 �� SefOt U-turn Int. Total : tarFactor I R� --G:turn Ri hf Thru I Left U turn rail hot ThruO 3 0 0 0 0 0 0 - 0 139 7 -- - 0 289 02:15 PM 11 0 0 0 1 132 1 0 0 0 0 0 2 140 5 0 292 02:302:_45 PM PM 16 _ 0 1 0 __- - -1 262 Total 38 0 5 0 1 _ 288 - _ 0 147 0___ 0 0 0 0 . - C 123 6 0 - 4 526 1 0 0- - 0 1 - 0 �', 1 125 7 0 ___ - - 3 527 -25 0 '� 1131 03:00 PM 11 0 1 0 1 139 0 0 0 0 1 0 1 150 5 0 309 03:15 PM 9 0 5 0 2 132 0 0 0 0 0 0 0 133 6 O 287 03:30 PM 8 0 2 0 4 151 1 0 1 0 0 0 0 1585 03 133 0 0 0 0 0 0 0 162 0 330 _ _ _ 0 _ _ _. . _ _ 1 603 ,1 0 7 -o ' 307 ot 2 Tal 35 0 10 0 ', 9 555 1 0 - 1. --0 _. 1 0 � __ _. - _ - �_ 0 2 0 1233 04:00 PM 5 0 3 0 2 169 0 0 0 0 0 0 0 188 1 0 368 04.15 PM 9 0 1 0 2 136 0 0 1 0 0 0 1 156 4 0 310 04:30 PM 6 0 2 0 5 144 0 01 0 0 0 0 0 164 3 0 324 04:45 PM _ 11 0 1 0 0_ 176 0 _ 0I 0 0 _ 0 0 0 195 2 0 385 Tot _- _ _ - . _.___. _-_ -. . __ _-__ __- -- 0 1387 Grand Total 104 0 22 0 22 1706 2 0 3 0 2 0 5 1833 52 0 ',, 3751 Apprch % 82.5 0.0 17.5 0.0 1.3 98.6 0.1 0.0 60.0 0.0 40.0 0.0 0.3 97.0 2.8 0.0 Total % 28 0.0 0.5 0.0 0.6 45.5 0.1 0.0 j 0.1 0.0 0.1 0.0 0.1 48.9 ..4 0.0 ��HIS Eschbacher VHB Engineering, Surveyinq and La ndscape Ardutecture, PC. Appendix C i • An affiliate of Vnnnsse Har gen Brusllin, Inr. 1 : Route 25 & Pacific Street/Site Driveway Build Synchro Report AM Peak Movement EBL EBT" EBR WBL WBT WBR !. NBL NBT NBR SBL 'SBT SBR Lane Configurations 4� 44 T. 4+ Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h) " 12 494 17 17 543 5 9 1 10 15 2 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 13 537 18 18 590 5 10 1 11 16 2 27 Pedestrians Lane Width (ft) Walking Speed (fUs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 596 555 1230 1205 546 1214 1211 593 vC1, stage 1 cont vol vC2,stage 2 cent vol vCu unblocked vol 596 555 1230 1205 546 1214 1211 593 • tC single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) IF (s) 2.2 2.2 3,5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 93 99 98 89 99 95 cM capacity(veh/h) ,'981 1015 141 178 537 . 151 176 506 Directo Lane#' -EB."1 Wel NB'iw`� NB 2'>'5B f„ Volume.Total 568 614 10 12 46 -- Volume Left 13 18 10 0 16 Volume Right 18 5 0 11 27 cSH 981 1015 141 454 262 Volume to Capacity. 0.01 0.02 0.07 0.03 0.17 Queue Length 95th (ft) 1 1 6 2 15 Control Delay(s) 0.4 0.5 32.4 13.1 21.6 Lane LOS A A D B C Approach Delay(s) 0.4 0.5 21.8 21.6 Approach LOS C C intersection SU nmary , x Average Delay 1.6 Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 4/23/2008 D C Mooney Dutt Tarigoppula HCM Unsignalized Intersection Capacity Analysis Eschbacher Engineering, P.C. Build SimTraffic Performance Report AM Peak 1 : Route 25 & Pacific Street/Site Driveway Performance by movement Movement EBL EBT EBR 'WBC .WBT' WBR `-NBL.'. NBT NBR .° SBL ' SBT SBR Delay/Veh (s) 3.3 0.8 0.2 2.9 0.6 0.5 18.8 5.6 3.1 13.4 6.8 7.1 1: Route 25 & Pacific Street/Site Driveway Performance by movement Move nenf, All Delay/ Veh (s) 12 Total Network Performance Delay/Veh (s) 1.5 • • D C Mooney Dutt Tarigoppula 4/23/2008 Eschbacher Engineering, P.C. 1 : Route 25 & Pacific Street/Site Driveway Build Synchro Report Midday Peak Movement' "' ` ` EBI- EBT EBR r WSL UVBT WBR i NBLF N67 NBR SBL SBT 'SBR Lane Configurations Sign Control Free Free - Stop Stop. Grade 0% 0% 0°/0 0% Volume(veh/h) 22 591 45 45 516 14 44 5 44 22 6 50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vpIn 24 642 49 49 561 15 48 5 48 24 7 54 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 576 691 1439 1389 667 1432 1405 568 vC1, stage 1 cent vol vC2,stage 2 cent vol vCu, unblocked vol 576 691 1439 1389 667 1432 1405 568 • tC single (s) _ 4.1 4.1. 7.1 6.5 6.2 7.1 6.5 :- 62 tC, 2 stage (s) tF(s_ 2.2 2.2 3.5 _(4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 95 47 95 90 74 95 90 cM capacity(veh/h) 997 904 90 ` _132 459 _ 92 129 522 Direction care# '°-' �'EB 1. FWB ,'" NB1' --,.`NB2 ` S[3"1 ,. „ .. Volume Total - 715 625 48 53 85 Volume Left 24 49 48 0 24 Volume Right 49 :15 0 48 54 cSH 997 904 90 366 204 Volume to Capacity 0.02 0.05 0.53 0.15 0.42 Queue Length 95th (ft) 2 4 59 13 47 Control Delay(s) 0.6 1.4 83.6 16.5 34.7 Lane LOS A A F C D - Approach Delays) 0.6 1.4 48.3 34.7 Approach LOS E D Inte�sec�ianStimma`ry ` � � � � � � Average Delay 6.0 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 4/23/2008 D C Mooney Dull Tarigoppula HCM Unsignalized Intersection Capacity Analysis Eschbacher Engineering, P.C. Build SimTraffic Performance Report Midday Peak 1 : Route 25 & Pacific Street/Site Driveway Performance by movement Movement' ' 'EBL , EBT" EBR WBE WBT WBR ,NBL ' NBT" NBR :.'SBC SBT SBR Delay/Veh (s) 4.5 1,6 1.3 33 1.5 1.8 37.7 8.8 7.9 19.3 9.6 10.7 1 : Route 25 & Pacific Street/Site Driveway Performance by movement Movement Alh Delay/Veh (s) 3.7 Total Network Performance Delay/Veh (s) 4.2 • • D C Mooney Dutt Tarigoppula 4/23/2008 Eschbacher Engineering, P.C. 1 : Route 25 & Pacific Street/Site Driveway Build Synchro Report PM Peak hloveifent 1. EBL. � EBT', EBR' :WBL WBT WBR ',"NBL" NBT ' NBf3 ' SBL'= SBT : PSBR Lane Configurations 4� ►t Sign Control'.: Free Free - Stop Stop Grade 0°% 0% 0% 0% Volume (veh/h) 10 .703 36 36 625 9 41 5:. 41 7 4 31 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 11 764 39 39 679 10 45. 5 45 8 4 34 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage, : Right turn flare (veli) Median type None None Median storage veh) Upstream:signal (ft) pX, platoon unblocked vC, conflicting volume 689 .803 1604 .1573 784 1615 1588 684 vC1, stage 1 conf vol vC2,.stage 2conf vol vCu, unblocked vol 689 803 1604 1573 784 1615 1588 684 • tC,single(s) j:4.1. 4.1 7.1 6.5 6.2 7.1 6.5 62 tC, 2 stage (s) IF (s) { 22 2.2 3.5:` 4.0 : 3.3 3.5 4.0 3.3 p0 queue free °% 99 95 39 95 89 89 96 92 cM capacity(veh/h).. - .905 . .821 73 104 - 393 68 102 449 Direciio`n�a0e=# ,z YB`B1 WB1'.�� .NB.1 '=-IV8.2,�;:'SB;9 r ' Volume Total 814 728 45 50 46 Volume Left 11 39 45 0 8 Volume Right _. 39 10 0 45 34 cSH 905 821 73 302 198 Volume to Capacity .0.01 0.05 0.61 0.17 0.23 Queue Length 95th (ft) 1 4 67 15 21 Control Delay(s). 0.3 1.2 113.5 19.3 :28.5 Lane LOS A A F C D Approach Delay(s) 0.3 1.2 63.7 28.5 Approach LOS F D fntersec#fon'Sumrr'iary` '� ' • Average Delay 5.0 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15 4/23/2008 D C Mooney Dutt Tarigoppula HCM Unsignalized Intersection Capacity Analysis Eschbacher Engineering, P.C. Build SimTraffic Performance Report PM Peak 1: Route 25 & Pacific Street/Site Driveway Performance by movement Mave lent EBL ' EBT "EBR `=WBL' WBT` WBR '. NBL" 'NBT NBR 'SBL SBT SBR Delay/ Veh (s) 5.2 1.3 0.9 7.0 1.7 1.7 29.7 16.4 8.4 12.6 14.3 5.7 1 : Route 25 & Pacific Street/Site Driveway Performance by movement Movement �..._ . � � '1(tl. Delay/ Veh (s) 26 Total Network Performance n' e Delay/Veh (s) 3.1 • i D C Mooney Dutt Tarigoppula 4/23/2008 Eschbacher Engineering, P.C. R CKER ' �ATrchaeology Services, Inc.`e-i-4IH9 de �ZooaiQ�iJ O�f�e fIHLPJfOYJ REPORTS OF INVESTIGATIONS ' Phase I Archaeological Investigation for the proposed Mooney subdivision Mattituck, Town of Southold Suffolk County, New York ' September 2008 rr'T Prepared for: Daniel Mooney; Mattttick; Me1v =e; New York ' Prepared by: Alfred G. Cammisa, M.A. /RPA ' Felicia Cammisa, Alexander Padilla ' Report#: 594 ' TRACKER ARCHAEOLOGY SERVICES, INC. MONROE, NY 10950 • (845) 783-4082 tNORTH BABYLON, NY 11703 • (631) 321-1380 1 ' MANAGEMENT SUMMARY PR#: none known ' Involved agencies: Town of Southold Phase: ' Phase IA & IB Location: Mattituck ' Town of Southold Suffolk County Survey Area: r Length: about 325 feet (99 meters) north-south Width: about 325 feet (99 m) east-west. Acres Surveyed: 2 acres ( .8 hectares) ' OSGS: Mattituck, NY ' Survey overview: ST no. & interval: 28 ST' s at 50-25£t (15-m) intervals. Size of freshly plowed area: na Surface survey transect interval: na ' Results: No prehistoric and historic sites r Results of Architectural Survey: No. Of buildings/structures/cemeteries in project area: 6 No. Of buildings/structures/cemeteries adjacent to project area: 3 No. Of previously determined NR listed or eligible ' buildings/structures/cemeteries/districts: none No. Of identified eligible buildings/structures/cemeteries/districts: none Authors: ' Alfred G. Cammisa, M.A. /RPA Felicia Cammisa, B.A. Alexander Padilla, B.A. ' Date of Report: Report completed September, 2008 1 1 1 r ' TABLE OF CONTENTS ' Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Environment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 ' Prehistoric Potential . . . . . . . . . . . . . . . . . . . . . . . . . 2-3 Historic Potential . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 ' Field Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Field Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ' Conclusions and Recommendations . . . . . . . . . . . . . . . . . . . . . . 6 Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-7 Appendix 1: Figures and Photographs ' Appendix 2: Shovel Test Notes ' LIST OF FIGURES Figure 1 Portion of the Mattituck, New York U.S.G.S. ' Figure 2 Location of shovel tests on the project area. Figure 3 Portion of the 1797 township survey. Figure 4 Portion of the 1836 Colton map. Figure 5 Portion of the 1858 Chace map. Figure 6 Portion of the 1896 Hyde atlas. Figure 7 Portion of the 1904 USGS. ' Figure 8 Portion of the County Soil Survey. LIST OF PHOTOS Photo 1 Looking at house from ST 28 . ' Photo 2 Looking at deteriorated house from warehouse. Photo 3 Looking at store from ST 26. Photo 4 Looking at project area from ST 15. ' INTRODUCTION Between July 24 and September 25, 2008, TRACKER-Archaeology Services, Inc. conducted a Phase IA documentary study and a Phase IB archaeological survey for the proposed Mooney subdivision in Mattituck, Town of Southold, Suffolk County, ' New York. The purpose of the Phase IA documentary study was to determine the prehistoric and historic potential for the recovery of archaeological remains. The Phase IA ' was implemented by a review of past and current environmental data, archaeological site files, other archival literature, maps, and documents. The prehistoric and historic site file search was conducted utilizing the ' resources of the New York State Historic Preservation Office in Waterford, New York. Various historic and/or archaeological web sites may have been visited to review any pertinent site information. ' The purpose of the Phase IB field survey was to provide physical evidence for the presence or absence of prehistoric or historic sites on the property. This was accomplished through subsurface testing and ground surface reconnaissance. ' The project area consists of the entire property, minus a paved parking lot, at approximately 2 acres. The property is located at 11700 Main Road and is bordered to the northwest by Main Road (NYS Rt. 25) , to the southeast by a ' private road (John' s Road) , and to the remaining sides by private properties. The study was conducted by TRACKER-Archaeology Services, Inc. of Monroe, New York. Prehistoric and historic research was conducted by Alfred Cammisa, M.A. ' Field investigations were conducted by field director Alexander Padilla, B.A. B.A. and field technician Sarah Roberts M.A. (expected 2008) . Report preparation was by Alfred Cammisa, Felicia Cammisa, B.A. , and Alexander Padilla, B.A. The work was performed for Daniel Mooney of Mattituck, New York. ENVIRONMENT Geology The project area is located in the southeast portion of New York State in the ' northeastern part of Suffolk County. This portion of New York lies in the Atlantic Coastal Plains Physiographic Province. The coastal plain slopes gently eastward and is actually a strip of recently emerged sea bottom. The soils in ' this region consist largely of sand, clay and marl (a mixture of clay, finely fragmented shell and calcite) . This region of Suffolk County, on Long Island's North Fork, lies within a glacial outwash plain south of the Harbor Hill Moraine. A glacial meltwater channel had once separated Orient Point from the rest of the north fork (Schuberth 1968 : cover map, 9, 184-186; Van Diver 1985: 70; Sirkin 1995: 142, 149-150) . Soils and Topography ' Soils on the project area consist of: ' 1 Name Soil Horizon Color Texture Slope Drainage Landform Depth in(cm) % Inclusion Cut & Fill na na LoFiSa 1-8 na 758 cut & ' fill, remainder Carver, have, ' Plymouth or Riverhead series (Warner 1975: map #17, pg. 68) . ' Elevations on the property range from approximately 9 to 12 feet above mean sea level. The project area is located on the north fork, a peninsula where the distance between Shelter Island Sound and Long Island Sound is small. ' Hvdrologv The project area is about 1175 feet west of Jones Creek which flows south into Peconic Bay and 1875 feet south of Mattituck Creek which flows north into the Long Island Sound. ' Vegetation The predominant forest community inhabiting the Coastal Plain in this vicinity (Cape Cod to the Carolinas) was the Northern Pine-Oak Forest. These forests are ' maintained largely by the effects of frequent fires. Were it not for the fires which the pine species have adapted to, these forests would slowly change to Mesic, dominated by oak, hickory and red maple. Northern Pine-Oak Forests fall within the larger Xeric Forest category. Xeric forests occur on sandy or ' otherwise poor soils that are overly dry. All coastal plains of eastern North America are Xeric. They generally have lower species diversity than bottomland forests (Kricher 1988:16-17, 65-66) . The reason the forest soils and surfaces are so dry in this moist region is due to the excessive drainage of overly sandy soils on the Coastal Plain. At the time of the Phase IB archaeological investigations, the project area ' consisted of a developed parcel with a large paved parking lot and buildings and small undeveloped sections with locust, oak and sumac trees. ' PREHISTORIC POTENTIAL A prehistoric site file search was conducted at the New York State Historic ' Preservation Office (NYSHPO) . The search included a 1 mile radius around the study area. The following sites were recorded: ' 2 1 ' NYSM Sites NYSHPO Sites Distance from Site Description APE ft(m) ' 10310000226 1740 (530) . Young's Ave site ' 8246 10310000228 4176+ (1273+) Deep Hole Site: woodland with large circle, shell midden, whole pot 2 locations ' In addition, Indian trails were reported in the vicinity of the project area connecting the tidal creeks along the southern and northern portions of the north ' fork, one appearing along, or near, Route 25 and 48. Although the foot trails were reported during early historic times, they undoubtedly existed prehistorically. Assessing the known environmental and prehistoric data, we can summarize the following: The project area is about 1175 feet west of Jones Creek which flows south into Peconic Bay and 1875 feet south of Mattituck Creek. -The project area appears to be mainly comprised of cut and fill land. -The project parcel is located on a peninsula. Previous archaeological investigations have shown these areas as more desirable for prehistoric occupation (Cammisa et al 1999A; Cammisa et al 1999B; Cammisa et al 1995, Cammisa ' 1996) . -Prehistoric sites are near the study area. ' -Indian trails were located in the vicinity. In our opinion, the study area has a higher than average potential for the recovery of archaeological remains. The type of site encountered could be a small processing/procurement site. ' HISTORIC POTENTIAL Contact Period (Seventeenth Century) ' At the time of European Contact and settlement, the study area was likely occupied by either the Nabiachage or Pesapunck. These were probably a branch or village of the large Corchaug tribe (Stone nd:map; Stone-Levine 1980: 161) . The previously mentioned, Indian trails were reported along Routes 25 and 48, connecting tidal creeks along the southern and northern portions of the north fork. ' It may have been Town policy to keep the Indians grouped in the western portion of the Town which was considered wilderness at this time. In 1664 it was voted that the Indians could plant in Hogs Neck if they had sufficient fencing ' (Anonymous 1982:8) . ' 3 1 ' Eighteenth Century A wigwam was recorded in the vicinity along the Indian trail. The wigwam was reported in the 1740's by Reverend Horton who probably lived in it while ' visiting. The term "wigwam" may refer to a single but or a small village of huts (Stone nd:map; Stone 1980: 170) . The 1797 Town of Southold survey depicts James Creek, Sound Avenue, and Main Road (Route 25) . No structures are on or adjacent to the project area (Figure 3) . Nineteenth Century ' The 1836 Colton map shows some structures along Main Road but none near the project area (Figure 4) . The 1858 Chace map shows Route 25 with structures on the north side but not the ' south side near the project parcel (Figure 5) . Around the 1870's Southold was a thickly settled agricultural district with a population of approximately 1100. Most of the dwellings were large and plain ' giving the appearance of a well-to-do community. Southold had, at this time, four churches, an academy, a savings bank, newspaper, hotel, five stores and several shops and offices (Bayles 1962: 373) . At about the same time, Mattituck had a population of approximately 600 with most working as farmers, gardening, and raising fruit. Large quantities of strawberries, cauliflower, root crops, and cranberries were grown. Mattituck had a grist mill on the creek, a cemetery, two churches, two stores, a hotel, and a few shops (Bayles 1962: 367-368) . The 1896 Hyde atlas depicts no structures that are adjacent to the project area ' (Figure 6) . Twentieth Century The 1904 USGS shows no structures on or adjacent to the project area (Figure 7) . ' In the late Nineteenth Century, the Town farming became highly specialized in areas such as potatoes, cauliflower, brussels sprouts, peas, beans, and the like (Bailey 1949:162) . ' An historic site file search was conducted at the New York State Historic Preservation Office (NYSHPO) . The search included a 1 mile radius around the ' study area. The following sites were recorded: -No historic sites reported. ' Assessing the known environmental and historical data, we can summarize the following: ' -The project area is about 1175 feet west of Jones Creek which flows south into Peconic Bay and 1875 feet south of Mattituck Creek. ' -The project area appears to be mainly comprised of cut and fill land. -Indian trails were located in the vicinity. -A Contact Period wigwam is situated in the vicinity. ' 4 1 ' -No map documented structures were on or adjacent to the project area. ' -No historic sites were reported in the vicinity. In our opinion, the study area has a moderate potential for the recovery of ' historic sites. The type of site encountered might be a Contact Period site. There would be a low potential for European-American sites. ' FIELD METHODS Walkover ' Exposed ground surfaces were walked over at approximately 3 to 5 meter intervals to observe for artifacts. Covered ground terrain was also reconnoitered at 15 to 7.5 meter intervals for any above ground features, such as berms, depressions, or rock configurations which might be evidence of a prehistoric or historic site. ' Photographs were taken of the study area. Shovel Tests Shovel tests were to be conducted at 15 to 7.5 meter intervals across the project ' area. Each shovel test pit measured about 30 to 40 cm. in diameter and was dug into the underlying B horizon (subsoil) 10 to 20 cm. or more when possible. All soils were screened through 1/4 inch wire mesh and observed for artifacts. Each shovel test was flagged in the field. Positive shovel tests were doubled flagged. All shovel tests and any archaeological finds were mapped on the project area map at this time. ' Soil stratigraphy was recorded according to texture and color. Soil color was matched against the Munsell color chart for soils. Notes were transcribed on pre- printed field forms and in a notebook. ' FIELD RESULTS ' Field testing of the project area included the excavation of 28 shovel tests (ST's) across the project area. No prehistoric artifacts or features were encountered. No historic artifacts or features were encountered. ' The property is largely a developed parcel with 6 mid-late twentieth century buildings: 2 wood frame houses, both with concrete foundations (1 of which is dilapidated) , a wood frame store/office, a modular home, and a beer distributor and concrete warehouse. Stratigraphy: Stratigraphy across the project area included the following: ' -O horizon - 2 to 8 cm. thick of forest root mat or sod, leaf litter, and humus. -Ap horizon - 6 to 37 cm. thick of 10YR4/3, brown sandy loam. ' -B horizon - 10 to 20 cm. dug into of 10YR5/6 yellow brown sandy loam. 1 ' 5 ' CONCLUSIONS AND RECOMMENDATIONS ' The Phase IA had determined the study area had a higher than average potential for the recovery of prehistoric sites. The property had a moderate potential for native American historic sites but a low potential for European-American sites. ' The Phase IB resulted in the excavation of 28 ST' s. No prehistoric or historic sites were encountered. No further work is therefore recommended. BIBLIOGRAPHY Bailey, Paul ' 1949 Long Island: The Story of Two Great Counties, Nassau and Suffolk. Volume 1. Lewis Historical Publishing Company, New York. Bayles, Richard ' 1962 Historical and Descriptive Sketches of Suffolk County. Empire State Historical Publishing Company XVIII. ' Cammisa, Alfred, with William Sandy, Cheryl Claassen and Felicia Burgos 1995 Archaeological Investigations at the Seaford Park Archaeological Site in The Journal of the New York State Archaeological Association, Fall. ' Cammisa, Alfred G. 1996 Phase IB Archaeological Survey Phase II Intensive Testing of the Pellicano Site for the Proposed Bayview Development Bayview, Town of Southold Suffolk County, New York. TRACKER-Archaeology Services. Ms. ' on file with NYSHPO. Cammisa, Alfred, Felicia B. Cammisa, William Goldsmith, and Justine McKnight 1999A Personal Space Within a Middle Woodland Small Base Camp and a Late ' Woodland Procurement Station: The Robinson Sites, Phase III Data Recovery Excavations, North Sea, Suffolk County, New York. TRACKER- Archaeology Services. Ms. On file with NYSHPO. t Cammisa, William Goldsmith, and Felicia Burgos Cammisa 1999B Archaeological Investigations at the McCauley Site, Strong's Neck, Long Island. TRACKER-Archaeology Services. Ms. On file with NYSHPO. ' Kricher, John C. and Gordon Morison 1988 The Peterson Field Guide Series: Eastern Forests of North America. Houghton Mifflin Company, Boston. Levine, Gaynell, editor 1978 Readings in Long Island Archaeology and Ethnohistory, Volume 2: The Coastal Archaeology Reader. Suffolk County Archaeological Association. ' Pelletreau, William 1982 Southold, in History of Suffolk County, 1683-1883. Suffolk County Tricentennial Commission. W.W. Munsell and Company. ' Schuberth, Christopher J. 1968 The Geology of New York City and Environs. New York: Natural History Press. Sirkin, Les ' 6 1 ' 1995 Eastern Long Island Geology with Field Trips. Book and Tackle Shop, RI. ' Stone-Levine, Gaynell 1980 Language and Lore of the Long Island Indians. Readings in Long island Archaeology and Ethnohistory. Suffolk County Archaeological Association. ' Stone, Gaynell 1993 Readings in Long Island Archaeology and Ethnohistory: Volume 3, The History and Archaeology of the Montauk. Suffolk County Archaeological Association. ' Thompson, Benjamin Franklin 1918 History of Long Island. Volume 2. Ira J. Friedman, Inc. , New York. ' Tooker, William Wallace 1962 The Indian Place Names on Long Island and islands adjacent, with their probable significations. Ira J. Friedman, New York. ' Van Diver, Bradford B. 1985 Roadside Geology of New York. Missoula Montana: Mountain Press Publishing Company. ' Warner, John W. ; W. E. Hana; R. J. Landry; J. P. Wulforst; J. A. Neeley; R. L. Holmes; and C. E. Rice 1975 Soil Survey of Suffolk County, New York. U.S. Department of Agriculture, Soil Conservation Service in Cooperation with Cornell Agricultural Experimental Station. Maps ' Chace, Jay 1858 Map of Suffolk County, Long Island, New York.Philadelphia: John Douglas. ' Colton, J.H. 1836 Map of Long Island. J.H. Colton. Hyde and Company ' 1996 Map of Long Island. Brooklyn, New York: Hyde & Company. Jensen, H.M. and J. Soren ' 1979 Hydrology of Suffolk County, Long Island, New York. U.S. Geological Survey, Washington, D.C. Stone, Gaynell ' not dated Map of Native Long Island. Long Island Culture History Lab & Museum- Suffolk County Archaeological Association. United State Geological Survey ' 1956 Southold, New York quadrangle map, 7.5 minute series. 1909 Riverhead, New York quadrangle map, 7 .5 minute series. 1 7 1 1 ' APPENDIX 1 1 La . • s Figure 1 24;- ` `` ::r Portion of the Mattituck, NY USGS :. - • , , � 1„_1000, - F v ' r •• M/9 h E3 .• 32 • . High 25\ : �D %% i�• �%• ♦ � :C •ter • '`• b , w� • . • . :. rr•atooka , x '•• • O •rr''}�•• .• • • • '• • • •• • • ( PondIt J i r • • 3 .• 12 • ect areaj Pro _ =--'`•' ' •� ;. . . ,,� � C,u'`� '.+`� � e r�+ .• �, j • E� ' • 0*0 T ( i D . i BM ' IV IV R CKER ' • • • • . .' drehaeologr Senices, Inc. /\ .� • • 2 1 O 6 � SOP 6 M � PAVED 2 \� > AREA 24 ` 2.: 23 STORY FRAME °. HOUSES �. ... 4 /V Fy2c F � : 10 sF6111PQ- /.. 1 3 / s �>14 4 19 \ ' • lg /// / V �/ 15 17 "o"414<' 16 ' �2 ' FIGURE 2: LOCATION OF SHOVEL TESTS PROJECT NAME: MOONEY V PHOTO ANGLE • NEGATIVE SHOVEL TEST SCALE: 1 INCH = 50 FEET JR4CK f NOTE: EXISTING BUILDING LOCATIONS ARE EENWllIAe b"WoU Ser*w,Ina APPROXIMATE &BUILDING SIZES ARE NOT TO SCALE. 100, 75' 50' 25' 0 50, 100, b � • �,� vF., t spa �'� E 5:�..:. < �, 1�-q£� r Figure 3 _ " Portion of the 1797 Town survey Al ., � a � r, d{ Project area r IIA V h f1 ,` i ►,,, k Il,n�l i't � ,�• L r ; /li,. A /lin./ �\ � �•� 1 i:iti'nt J . 1' v • J � +i• s x. t � �' 11 ,►t�t��.�h .•�� ri irk if pill, Project • • area r piJ�hl�i i , ' h .\iOFIA .Sea Ne 1-f-yodle, N Figure 4 " Portion of the 1836 Colton map Figure 5 " ' Portion of the 1858 Chace map � 3 ` yam • .� •� t � ' L .. , • '.� ' iJ M (•'Ih r ., s � • • •1HT.,rL.l1 J AIATTI'I T 1'h c ' Project area J (Robins i Figure 6 ortion of the 1896 Hyde atlas `i N , v 40 r its t r is 1 "his• r �^ • o � fes• � � _ __ _ _�/ -� JOA V (00 01W Ilk C c1: ♦o )�� t �I Project Oi�` q area �i� ��.�• .� �� SOUTH ^� fr• �/j Ja• � r Y � � P 1 �� r .� •Z �• T � � \T w �� b v •� � iV/ 1 ' , fir• ''� ,_- n �. 31- " w a ' - - • Project "'j �� t171 � 11 � i11 • ` rl }. Imo. Area 1 ' l• � t'ta '1111�r'9DL IF' aa\ �• 7 : t 4 Figure 7 Pg � t Portion of the 1904 USGS QP Rd Figure 8 N ,yam W erville Ha. HaA HaB Portion of the County Soil Survey HaB U RdB Ha CO HaA H2A HaB / r RdA RdA FIaB y CPE ti HaA a HaA U V HaA J he`d HaA P�Q C CPA �Gv'� /o[f Pit RdB RdA VI HaB E R B Fd RdA y RdB qNz� a+( HaB RdC HaC / PIC �a0 a / f m CO 1 JW Z r ' 2 RhB HaB m i RhB ty d Q�0 rH a A uU � %U MuiQ�RhB Cu B, �aP RhB Q C RdB 3r Y(1L00 U � k�. PIC RdB i Ur ; HaA \ _ �. 1 Rda c5 ; + d RhB RdB \ PIB 11 RhB U '-) RdA % Q�G HaA RdB CUB De _ CPA ;7 Project y PIC area Ram _ RdA F I e cif Fd ) l o HaA PIA �E 4� CUB ��5 + j, , " F PIA M �" .• j .. 3 MAI Looking at housefrom • ti Y _ s �t � � / �� ' s moi/ _ -- _ ,� r... � L � %i a . . � �� so ::�� , p -`� I � �� , "r -� �.-,, �. -� y' 1 1 • • • • • . • • • r{ ..�,• may. .S _ •�� y, 4 �i •� � 3 ~ Is� S �J y ./ 44� T ja 7 1 '- c Aw t APPENDIX 2 1 t 1 1 SHOVEL TESTS STP LV. DEPTH(CM) TEXTURE COLOR HOR. COMMENTS 1 1 0-4 Sod A/O NCM ' 2 4-30 Sandy Loam(SaLo) IOYR4/3 Ap NCM 3 3040 SaLo 10YR5/6 B NCM 2 1 04 Sod A/O NCM ' 2 4-25 SaLo IOYR4/3 Ap NCM 3 25-35 SaLo 10YR5/6 B NCM ' 3 1 0-3 Sod A/O NCM 2 3-20 SaLo IOYR4/3 Ap NCM 3 20-35 SaLo 10YR5/6 B NCM ' 4 1 0-6 Sod A/O NCM 2 6-34 SaLo 10YR4/3 Ap NCM 3 34-46 SaLo 10YR5/6 B NCM 5 1 0-6 Sod A/O NCM 2 6-28 SaLo IOYR4/3 Ap NCM ' 3 28-38 SaLo 10YR5/6 B NCM 6 1 '0-3 Sod A/O NCM 2 3-26 SaLo 10YR4/3 Ap NCM ' 3 26-36 SaLo 10YR5/6 B NCM 7 1 04 Sod A/O NCM 2 4-31 SaLo 10YR4/3 Ap NCM 3 3142 SaLo IOYR5/6 B NCM 8 1 0-3 Sod A/O NCM 2 3-19 SaLo IOYR4/3 Ap NCM 3 19-29 SaLo I0YR5/6 B NCM 9 1 0-2 Sod A/O NCM 2 2-27 SaLo 10YR4/3 Ap NCM 3 27-37 SaLo 10YR5/6 B NCM 10 1 0-3 Sod A/O NCM 2 3-25 SaLo IOYR4/3 Ap NCM 3 25-36 SaLo 10YR5/6 B NCM ' 11 1 0-3 Sod A/O NCM 2 3-26 SaLo IOYR4/3 Ap NCM 3 26-37 SaLo 10YR5/6 B NCM ' 12 1 0-6 Sod A/O NCM 2 6-28 SaLo 10YR4/3 Ap NCM ' 3 2840 SaLo 10YR5/6 B NCM 13 1 0-4 Sod A/O NCM 2 4-23 SaLo IOYR4/3 Ap NCM ' 3 23-33 SaLo 10YR5/6 B NCM 1 28 1 0-2 Sod A/O NCM 2 2-32 SaLo 10YR4/3 Ap NCM 3 32-34,roots SaLo 10YR5/6 B NCM 1 1 1 1 1 ' e 1 1 1e CO \ n Lighting Pole and Base for fixtures � 0 R05HS/MD and R03HS/MD e1 m M O N O1 ACCESS DOOR FIXTURE/ARM ¢ w o V) I X U H J o 0_ O y N U \ U U w x O \ 2' DIA. CANDY CANE z L .125 WALL THICKNESS ¢ w 6061-T6 STRUCTURAL N GRADE A4UMINUM z Ln i HANG STRAIGHT SOCKET TYPE COUPLING MED WATTAGE 70 LIGHT SOURCE BALLAST COMPARTMENT MH VOLTAGE NIGHTSKY ROOF OPTICS ADVISE ADVISE TYPE 3 or 5 FUSE TEMPERED FLAT GLASS LENS NISH BLACK n M I n 4"TO 3"DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION 6' DIA. STRAIGHT SHAFT b 6063-T5 STRUCTURAL GRADE ALUMINUM ro HAND HOLE COVER SECURED WITH TWO STAINLESLESS STEEL SCREWS AND ONE GROUND SCREW 15.75 DIA.TWO PIECE BASE COVER SECURED WITH STAINLESS STEEL SCREW, .750 WALL 'THICKNESS FOUR ANCHOR BOLTS ` 4 N STERNBERG VINTAGE LIGHTING OMEGA R03HS/MD CAST AND SPUN ALUMINUM HOUSING, FORMED SEGMENTED SPECULAR AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH WHITE ENAMEL SECTION ABOVE LAMP AND BLACK ENAMEL SECTION IN FRONT OF Horizontal Footcandles Scale: 1 Inch=20 FL Light Loss Factor= 1.00 Total Lumens Per Luminaire=5600 Mounting Height= 10.00 Ft Mapmum Calculated Value=7.53 Fc Arrangement: Simla Arm Length=2 Ft CIRCULAR WALL MOUNT ; DEEP SHIELDED II 0T (smm)�r^3'()6bm 6.3'033nan) II ry,Ybr —Cww"PMnbe x lyarera r.a,oeal awyae ln. w.. I t7a6mNar. b�'� Y 1.. —RaMcbr "T� PMWeMd Y°umbp IbM �eplcr _ Kn°ebub dum°w'" e•Osx mml�bn�q, �. 0aA'(PSI mm) Conaril arta - ( wa! coo. sect-- ewnpnWw 00*VIM e NoW Fbm an W bore 80'b Wwbr alae b M No,rtrp wbpb tblWn°orMa w-r Ny _ DIaCwftrneunn aCaMUX eNcar 6pvq� DN Id-MIM Entry 9a0Y1 Rubbrtiukkat METAL HALIDE M 1201208240277V(Standard:50-70W MH) H High Polder Factor Ballast ® scp Wall Downllght 5OW MH CE8405-(s)(b) (50-Ioaw HPS) J Tamperproof Leas Fasteners a ePacA Wall Downllght 70W MH CES407{ )(b) T 120/2T7/347V(Canada tiny) {a)P Photocell . HIGH PRESSURE SODIUM - (50-70W MH;7OW HPS) V Polycarbonate Lens SPW 0 1 120V(Standard:13W FL;35-10OW HPS) Arty 35W HPS CE8503{a)(b) saxey(a)Sirgb Volboe—see voeage SNibh Key sPecx Any 5OW HPS CE8505{a)(b) 277 FL) 2 2V(13-26W F14 35-SOW HPS) BPF.Ctl. Wall Downllght 70W HPS CE8507{a)(6) 3 20808V .No1C$ seeco Wall Downlight 100W HPS CE8510-(a)(b) 4 240V FLUOflEBCENT 6 347V(Canada Only)(SOW HPS) ' � spec« Any 13W FL CE8213{a)(b) 6L 347V(26-42W FL)(Canada Only) sPbclr Any 26'W FL CE8226{a)@) UL 120-2T7V Universal Voltage 'Psd M. CeilingWall 32W FL CE8232{00) © sraca Ceiling/ (Sbndard:26-42 WF L) Wall Downli ht 42W FL CE8242 a h F°r wibw rvaaabay°umee ea USand cMme.wewWb ros°r g { Il 1 conbMywr R°W UWaeo uMNKma I,NmetlaW eWriMA°r. iw% p)voeage a(b)opewM. 111 N 4 of 119 1 1 Aluminum the-cast ballast housing supplied Fluorescent fixture includes a 4 pin 13W quad ANSI lamp wattage label supplied,visible during with two 1/4'(6 mm)knock-outs for/8 or tube,26W twin(quad),32 or 42W triple tube, relamping.UL Listed in the US and Canada for A10 mounting screws;two sealing washers are compact ftuorescenl lamp.HID fixtures include wet locations and enclosure classified IP65 per provided for watertight mounting.Housing also a clear,,medium-base lamp and porcelain IEC 529 and IEC 598. includes three 12'-14 NPT socket drive closure enclosed,4kv-rated screw-shell-type lampholder plugs for surface wiring or entry from the back. with spring-loaded center contact.Lamp ignitor Neoprene gasketing on the back of the housing included where required.All ballast assemblies provides a watertight mounting seal.Silicone are normal power factor and use the following Fxctuslve DeNaGuard'finish features an E-coat seal bonds the lens to a die-cast aluminum circuit types: epoxy primer with medium bronze acrylic�.- - retainer ring,which secures the assembly to the h preheat—Magnetic powder topcoat,providing excellent resistance the housing.A second silicone seal is provided with (minimum starting temperature-5'F[-20'131) to corrosion,uRravlolet degradation and molded clear acrylic lens Is shrouded w between lens assembly and housing.Injection 13W FL abrasion.The finish Is covered by our seven- internal acrylic bronze paint on the face to (minimum starting temperature 32'F[O'C]) year limited warranty. provide a wide distribution as well as deep 26W FL shielding for low brightness and glare control. Ekrctronic(120-277V Universal Voltage 8 347V) t. (minimum starting temperature 0'1-[-18'C]) 26-42W FL TPS-1 Tamperproof Screwdriver Reactor(1 only) 35-1 DOW HPS ReactorlTransformer(277V) 35-SOW HPS HX—High Reactance 50-7OW MH;50-tOOW HPS FROD 9201 Washington Avenue Racine,Wisconsin 53406-3772 USA PHONE(262)886-1900 FAX(262)884-3309 0Ruud Ughgng incl Printed in USA www.ruudlghtlng.c6m o4A2ma LIGHTING 5 1 a RUUD LIGHTING CES407 CIRCULAR SECURITY/DEEP SHIELDED 70 WATT MH,BD17,CLEAR Horizontal Footcandles Scale:1 Inch- Light Loss Factor-0.65 Total Lumens Per Luminaire=5040 Mounting Height- 10.00 Ft Maximum Calculated Value-4.30 Fc Arrangement:Single 'RECESSED MOUNT 12" (305 mm) RECESSED CANOPY LIGHT Housing Pareew sam .a, PreariedCSP"* aluNnum Fllhh C', w.ar IWO- F1 �( ' (wreqMrs 012•012•(305 mm) Y 6alteal 5 5'(127 mm) hmnte6un t Braelat Datemar Aquatebls for up PNenled ceiHg thlolmees 7V:d Hinge ' Hoa Doan Clip Notes Assembly Trim FrameFinish Color.white❑138'(337 mm)OD. sr_ aaam Wm um iilm High I VwL a73 myatel dmrfmme elclaes lora; tempered pleas sealed with tlsoone pastel Finish calor.white PULSE START METAL HALIDE 1 120V(Standard) A Acrylic Drop Prismatic Lem '. Jf-. 125W PSMH MRC0612{s)(b) 2 27N(PSMH;50-175W MH;50-15M HPS; (1.8'(44 mm]Deep)(matlmum wattage 100W) Qt31e'- 150W PSMH MRC0615{2)(b) 26W FL) -(a)F Fusifp METAL HAUDE S 208V(PSMH;50-175W MH;50-1501V HPS) 0 Quartz Standby SPEC g:. 50W MH MRC0405-(a)(b) 4 240V(PSMH;50-176W Mit 50-15OW HPS) (includes 100W emrh limp) Q :VZC 0, 70W MH MRC0407{a)(b) 6 347V(Canada Only) Spody(a)single voltage—See voltage sumo Key SP9C:p 100W MH MR00410-(a)(b) (PSMH;SO-175W MH;70-15OW HPS) , Q SPEC:a. 175W MH MRC0417{a)(h) U Universal 120-2M(FL) HIGH PRESSURE SODIUM For roa0raerHHlhtounldr as US ad Coode.see Budein tp-i or , ;BAkCk 35W HPS MR cumayourauell.1 aumonaeimrmmarwotintewr. L_JC0503{e)(b) SOW HPS MRC0505-(a)(b) SeC�r` 70W HPS MRC0507-(a)(b) 100W HPS MRC0510-(aHb) sPacliY_ 15OW HPS MRC0515{aNb) FLUORESCENT S1'£C•iF. 26W FL MR1�226{a)(b) B¢EC# 32WR MflCO232{a)(h) - SPECYt 42W FL MRCO242-(e)(b) Speedy(a)Voltage&ro)Options. 40 4 I I Recessed Canopy luminaire for HID lamp, 26–42W fluorescent is supplied with a quad ANSI lamp wattage label supplied,visible during totally enclosed.Reflector is specular aluminum. tube lamp.HID fixture includes clear,medium- relamping.UL Listed in the US and Canada for Housing is seamless,die-cast aluminum. base lamp.Pulse-rated porcelain enclosed, wet locations. Includes four adjustable steel"L°brackets for 4kv-rated screw-shell-type lampholder with mounting to various ceiling thicknesses and four spring-loaded center contact.Fixtures require hold down dips to prevent fixture movement a minimum 90°C temperature feed wire.Lamp Exclusive DeltaGuarde finish features an E-coat during trim installation.Rough-In 12.3•(311 mm) ignitor Included where required.Ballast epoxy primer,with white ultra-durable powder sq.hole required for fixture installation.Large assemblies are high-power factor and use the topcoat for the lens frame and trim frame, wiring compartment with access from above or following circuit types: providing excellent resistance to corrosion, below the ceiling line,for ease of field wiring.UL Electronic ultraviolet degradation and abrasion.The finish rated for four(2 In–2 out)112AWG(90°C) 26–42W FL is covered by our seven-year limited warranty. through-branch circuit conductors.HID fixtures are provided with a UL listed insulation detector, Reactor which will deactivate fixture H inadvertently 120V:35–150W HPS US 4,689,729 covered with insulation.Lens assembly consists HX—High Reactance of rigid aluminum frame and high-impact,€73 crystal tempered glass. 50_10oW MH;50–15oW HPS I CWA—Constant Wattage Autotransformer LPF-12 2 x 2 Lay-In Panel 125&150W PSMH;175W MH RUUD 9201 Washington Avenue Racine,Wisconsin 53406-3772 USA PHONE(262)886-1900 FAX(262)864-3309 oRgwt>onnnpin� Pdmealousa wwwrmMglNnpcom mmm LIGHTING I SITE PIAN SITUATED AT MATTITUCK TOWL� Ap° NOF O SUFFOLK COUNTY , N D W YORK SUBJECT PREMISES S.C . TAX No. 1000- 122-03- 1 .2 /,NA'T �Qtif Q S.C. TAX No. 1000- 122-03-02 � �� RSR S.C. TAX No. 1000- 122-03- 5. 1 g a> �m E. LEGIDNAAfNDE S .C. TAX No. 1000- 122-03- 17 SCALE 1 "=20' JULY 12, 2006 DECEMBER 22, 2006 ADDED SITE PIAN KEY MAP �Q JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN z / FESR1)AQy 20, 200 $ REV SED 617E PLAN I OCTOBER 19, 2007 ADDED DRAINAGE & SEWER SCALE 1 "=600' � � /' / xS S = � Y j N 4qk / x., ��/A -3v/ ° �„ vw o ? AREA DATA Q S.C. TAX No. 10.140 sq. ❑. oa�ypF '� 1000-122-03-1.2 0.233 cc. / /sQoy' *' \Q+y¢ 1�% a 4- &a �(• (�� S.C. TAX No. 13,346 sq. ft. ?UP TEST How V \ \ `' T 9 �L 2♦Q0 ♦ 1000-122-03-02 0.306 ac. �� q cit, OQP S.C. TAX No. 40,618 sq. ft. .A 1000-122-03-5.1 0.932 cc. % AX o. 038 sq. x• / i F < \ .`fit} /, Z�- / ~ c �o l� �� ,eg2B S.C. 007122-03-17 20,0,460 cc. 14� / • . / `OSS S °,*♦ \ T�� /Y �r° OO4F� ♦U04' TOTAL 84.142 cc. yl 4• . . • �� h�A7 LP �\ � `TP� �\ '^ `ry,QT UQQQx G P / \ \ yt any4 NOTES: Q•�� S \ �\ +� 4`r't` 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM NN x>�',tS ��E`" To EXISTING REESE FLOOR ONS ARE SHOWN THUS: I, \.,, y\'4e'+ f / \ 2$ \ 1U \tic yt/j \ PVP \ O• + �- `OA /9 O – WE I FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300481 G e AO "60ZONE X`: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE -\ 'txx Q�,rQ S- - -by),/ O DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN o _ _ 'kc p DID \ /C T 3�. `\ to \ BY �' ♦♦♦ � ZONE X: AREAS UDETERM NEO TO BE OUTSIDEE�00D WO-YEAR FLOODPLAIN. 100-YEAR FLOOD. I x�� , ,` 43•�O S' -�'' // 2• I \` \ ,�\ �P �(; �'\/ J� ,D \ � / \ SMy 1� 3. SEPTIC SYSTEM STRUCTURES SHOWN: PROPOSED EXPANSION POOL Ut•` •i� \ ' pYG \O > `O ` II 0 +ry / PROPOSED LEACHING POOL 5 v' / \'F U. / 8S' O % ' '�' I �`\^\�\\` P ♦tih g3p4 'ADS 1 �•� O PROPOSED SEPTIC TANK // •° ' sLP ,PZ \ I \\ \ \ X14` \ C 3 O \O II J 1' 4, THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / 4� a H / ♦ < N'?gy ) \,• II I- /- �S, `7j - OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2 " •e' K _ /�Ta >, 9, ._ \ \O , s T ` `4� '\ 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF_ LOT AREA I �S!/ _ •.c ® b (EXCLUDING ROOF OVERHANGS) , ��- A ' i%P� �h / 7/ , (, 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq: ft. OR 65,96%,OF LOT AREA by y�Y-a /) ¢rt 7-f� S (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) / << `/ S ' / / •: Q y / to >vYp R�\ qS / • / 1'T'q( \ pQ? \ ,1/' P�4•� 1S D 6. TOTAL S n / o-� \ /// MW• M�ti Oyq Ro k � \ �Q ( )�+ 6� A' �i ( LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA ro • / ,y" e /` }` / / S. �i\. (>'4o D \ \ `P \ \ RVQ F 4.1' 1 LU •q�N N INCLUDING BUFFER AREA) V ..// sty \ ? of LEGEND: ✓i h' S dr A VL n N T.C. - TOP OF CURB ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING / / ♦\ \ N / I + O T.A. - TOP OF ASPHALT Q- ' 6 / 1 Qty , / 71\ /? ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING e A \ Q \ \ / /t q A 9 7. !'6YfN Y� •'6 \ / ° - ELEVATION 11.5' f / � - 2 \ C V 0 / '� �C�C 1 'r /( /2 g T.G. - TOP OF DRAINAGE INLET - Z Z\Dc4�G �O•,_Le \ � I ? � // -1? _ Ir`'' at 'zs / \� � / �9,'I '�D / / �oa 1+� / ® _ A/C CONDENSER UNITS Sh I ai• Z• t p Q ° T•W EL_EVL T1b14 1Z . 6~r Yr" . X40' � .!Ds �z / '"�/ 63 b° -- - °gy \\ xAtl \ / � 9' e° SEWAGE DISPOSAL SYSTEM CALCULATIONS ryQ-� 5` TEST HOLE DATA (GROUND WATER MANAGEMENT ZONE IV) 1f \ �"� ° ° I �,/�� ' '• I t / n- 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x 1.931 D. = 1,158.6 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2007) ` �� 'c S ^ DRQ /� �, \ •' s \� ,f j D t' r4 / / I <� ERISTIN6 BUILDINGS 4 5TRUGTURES / - la. I i � � � 2. PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) i TO 6E REMOVED YO'H S- Ac O /' w ? )" / / ,a.Y • c• CALCULATION ARE AS FOLLOWS' C ti 9j 3X •q� 00 /r .' .Ytl� P I ,s.:/ / N / . S - Ty`,'+°D`' .B TOTAL BUILDING AREA = 13 , ZZCo ..Q - F T SEPTIC SYSTEM #1 i _ \ r+' •' ,QFJ , / •1� ' I sc I� `.2 'sC H t �/ aQII' `� • unEo sxo wo ,aN t 19 q. / q N •c1P iii QP ' / o D Y c - z /\` / TO c SEPTIC SYSTEM 2 32 s fl. al x 0.06 GPD/.f = 1 9 4PP v'C ` GP `"\I. ,L4 4"r o ff? ' \/ / / ` ( �� GpcVn SIM Axe su 9,9fa 2sq. fl. of x 0.06 GPD/Of = �j 99 . GPD TOTAL FLOW 793 GPT-+' �i�n II' ,7 \� y,� /i/ P•' �" `?F`\ / t �37i/�� / // .� +""". "„+y..•S. -1 SEPTIC TArilk. SEPTIC SYSTEM #1 REqulRco PER Pmlolnit GPD Y. 2 = '388 4P t , \ ♦ ,i O ^'Ip O \ >•i �[ / / / 1 / ¢. i_4. SEPTIC SYSTEM X12 /e, / 9GPo z 2 = 4P. , Q- p A'6 FR a�• / , se int ( ) o / 59 1 ,158 1 B-'/j'/ )`y \� • ^� SEPTIC TOTAL EACH BUILDING IBUILDIINGS PROPOSED 1.500 (2) 1..590NGALLON SEPTIC TANK (S' DIAMETER x 4' LIOUIO DEPTH) 4. LEACHING POOLS REWIRED PER BUILDING Y \ __ _ _- _ / \��CCC� L� S. ' //♦h//' \ /, sn.o ip SIDE WALL LEACHING AREA p.uF cvcw rxc _ MAXIMUM 599 GPD + 1.5 2sgq 4 P n 'p \�� ` //, 1• d''d� / EACH BUILDING PROPOSED (4) 10' DIA. x 4' DEEP .Aix• LEACHING POOLS 502,8 SIDEWALL AREA °° / TOTAL TWO BUILDING (8) 10' DIA. x 4 DEEP LEACHING PO01„S C'A g� /8 t / \ � � 1 eT •?a )tom lz ` �• 8 / 1 SEWAGE DISPOSAL SYSTEM CALCULATIONS BUILDING 1 & 2 (NOT TO SCALE) QS \ \ - n9•=`� , �/ / '� \ ' /_ H// F EL-_ l Q ,L0 I [f- O J /`/' /_ �� RNISXFD GRACE & COVER `'v "o \ r "� // t` LB '( y ,� <E� z— '.ML COQ PARKING REQUIREMENTS ° ( , °• t EL , ° gOtDWAY ttPE G.I. fMME / Ij� ,J I• C,� IOL EL$.5; gMGWAT Ype C' nuuNE ROrDWAY TWE CI. FRWE X/ 1 TJ Z Z �, 9 ! CPIER INiECT .'R00 Hx6XE0 CARNE k CWEq INiSGT PR (INSECT Pg00F) 5 \ ryry 9• / / / \ o�lA FT, 1 c 1-0 a' mm. TRAFFc BEMING COVER S HFq Q E'p 0 { TOTAL BUILDING AREA / / 'v \ ( ) / / pz-0 v.,D 3 _ 1p SQ .'rT f mI Lmo..) L —1-- Q a S .Fq S ' ` v V TOTAL BUILDING AREA-MINUS / q 7E3 4�FAST IRON PIPE 1/x'/IL P PVC PIPE �1/B'/R(min) LF TY a / `� , / J/ !p A'/ (j "1 AGO REST ROOMS. STAIRS, UTILITY Irrv. .. . N [' v gFcq Ixv. EL. 1a.a I INV. EL BA y 1 _ ,L- C., �, 1 ,,% 0” ST 01 ! L” ROOMS. HALLS h PLFVITOR ( n 7 FLooe ,. INV.EL D3: O / SIO �"" —. �� . � \ O OF OP � S' YI PARKING REQUIRED FOR TOTAL 13 S> STAt_LS m'-0' a yQ yAf (y .� a ♦ pper'\ 'C ,r2 ,v�>L�1 BUILDING AREA 9 ONE STALL �( b Q U \ / J / •{a + ®( G/ G� O I r' PER 100 sq. ft. OF FLOOR AREA cow solo AN0 cP/wEL f0 t : z13 +v, o 1 ,1,�' L r 4' 1- pLFO Q' O N i / ` r. Q,-/ 4' 0 V h PARKING REQUIRED FOR TOTAL I t 0 STALLS \ti�' e' 9� PS S�ti POP BUILDING AREA MINUS REST ROOMS, / Y�f STAIRS, UTILITY ROOMS, HALLS AND 'V4 ELEVATOR O ONE STALL FOR i S \ '7• / YL 30' O �P,* 100 Sc4 11. OF FLOOR AREA B'-D' Du. _J 3-0 rx•�y/oi.A+ rY,p ` :<=2 SSL ��G P1HP PARKING STALLS PROVIDED Sq $TA+-1_S r I (mmJ O cs r V p 1 ,500 GALLON 4k°� ti •C �f 21 � xd O E I $ANK'Eo PL+.CVcxN L, - zbl rtc °}ozs p� SPF TO TAL t3 ANKE� 110 STAL--S SEPTIC TANK qb O A•vo P¢O�IIG1=a PAR\LYN C.a C• .,L: /lZ / O �� `BORON EL +I`.L' o^ 36 b� SITE LIGHTING E g ��. ryry pow p @q / -T a PRCING 51 ALLS GROUND WATER aV IVED P ate. °o `` 'o.o, j / _I !�,.. L= ��p I {•} (1) 70 WATT METAL HALIDE (4) LEACHING POOLS .,SO °O g;% / (•"" - T POLES DECORATIVE (TYPJ FIXTURES FIXTURE PROVIDES AREA CUT OFF FLOOD UGHT/6" EXTENDED r 1 — PN K EO P R K I N G STALL ,'D p ' —I POLE MOUNT. FIXTURE MANUFACTURED L -i I 0.5 BY RUDD N MAC 2407-0 7OW LS. c+ w[r r G f \, y _ r� TOTAL NUMBER OF FIXTURES (33) 's°v 6 3 I tz-I UP wINL DOW STA C.I'V xj`'+• P/A.RKIAIG STALLS 4_' f Z � DRAINAGE SYSTEM CALCULATIONS NUMBER OF L DRAINAGE AREABWITH 1100% IIMPERIOUS = 99 3Ca8 SQE_— A G T; ASPHALT PAVEMENT. SIDEWALK. AND ROOF EACH DRAINAGE RINGS 10'-0" CIA A 4'-0•' IN DEPTH WILL PROVIDED SCA 1 = 0'-0 1736 sq. ft. OF CAPACITY OF IMPERIOUS AREA TOTAL NUMBER OF RINGS 10'-0" DIA. = Z9 RINGS 4'-0" IN DEPTH R>G�U IRFp j (2) 70 WAR METAL HALIDE T'CI NUMBER OF 4Z1N4a AO•-O" DIH = 3o IENW's IN D7=PTN PkoVIDE� DECORATIVE FIXTURES ON 10'-0'• HIGH 0. POLES (TYP.) FIXTURE PROVIDES AREA CUT OFF FLOOD UGHT/6" EXTENDED 3. BYLRUDD III MAC FIXTURE 407 MANUFACTURED 0WCMHRW/SBL - 12 TOTAL NUMBER OF FIXTURES (6) TYPICAL STORMWAti'ER UNIT _ (NOT TO SCALE) a"r CAST IRON INLET FRAME ! COVER (PLOCNHIRT 063518 TYPE 6810) Z ASPIMLT OR GRAVEL SURFACE ELEV. 11.5 (NP.) OR EQUAL —, •i " e' THICK REINFORCED CONCRETE 1 .E6. TRAFFIC BEARING SLAB OYP H-20) 12" CORRUG. PE DRAIN PIPE OR APPROVED EQUAL SITE DATA U) �O WATT METAL HALIDE TD7EOFATIVP 1=1%TL`xs C'N (O'-O'• Ii14H OSSMIN. 0• POLE ( TYP ) FIxTVTLE PlzovL Dlas gCLEA TO Nxi uxW mm 12" CORRAP O DRAIN TOTAL ,LOT AREA S9 , lg2- SCS • 'FT, GUT or-r- PIPE OR APPROVED EQUAL AS Req'v IN LD CAT ION T L" AS PHAL_T PARKINLI AREA 388 TOB scz- FT• FIXTURE MANY FG COOL. c —S ST ERNgELZc. D'-0 Ta ad 1521 F oN coN Co¢o poLa IT-t4 INGS (mm• ToTAI SIDEWALK AREA 2, •500 S4. VT. CI ATEW AY SASE 3k' 37-00 T-0' LEACMINGRECAS TOTAL ROOF AREA S t OI Cob $m. FT REINFORCED PRECAST CONC. CRUSHED 3 4' - 1-1.) STONE (.In.) 4000 P51 0 28 DAYS All AROVNd (IF REO'D.) 190 at 4 TOTAL_ L_p.NO SCA0 ET7 P.¢EA R64+D 35 '70 ( ZR, 4 50 54 , FT, 1 INSTALL GED CLOTH RINGS ALL O TAL LANT�SGAPT�17 AREA PRoVl�EO — 41 .3 70 (3-1 779 SQ, FT.) LEACXRIG DRATNACE -NGS r , ):/♦TNI MVM SIDE YARD PERI✓+lT'TEo 25 FT, GROUND fi'�Rcf P l2oVlDEp SIDE ` ,94%> l5 FT• _ MW ILNUN TOTAL- -SI VE -(A2D5 �ERMITFED - Cj0 FT �ROJ(DEO TOTAL SIDE �(faROS PROVIDED-rj Q,S FT I•A AXIMV�A $UIL�LN4 NE16NT pERMLTTED- Tj5 �- P�Lov117EP SVILDING HEIyHT -5 FT= ATND 'Z6 FT (OFFICE BILG4) l6A•NK BA04.� SITE PLAN & DRA!NAGE & SEPTIC PLAN DESIGN Ty.AN IMV N FRONT YARD PEC'M\1TED V AR I ACi LE UNAUMHORIZFL ALTERATION OR ADOMON James V. DeLucca R A. ACCORDANCE VOW WE MWIMUM SEUMON TD THIS SURAE. s A MO AnON OF Nathan Taft Corwin Ill pR OV I f7 E FRONT K p+c'•aS Yj Z FT, A N p 8 L FT_ R.A. BY THHE LIAOR TIRE SURVEYS AS D ADOPTED EDUCATION UW F THE NEW YORK STATE (00FICA! CLOd) (6ANK 6LOCR.) M THE LIAL6. AND E Nor YO AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE VNO WEGGpIMIA OF THIS RN 6DR'S I IUP NOT BONING Land Surveyor PERMITTED L_or c6vERA46 ------ - '-- 30 170 5�pE0 qqC TALE ASSDCRTION. UBOSSG SEA. SHALL INOTBECOXED SEN_ OR EMBOSSED SELL OMC NOT BE CONSIDERED PROVIS>EO L-OT `o vE'.�Fa,F -- 15 . 8 '/o O\5 \ T H/T� To BE A WILD TBUE PED HEREON A4 ONLY to ED.AND ON H R WHOTHE SURRVEt TE E COMPANY. GME HIS EN.AG NC WE[(f Title Surveys - Subdivisions - Site Plans - Construction Layout LINE CNP.VIY, OOVEU OF I. HL AGENCY AND LENDING SSIGNLRON LISTED NLLEOx, MO _ MIO-CSIXTIFlGONS MF NOT 1DMN6'�FEMBLE PHONE (631)727-2090 Fax (631)727-1727 I OFFICES LOCATED AT MAILING ADDRESS `YO 023665 ip , ANP%OR�EASEMENTSENCE OF R OF RECO DOF AY F 322 ROANOKE AVENUE P.O. BYx 19311 N.Y.S. Uc. Na. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead. New York 11901-0965 F 0F NEN i 8002 0 l ddN, oP � av \o a�. / / /$ V Yr Al *. N \ \ 79 TOT`A, L 17-7- 662 , Fr TP-1 Z- 35a yai', r= ?' ✓a�F ;>f�P'r' /3'F��✓r< 13��,� ,r�, Mc,,. 'T I i I, 9z -o - urILIr I vnurY n urY u �Tiurr RM 2M RE 3T' , RM OFFICF A�' f-w� � 4 � :1GQ, r--r '-' - - rlc� ARF}k, G955G� FT- �� _ CJ t' - - --- - ------ — — --- -- - - i � I .1. R��r rzrh. i _ OFFI CF �,1-�� A � 9rj SI� ,FT =x:z7,s-rVM,! OFFICE A2!'- •� �, r � 5 ,>cyy , F-T• �—� Fl- \ I - 1-- 1 f JI ELEV _ r�Ev, _ OFFI_C_.._E_ A1z,L"A. 513s 13 s_�..&i. "Y"T ! i OF r' 1CC t�V-'. F F+• � r� S , S sae . PTGr AF'.� �c�.. :.. f!3 5. ;�.K t' t J 7 I � S T E L_ v tk opr= cam �o/IE9 Tc., sys! _ �o� 1 SCZ • FT OF'�r/ G4- 9RC-X/ 7"c,rgl_ = 3o C3 1 =G2 IF -7, �2u/�oSF�i� ,ru=.. �=. 1"c�r•�.i' ta�'�lc'G' tSL.�erw�tNc'y � xCLe,, ca AIA 1- :57- it> , uriLT)' iZr-rs , ELE ✓, ANO u/�tL TNeC/<'�W�S�• . i � o�.S v c Tri l=' v s c�ca_•,� � c i T£Ll-EF*' 176 F'c,� I i _ — 'rF Ll_L,. GL .-1- T,4v1' DFf•.:�:1Y"u2Y Fl.T. W i,r4 r,>r,v,,� -- ._ - _._'- -- ._-_ __ ... --- -- - - - � r Age � I ! �- - r-- r - - lv h l I � VESTV13'_'LE ! - —.. .--- 0 -- - — / 0 '- o A �� T= V.,, -- - -- rnFlrl C—Ep-$ Orf ICS I i - .4 r, - ritaul LD IQ PARR, tuo 32 -14 2a 5 q� b0 FROP0 .55 ? � t. 00R: PLN —N . �an � six Z/z4,1-L ___----•---_.� -�-�._....�-, -��- - Z1204,171-L w tel. L /`+ 1 ,_ d ,° -rH ie kur=S$ ) 12GST MMSJ .)�w. 0 L. , / MSH i i SURVEY OF PROPERTY SITUATED AT MATTITUCK SUBJECT SUFFOLK NOF COUNTYO,U NEW D YORK S. a°" PREMISES / cF1' �x`' / '� S.C. TAX No. 1000- 122-03- 1 .2 CREEK S.C. TAX No. 1000- 122-03-02 .P / S.C. TAX No. 1000- 122-03-5. 1 N70 I£GION AVENUE fJAMES / / / S.C. TAX No. 1000- 122-03- 17 E. k / / / SCALE 1 "=20' JULY 12, 2006 KEY MAP / / / / / DECEMBER 22, 2006 ADDED SITE PLAN SCALE 1 "=600' / / / e`e / / AUGUST 27, 2007 ADDED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY ,� OCTOBER 1 JANUARY 24, D 2008 REVISED AS PER NY OTEWER LETTER FEBRUARY 29, 2008 REVISED SITE PLAN APRIL 2, 2008 REVISED SITE PLAN AREA DATA k / S.C. TAX No. 10,140 sq. ft. / / +>•` 1000-122-03-1.2 0.233 GO, S.C. TAX No. 13,346 sq. ft, 1000-122-03-02 0.306 GO. S.C. TAX No. 40,618 sq. ft. 1000-122-03-5.1 0.932 Ga. ••��,, / 1000-122-03-17 0.460 Do. 20,038 sq. ft. °ay / // y/ / ,pry J 20 TOTAL 84,142 sq. ft. 1.931 Co. / ~ •'Y" NOTES: R qsA 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM A EXISTING ELEVATIONS ARE SHOWN THUS: zan F FL. - FIRST FLOOR C?�" q1' C.FL. - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G / nro ZONE X': AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE 1 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ? Cb / S $�, 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. orh i`° / / •ya,`t °% °�, TEST H� x117 \ } �v.4, 4, TEST HOLE DATA NkfN4a A�� (TEST HOLE DUG BY MCOONALD GEOSCIENCE ON JUNE 8, 2007) / \ EL. 125' D, s � R • MIxEO snu0 AND l➢AM y s 4K. SRHE D wR4 s? \ c° ' \ °cy < 5' yy BROWN SM SAND SM / .F• // '350 R�w sr 4a. �'ri"�e�\ \ t� \ \ \ / Av.M1Y (1.'•1� Q � 11' PALE BROWN FINE SAND SP SRO• YW' M1 ,,;yeY Q 4611 %,+,y / / ,yA EL ]A' N, qo � g /� ? JJ / x119 � � � / l x$ a WATER IN Put BROWN FINE SAND BP Q'YJc \oro / ,`04,4* / / / / x'00 x]a.] x / In ,6./�� \ Aie./ o. �,+,y 4E 2.nx- x&Z x,9 119°s' ,�Q '��• xm'I r / / / / o� chry,9_yb ♦0c. e/ • gyp, �64 MP _ _ — / / / l xb,p )yam / �'GD // \ L6ph n`Y LULZ % Fc'f'lytUC'W 9'W .t' > �gd +\ �'• e� , vP'e`u / °.r ss so i^ ,k�J� � OI / C9�y, G,y .e+ ,at?J, x1n.s // , 3p !2• s" 1 r \ iO%1, x 11.56 xP \ ry o \ b$\��q I I C T4k l / te.Lc�' / / �' ^ J��o �0x T 5� o•/ \\\\° ",W to `DH \\o \GOO• �1 XA �' co' , INo f J' / `V?4. �y W •Jy� 9 U "o \\\ cp J'91 YV / kO�" .1< q x11.15 r'C Ov \ \TIh• xe4 x12." '? / 6'J , 0° x 1 / �OoO gifrl � -P,4,, 9 5 �e o?P_.yy / eU' E ,je¢Y� ♦ YBo mG4,, 00" _ .12 'YOr �< *Y / p / S %,�R / xs.5 10.55 o, Xr10 ,tT,, r / 'k q `�•i' �4' oN�''�,�'§„ / I I 1\ // x� 45 I A\V f✓ s.1 e n 0"0 x� aP, Y .C� iD �. a _ _. — ,�. max• I \ o9THwTE Qlk xRit x� �•'_ I x9.E \ � \ �x lnx Jf ,�gJ® GOLAN B — ` \ pyx 4^NA' ' \ ENTRANCE \\\ 1f • ,11 I / ^8.3 \ N$hh x,0®4' xs t l I � \ \\ / c NPS�x Q• o n,a �\ ? NyByo� / x2LJ 1C� oz- 06 A' 4'1 \\ \ (C�,.J'•�.{'� / cF°�l N °off' 9 " — c P Not 66. pp -O_R -� — ,Y — — — — — OIL FlLL CAP- �, ; 0� �6 p,Fo %� x2.Z y 76,a 04, X l '¢O6l �Yr,1,cs,A, O Kofi .( N x� 4 0 �?' 'p"'p �� 360' zD.O l 4 °o �. P 00 0, x x5.i C _.. APR - 4 2L008 I' I UNAUTHORIZED ALTERATION OR ADDITION TO THISEDUCATION SURVEY IS A VIOLATION OF Nathan Taft Corwin III P'REPAREO IN ACCORDANCE WITH THE MINIMUM SECTION 7209 OF THE NEW YORK STATE STY THERW. FOR PRE SURVEYS AS D ADOPTED EDUCATION LAW. BSO THE LL USE AND APPROVED AND ADOPTED FFOR SUCH USE BY THE NEW YORK STATE LAND COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor TITLE ASSOCIATION. THE SURVLYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO RE A VALID TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY S PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivision - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND Y LENDING INSIINTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INsn- PHONE 631 727-2090 Fox 63 1UTION. CERTIFICATIONS ARE NOT TRANSFERABLE ( ( 1)727-1727 THE EXISTENCE OF RIGHT of WAYS OFFlCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 N.Y.S. LIc. No, 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 L� REV1610NS .v R��OF SHI NGLEs TYP EllAND TRIM TYYHAR ( PLAN LAP L'�—,J' SIDING TYP S-rows VE6N R I�._.l TYP, . i FRONT Ei_ EVPT1ON R 'iGN � SIDE ELEVATION ILL] 77 __4.-�iA" - ..,,.�- .— - _ _ '� N�• 02365 y�Q� i OF NE`N owAwN -3 .v. c1 CNlCKNO OAT! 4 4 og RE_AR_ELEV/AT1ON •eL! LEFT SIDE ELNT EV _IW-1 A 's fJOTGL JOB NO. GHENT HVDSON_ CITY SAVINGS g/aNK P1..AZ-A __ MAIN ROaD , MA.T �" ITUc. K , N . Y. 17�P v�IN SY : f*,ME V. V- LUQ • o. .N!!T. wimxu N�xnwst No ieeA-xaw•,•, I s,/a-� U✓� S ,U�.�;4 X7�d v-S�5 C••A 0 Y i l/ 9z ' o " UTILITY � ;' -_.-,-_ l II UT�UTY - - -- - - `i Llu-r - - vzlN 11 V71l.lr-{ UrlLIrY RE :.I' FCM• RM 11 ---- -- TK OFFtCE AGF G '1 S S PT I REST RN _ — --� � 9rj Sp.FT RESTa � OFFICE AZE , �..-__.. C*7 l - - - 1 dFF� c_E AR.C:.lx.. G955Gt .�T oFFI CE AREW. -- ---JZs-, i C,95 SGy . FT_I - - Up AL t I r 885. 5- �S�-cR. F T � Ft= 1GE AFE. Bf35 . 5 �s. FT � r_ . .. s. 5 Sc4.,a�i _,. t h� l u�l \S�EpED 4i O `� � GC:� NC� F= {.,Oc., 6?. <=;+r•= �=" { C�� "c" l_ f`rf� F11� ST FLUC_�F�: c:.� \=- T= � t� F;_ i`' t.._ �..t�.,J * ?° > OFFICA5 41UW .7-� r-4.e z 30,f- 1 SQ . �.�. 0236661 /. OF NEN FGF 7 o rR L Clr / < t 6XCLvnii*/C� .NAL. / SrA1/z5 , U7—/.47—y A'^ 51 2 i REVISIONS 1 YY 1- ir✓.g E,:U�I F_ hR CHIT Ec.'TuRAL —�_ — _ —__ __ _--_- _ _ R SOF SHIfJG 1-ES TYP. AZ F-K FASCIA --- ---- AN (J HAR ( PLANK LAP IIIII - L'E ._ FIE I -- T �L STONE VE>=NER - L_Ll. R _� _ FRONT EL- EVATIDN RIGHT SIDE ELL_ VATI � N- - - APR 1 4 2008 II - i OF M - DRAWN , .V 1> CHROKWO OATH q q 08 LFT SIDE El_ EV 10 __" A's`l,o Er�-o REAR ELEVATION -- SCALE SCALE JOB No. gK�rcH PLa.ea AZ fH\!T HFJDSON__ GIT`( SAVWCaS E3FaNK P1..AZA _ - c�FF IC_E <3U1 �C�lNl,l MA'sN RoA.D MATT- ITUC. K , C - E LUC-C,,C�, R . Ems . or SHEETS Mw ALP� I , • 920 ,• 9Z -o I urlUIrY UTI01--Y - OFFICE ASI �• G4 S S4. rr 1 jj. REar rz � I _ -- —I _ C ---- - 1 -----1 9 G. . FT, -�-- _._._ sT PM� O F F l C E AIZ� G� S 5 I , I ' -- - - QF-F\ c.E A�E,1'�, �955� .�T I oFFic.e ARCA � •q5 So.FT tze _ CN • �P I Lim n 1 56Z. pT I � I � ` OFF: I c:_E AREA £3 S • S �cC7, FT �/1• I OFFICb ArzC P. 885. 5 �Gt. FT I OF V- cE AFL E. a, (385 . 5 , -�_ � � -- ------- - ------- - _ _. ._ --- - - I II ErJ'rRY I II Up —_ --- V- L A N F 1 r� S T F � C•.� "_��: � , j- � �c.., F_ k'�' 1�_ ��,r.l r-+iL = 3oG- 1 Seip- FT"- oF1w c 7—Co 7W Z. 3o Co I 5(32 . 'F T, 0236 OF NE'N .artilcy ,E-: L6/A LGy/ f5,rA//15 , rJ 7'/.4 TY i2/"15 � SLE ✓, .4n/<,U W,9L4 Th`!GF='N�SL�.. b� 2 wwls�oria sv -1- IMRr=�LLlnI F_ AR GHITEC_ Iv�AL -- - - _ - R.!'OF 77�- A Z E K F F ST I A ANp TRIM T`B'P - _ --- HARDI PLANT LAP -- --- - - —__ —__— a TYP _ — — --- - - 6 1 D 11J - -- --- STONE 1/EENFR - 1 7 Y P. TT FFONT E- L_ E;VATK-) H RI � NT SIGE ELEVATION I 4 _. CRAWN CHECKED owr� q q og SCALE R E A_RE_LE VAT I ON LEFT `-> I DE -- - ion No. SGA LE /e, = 1 � - O SKETCH PIr..B i42 EMMET ' HVDSON GIT_Y SA`t � NGS C3F�NK PLAZA -- _-OFF1C_E—F3UILU+ N,.w pAAjN ROA.i7 , MATTITUC. K , N Y. V. A4RONAl MWIIA51 NO tB6A x435^.,. �' - VT1LIy"I UTIO UTILi r'/ RI LIT-' -� R U RAY OFFICE PQEF� G `1S SQ, FT I Lj. R 'r R� pFFIcE /iR E.N Gq� SCv .�T OFFICE A E /a G95 Sp FT zEST QM , OFFICE rP—F 5 s - Gy . FT. �- --� i r 11-- _I 1=- __._..--c:_ __ .._f _ _ 1�I ' � --•-----� I— -- ---- --- -=rf/= REVINIONY W R. C>F= SHINGLES T`(P. _ AZEK FP.SCIA AND TRIM TYP HARDJPLANY M - -- SI�ING TYPLi - ----- nn STONk VEIN tE-R "` ry T' YP, FRONT_ EL_ EVATV-) N RIGHT SIDE ELEWP,TIQN �� 029655 0�� .--- OAAWN 1 . V C CHKOKNO- OAm q q og REAR ELEVATION LEFT _-: FT ELEVAJ )ION __ "A" P.5 NO r�o JOA NO. $y-ETCH Pl Pw142 aminT i HUDSON CITY SA\/ iNCaS J JobNK PLAZA - pFF 1C�__BU_I LP1+y .a rAA1ra FZ �AL� M�ATTITUC. K , N . Y. C>Rb r-'4 b'Y : I MPS V. 1`' E. LUC,C- C2 . F-+ . OF 2 sm. IYI11pNIl NwrFUT No mer,-ze.]s.^,. 9C7 7 --- 7T " VrILITUTIL17 VTIL r 1 E T 2M I l � RE��- RI.h- �FIGE A [.N. G955iu .�-r I OFFI LE AFE- /�, X95 SCaFT 1ZESr ca Y�, OFFICE AI-2 Fr o-. G95 SG+. . FT". _ _- OFFIGE f- -- P . I I r � - - _ se12. F-T ' I p FPIG.E AREA �3 s35 . S ••s.Ca, FT __ UFFIGE AtzEta 885. 5 56Z. FT .. -------- ---- --r — - --- - - --- - --- ---- --- -- - -- OF ICE AP E F�, fy' £3 5 ttir'2Y — I _ � � I Ii I li 1 Zv-v7, n.t 91 "4 —1 A G\}SE N Rei ,o * n E G u r l p {✓ L O<<, F- I = = t .E i' LAN I r� S - ---- 02306 / p p,'reg fg/IE.9 -Te3 r-.nr 30� t SGt• FT. 4 F OF NE'N p r'/? L- .�,e:•.c=f G_E'` /�,Gy�A = / Z Z 5 CR , �T• � xccvr>�. /� F/Ar_.r�f Sr�ffzs , rJr/< rY fzr.-/ s , $LE ✓. A,./r] sC//7L4 TN'�G!-''N�'S•-' . /� q q a8 S/lErcy PL /V1 3Z 1 2 i REVISED SITE PLAN } LIGHTING PLAN - - SITUATED AT SITE LIGHTING MATTITUCK J j °•. / APR 1 4 2006 .° TOWN OF SO I ' U THOLD . PSUBJECTREMISES / a 'i/ / _ — SUFFOLK COUNTY, NEW YO K 05No. 1000- 122-03- 2 zoy � y ''< � / S.C . TAX No. 1000- 122-03'x02 F JAMES • {}i T DRQ ,W �• /� 9A +y / ,�• (1) 70 WATMETAL HALIDE ' / 3 DECORATIVE FIXTURES ON 10'-0" HIGH S.C. TAX No. 1000- 122-03-5. 1 Alk"4 / ,r//" /, / POLES (TYP.) FIXTURE PROVIDES AREA S.C. TAX No. 1000- 122-03- 17 ��e E, LRGwN AVENUE ' + CUT OFF FLOOD LIGHT A EXTENDED POLE MOUNT. FIXTURE MANUFACTURED BY RUDD g MAC 24 70W SCALE 1 "=20' TOTAL NUMBER OF FIXTURES (8) r. / JULY 12, 2006 3/ /, . KEY MAP / / / o // JUNE 27. 2007DECEMBER 2ADDED O TOPOGRAPHICAL SURVEY 6 ADDED SITE PLAN SCALE ) "=6QD' / / / / / - AUGUST 27, 2007 ADDED SITE PLAN SCAL 1' 0'-0' / / ° OCTOBER 19, 8 REVISED D DRAINAGE & SEWER • '.; JANUARY 24, 2008 2008AS PER NYSDOT LETTER • •� / FEBRUARY 29, 2008 REVISED SITE PLAN °. • 4/' • • t D. APRIL 2, 2008 REVISED SITE PLAN �y / / I'� �, 'd• - ' J/ APRIL 9, 2008 REVISED SITE PLAN •'° . . fig✓ / / Fc+ .. .. �, , ° Y' Y (2)DECORATIVE E R WATT METAL HALIDE / 0'D POLES A(TYP.)FIXTURES FIXTURE PROVIDES AR AH q CUT OFF FLOOD LIGHT/6" EXTENDED AREA DATA 'O , / POLE MOUNT. FIXTURE MANUFACTURED A Z: BY RUDD $ MAC 2407-D 70W MH W/SBL - 12 S.C. TAX No. 10,140 sq. ff. TOTAL NUMBER OF FIXTURES (9) °•• 1000-122-03-1.2 0.233 ac. S.C. TAX No. 13,346 sq. ft. / / / •% '" os"/ 1000-122-03-02 0.306 Co. / � • „e •• S.C. TAX No. 40,618 sq. ft. 1000-122-03-5.1 0.932 Co. A / •'•�°i y�' / e°� S.C. TAX No. 20,038 sq. ft. "If>ak� a` y / SeAle 1000-122-03-17 0.460 do. ccs `4ia• ° / �+ `fi ° • .,a OYa,, 1./ y TOTAL 84,142 4,1 2 s Co.DECORATIVE 70 � ITURESHALIDE METAL ON I0'-0" HIGH v ° +• / POLES (TYP.) FIXTURE PROVIDES AREA • 4 ' CUT OFF AS READ LOCATION / „ R . v , ° •/' 0H X1521E FAON FR CONCORD PO EED BY TERNBWITHERG xA' W ` '° • • .4 GATEWAY BASE A 3200 NOTES y / TOTAL NUMBER OF FIXTURES (10) 1 • ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: zao '° • , • 9 0•W_ _ - FR - FIRST FLOOR .Ck GFL - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: oY a a .• ' > y�S`� /dC�, FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE X`: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ° y / DEPTH OF LESS`S THAN O 11 SQUARE MILE; ANDAREASPROTECT D BY WITH LEVEES AREASNAGE L ESS THAN SITE DATA: ROM100 YEAR FLOOD. S e \ �5�� ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. ` ' � • ' �. TOTAL LOT AREA 84,142 50. FT. • TOTAL ASPHALT PARKING AREA 41.540 SO. FT. 3. SEPTIC SYSTEM STRUCTURES SHOWN: ` / / T •' n TOTAL SIDEWALK AREA 2,300 SO. FT. q C y�0 TOTAL ROOF AREA 9,868 S0. FT. i;"oT�`� /• /• , •° ! •4 \ \ U TOTAL LANDSCAPED AREA REO',7 35X (29,450 S0. FT.) PROPOSED EXPANSION POOL ny TOTAL LANDSCAPED AREA PROV'IOEO 36.3X 30,579 50. FT.) ,' n f • 3 N/ ° / '• /�/ \ \ \ Y TOTAL LANDSCAPED AREA FOLLOWING SITE 3X (37,294 SQ. FT.) / • TEST HOLE \ \ U 'Fp AREA INCLUDING THE FOLLOWING SITE ' M 'd Y¢Psi� •n •/ �' d ,jam ,\ N 9 cip ACCESS YARD PERMITTEDAN WAYS 25' PROPOSED LEACHING POOL < , / r�^� x�•5 \ /// \ \ 9�,d PROVIDED SIDE YARD 17.4' •° s.t .J� MINIMUM TOTAL SIDE YARD PERMITTED—50' y'' x <x ` -- //� \ \ \ N 9l PROVIDED TOTAL SIDE YARD — 60.9' O /� , ` MAXIMUM BUILDING HEIGHT PERMITTED 35' PROPOSED SEPTIC TANK /A PROVIDED BUILDING HEIGHT 34,5' (OFFICE BUILDING) 26' (HUDSON BANK) O MINIMUM FRONT YARD PERMITTFO VARIABLE `� PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) • ) 4 : ; •" , /SC ~ h LOT COVERAGE PERMITTED— 30% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ° ,J19A' :° 4 •" • , , , / Q°`(' `/ fix\ `\ J 11 / \, LOT COVERAGE PROVIDED tsar. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. x • /, ' �, ° y�4�' r% `� a` x � \ 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA • / qY" a ' e 51 q •'+ rel( `� / \ / \ I \ \ ` (EXCLUDING ROOF OVERHANGS) +�u �� "/ / I \SRA, 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA '' fe1/ •1° ¢"'i" f�aT'"�D`, rr~�� `,� {.} 1 /� I I \ \ y,Q (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ° ewe S' � : ,�pp�x S <\<^ / IY' �� \ ` /— / / \\ 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA -A/ , , tJ NC� x .��' `` ,',p,, / x `r / (INCLUDING BUFFER AREA) -�a / (Se l `= r `4� / x `� ✓ '� \ 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND \'9R ��p ! •° ti r �� ` _fes x.usyf� > 'M"} '.. / / \a� \ /A REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. _ `✓ •-y 01 \x xi➢•ff 2 / 9- .S".'�` T • �x 4°0 'O o"'� \ +: o ` . \ �0 LEGEND: / •d -a Y \ (Q yxt7`' //// / / ./ i >7,. 1' / / / — \ / T.C. - TOP OF CURB ,,,, o^� • , ` / I �Gfiry•Y �, \ ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING YY �y e4,{ ° R+. / •+J' •• .$ x ... / I ? 'o: x u xJnx r? q0 /x/ / \ \ qtly. T.A. - TOP OF ASPHALT y,9 N' ,•M'ry�r q '• 1 � • "J / I `\�¢' / 0' <'Ci / x xAz / / ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING x ',r•" / e -� / ' \ i ' / \ f I Y / S'sC.' TEST HOLE DATA T.G. - TOP OF DRAINAGE INLET 4,4H^A/ / I / 0 ELEVATION 17.5' 'iD • ° •'N' ✓' �. , 1 3� / \ J�^\ / / \O (TEST HOLE DUG BY McDONALO GEOSCIENCE ON JUNE a, 2007) T.W. _ TOP OF RETAINING WALL F / �� / ` o: I Q. �\� EL its' s. ELEVATION 72.5' TYP. ,Sys x r�'SLF `�j �: \ \ ,Q • ¢ •' , / y` S. C Q �q ,Y �C' ® - A/C CONDENSER UNITS / / . A MII(EN swD AM. IIIV.1 / cc a a • 1 "/ / ° / \ , 14 - PROVIDED PARKING STALLS `' w // L n, / • / �\ \ / �rp�A ST0'{e / \®\ \/ \ / ' ' eRowx slLtt swD sM 2 - BANKED PARKING STALLS oy ° ,r�' Y.Y �• / lc�" / S,c� — clo ' / /G�oA. \� 2 DRIVE IJP WINDOW STACKING PARKING STALLS • „ '• A.•' /OO y\9 / W \ %0 �S 'Xjf ®® 2 I / °�.' � D,4J� Puc eaowry FINE sws sP y - f G h / ° r •` ' ..,y'�', ., ? ;/ Is,• / /� / / / M \„ x �O`• y I °' x ,V I I I �S, +O a ^� AlP/I' • , , \ f I S.oy ,y/ \ I r.Q x ' ¢ ,O9 ,(,/ WATER IH PALE BRRMI FlNE SWD SP 29 vv ,: ,, °� .., �+• ��hy�� x� /x s x r \ Y _ \ d \ --� I \ // x1¢.1 rcy t�c9 V, '�'g0�.e+ n' ,@•�. eR tl. Y' ` 4w a ^Y / `)S. 'I` .x o I ` 11 s Jy �d1 °' Hr- a• / / +4 \ \ aos� � I /?n in x11L9 ° Ilk 4t'�pE'.a� ' ^ '. "y� '° h : ,xr' h \ (.P \ \ N "��I. • l '1y 'Y 0 9c� 1.o0L°' ti .A Y �]' 4 ,� \ = ::: 'rr \ i \ q..\ I I o '+cZ %its b• r`Yly,.�\ 0 P' "� v 41 �� , ` �uE a. ° /A Y °J 1z • . a ° cR �} / tea. a�u?f. •° / yfr Hx D� ®® n 9�roir �� / `, 4 z"goo 7 o �� ° 3 ,.d'°� ° •. u�`' • � c'� _12 exlsrlNs E+ulLolnlbs a STRUCTURES AY • 4,.flf• a ,S''•Jo Y` — To 13E REMovEv ® Z. • y• � � q „G ti / ✓ % A ell 50' 15 x� a 7 I / Me YI '9. \ \ / x � R \ � p; \ x-U•B c / S O 1 • — 9$ k s*;, a S8• — / H� i° VIP( l d" Fa OO 4NT �,q,, p' _ — — / %� ti G O� 4Ot0 \A tti�9�PS x= q, PARKING REQUIREMENTS F Nj0 xJLl poi L� TOTAL BUILDING AREA 15,347 sq. ft. TOTAL BUILDING AREA MINUS —8,481 sq. ft. REST ROOMS,O HALLS, EEVATORLI&Y WALLS 4LJ Q AREA USED FOR PARKING —2,359 •q. ft. `P x21 43 o'2 4 BANK BUILDING _r' •6 0 , G^k c:7 OFFCEUSED FOR BUILDING PARKING 6,122 sq. ft. yBUILDING AREA O ONE STALL ° DaO o,ro, 4 PARKING REQUIRED O o 0 CTJ y{'00 x PER 700 sq. f}. OF FLOOR AREA _ x PARKING REQUIRED FOR TOTAL85 STALLS BUILDING AREA MINUS REST ROOMS, 6 STAIRS, UTILITY ROOMS, HALLS, WALLS II.. S & ELEVATOR O ONE STALL FOR > 'St 0;, °p 100 sq. ft. OF FLOOR AREA C 94'0 f 1� PARKING REQUIRED FOR 23,59 STALLS r�y = BANK BUILDING 2,359/100 c-I PARKING REQUIRED FOR 67,22 STALLS ci OFFICE BUILDING 6,122/100 TOTAL PARKING REQUIRED 85 STALLS PARKING STALLS PROVIDED 79 STALLS BANKED PARKING 7 STALLS TOTAL PARKING (PROVIDED & BANKED)- 86 STALLS SITE PLAN & LIGHTING PLAN DESIGN James V. DeLucca R.A. UNAUTHORADDITION IZED ALTERATION OR ADD TO THIS SURVEY IS " YIDfATIDN OF Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 7209 OF THE NEW YORK STATE STANDARDS FOR TRLE SURVEYS PS ESTABLISHED EDUCATION TAW. \S BY THE LI A.LS. A PPROVED AND ADOPTED FOR SUCH YORN STATE LAND COPIES OF THIS SURVEY MAP NOT BONING Land Surveyor q. n TITHE AS ,��DpF N@k, L OR THE SEAL SHALL INKED HEECONSIDERED .�. CT Ib JAFTO y,p TO BE A VAUD TRUE COPY CERTIFlCATIONS INDICATED HEREON SHALL RUN h ONLY TO THE PERSON FOR WHOM THE SURVEY L TF C IB PREPARED, AND ON HIS BEHALF TO THE Tibe Surveys — Subdivisions — Site Plans — Construction Layout 2 TIRE COMPANY, GOVERNMENTAL AGENCY AND e Y Y YO 655 QQ I TONTHE ANG SSIGNEES OF THEE LENDING INSM- T�. ON. AND 023 J TURON CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE OFFICES LOC TED AT 0 FDA ILING ADDRESS 7 OF NES Q- 2ROA LOCATED U MAILING x 19315 50067 O THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 322 AD, New AVENUE P.O. Box 191 (A(VD SU Uc. No. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 7R7�e Cay - i REVISED SITE PLAN LANDSCAPING PLAN e. • y� , SITUATED AT MATTITUCK / �1. c SUBJECT / TOWN OF SOUTHOLD ?` PREMISES , , SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 /,e a +e CREEK , , •�' � � S.C. TAX No. 1000- 122-03-02 �,LS � ,5 / :,r ' ? 3e • e' S.C. TAX No. 1000- 122-03-5. 1 Y"\ E, 1EaIDNN�ENaE � '' '•'' ' / (,;/ , S.C. TAX No. 1000- 122-03- 17 �� „','z'' °' / " , •, ••, • '` . LEADEII OFtABEMMMNOfrCN SCALE 1 "=20' WJMII AI NUTH AND sxAu VMpp ° APPROLLDF1HEmm ° °° JULY 12, 2006 KEY MAP / / %&d %/ / aim N1 d / / / . " / xxm � oRRePuao m o" DECEMBER 22, EDT ADDED SITE PUN y�4 JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY ^Ya O D � AUGUST 27, 2007 ADDED SITE PUN - ','•�, - / / �� n 4 / x• w mar wm, wAmHO,. e/14' . � OCTOBER 19, 2007 ADDED DRAINAGE & SEWER ,1,1 IL SCALE I "=EGG' / / /- y e ]' aALyA OR TWM/Sm sm 5 m' RM HOSE 14' mxo w JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER ' ,f Y . • �Nf 11E.gPpN 4 E Ftp, LOOP 2x OWIETER OF TRUNK - / / �, e S 'e• „ A/ • ' • " ' / OIEODNO or MONM� I AROUND TREE FEBRUARY 22 8 R REVISED SITE PUN APRIL 2, 2008 REVISED SITE PUN ' 'e• v/ M 31 CEDAR ,AAy APRIL 9. 2008 REVISED SITE PUN _ APR 1 4 2008 R 4' /'.a,• ,i• .' •. ,•': @ / TREE rode K INUP`w1mmiI .MM.,LEVEL IFM mm r�mo / ^P� •,. , •• .I / gMImWL mPLNIrWs Pg. L_ I e / 1 / / :^/ /• • / x __.-,_-__�-,:..�._�v-=.._. . =s,. AREA DATA S.C. TAX No. 10,140 sq. ft. :;,, ,,..' '' ,e,•r,; 1000-122-03-1.2 0.233 mc. PURIM SOIL SHI x 0000 TaPs°L RI¢ S.C. TAX No. 13,346 a ft. OF `KXg3.DEw� On SIONEs LAmR THw x•. q• 1000-122-03-02 0.306 ac. ! a .e AAFTERSEDwO EIN HolLE, ntvGVEyW S.C. TAX No. 40,618 eq. ft. MW :" / ,,.: / / +y / ' •.J' / FAamc•�x+D REMo'w<°29e mM oR mwE 1000-122-03-5.1 0.932 cc. ex"C" ar Romvu Mucor elT oN 1wmlmElmeo SdIL TYa S.C. TAX No. 20,038 aq. ft. ", ycr�Q� 1000-122-03-17 0.460 so. Ey� '3;,.•. , �+" a ': ; ' �� STAKED TREE AND BALL ROOT 'COVERIN^ DETAi TOTAL 84,142 sq. . �N°�° `�; .a •/,y�•>. '` / a; (Not 10 scuff X_� 1.931 °c.H zi NOTES.' '!' "', a 'e• . --- 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.a 4 , 1 •. / '•9 J9F� /FL - FIRST FLOOR .'. i � .. « / y CFL - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: e ' / FLOOD INSURANCE RATE MAP No. 36103CO481 G r °"• • 1 R` �y .3 oeaurNo u e To -YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ee •AMS w ZONE X': AREAS OF 500 AT THE NUIr.CPY DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ' ', + S 1 eoNaHiRUCT EARTH ISAUCe„ WITH 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. of S •,i M,eH .cINM SITE DATA: ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. TOTAL LOT AREA 64,142 50. FT. -, 6b/ / S�1 � '�m� myz Ci"..v°LN'"'LAnr.oM To. 3. SEPTIC SYSTEM STRUCTURES SHOWN: �y � / \ QGRy } TOTAL ASPHALT PARKING AREA- 41,540 50. FT. - i.E� /` 4, ; • / \1 \• e 110 MACMnL.L wITM Ton.o,L. nuT- TOTAL ROOTOTAL FI AREA ALK AREA 9,668 SO. FT. / �g \ �1-' 3J MO.0 e,l R4TIe MY VOLUMC IN G" ,A. ,. /',� •° • +A'- / F b EO LAYKR&iW LIC cAo L.vcn TOTAL LANDSCAPED AREA REO'D 35% (29450 50. FT.) ., .. \ UNTIL crxco.Co N�oT. TAM. PROPOSED EXPANSION POOL ,,'n.: •"A ' . %A �% �,9/ / n \ x WI M • -.rnL TOTAL LANDSCAPED AREA PROVIDED 36.3% (30,579 50. FT.) ` wa H A A1aM E';ron L.NT. u. To y'MIOH TOTAL LANDSCAPED AREA PROVIDES 44.3% (37,294 50. FT.) 9l� r ren iLANT. Cvcn y'H,oH AREA INCLUDING THE FOLLOWING SITE '• � x • ,N# / �•. i'. / aye HGLL \ xy\\ �rL �i yA� \ k E .Hwu. P� HTiN0 OnTan- ROAD ACCESS AND PEDESTRIAN WAYS .a', M '"p; d 'A„'• . ' �(• . . ,, � \ L7 � 'f K O weR ALL FMMm� .ALLLD ANO mURLAPPL° 33 r, •%` . c Cam MINIMUM SIDE YARD PERMITTED--25' PROPOSED LEACHING POOL • ' YP •a: !// a,� y,1 �, PROVIDED UMTOTSIDE YRD-AL AL SIDE YARD PERMITTED-50'4 MINIM y, "/ '.• ,/A , : + / x,xs \ \ 'ZpO (not to scale) PROVIDED TOTAL SIDE YARD 60.9' ,e• h ., 4.. 5., x,tfi d \ l O MAXIMUM BUILDING HEIGHT PERMITTED -35' O PROPOSED SEPTIC TANK A .t\ * \ \ f-T/ro\ M1,. PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) (] ll•. v'' • Y .". .. .A • // \ \ y yl MINIMUM FRONT YARD PERMITTED-VARIABLE \ N4 _ PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 61' (HUDSON BANK) PT LOT COVERAGE PERMITTED Sox 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD +" •� ,.yu �'e. .� "." •" " / `�\ �� % ; / \�\, LOT COVERAGE PROVIDED 15.6% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Aj . xx Asx .12.z \ y 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA + j• a�' • , d e hl ,'. / � .u,:� (( \ (EXCLUDING ROOF OVERHANGS) - '_0% ' 4a4 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq, ft. OR 65,96% OF LOT AREA 4A ' ..a: �F'' rpA$ // ^ / `� *. \ -�"� I \ \ 4 (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) /,Yx•• 5 0,4 <\e/A.1 / \ / / \� 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA / N / - I (INCLUDING BUFFER AREA) o ° ,3�y;, ';;, / / �° 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND it '� a�� ` / 6"0 a . / / �a /9 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. lyx rr'�� qua ee, °�T o. :. /, / \�tvr p�0 LEGEND: • •/' .� • ;' ."/�by �!T% \ I A,',' C � lr /� O / T.C. - TOP OF CURB ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING a / . A . .••' \ • J * '�i, �O. % x , T.A. - TOP OF A512ALT • • e �,a ^ # \ / / � 'I �� ''Vp (� "`, // x� \ xy,Z / \ � ELEVA ON .0' EXCEPT A5 NOTED ON DRAWING / T.G. - TOP OF DRAINAGE INLET 0 TEST HOLE DATA ELEVATION 11.5' • ` , s,,,,,,,,,;,,,,,,,,;,;,,,,,,,,;,,,,,;,, ,,,,,,, /�/�\/ J 0 (TEST HOLE DUG BY BALD GEOSCIENCE ON JUNE 8, 2007) qp ,;:,i•' -' ��N/ . � '�' ' OJ• / / � � � ` \ I * 9 h O T.W. - TOP OF RETAINING WALL �'F . ' e ✓ id �.1 O' d1:i?v$ifil'i141($:i:T;IT.':4;:41): di Si: S�11'r:1%Jz!";iiF4EFicir:Pi... O (/\ Me.yam• ^ ¢_ e' e. ELEVATION 12.5' TYP. ,� " \O a ° '^� \ / ® - A/C CONDENSER UNITS n / • /�A �' ,ef � \ / . . . Nl.m SAND,ND LavA ' ' '. ' / � / \ e O � C p � �xJ � •, •, 14 - PROVIDED PARKING STALLS 00 �„ ;Vip 8 1` : ✓V 00� \O\ s,.Tr SAND IN 3 - BANKED PARKING STALLS Ac° / 3 x� # / �+� DRIVE UP WINDOW STACKING PARKING STALLS e T d e Ae • _• 4 • �5 I / �}• 1 '1 .µE CIONN ME SWO eF a I eI •y/ a /� f!- ny J.J.25 % 6. EL 34 e.t' • d , p� e > • •v E �• ,• /� b 00 °O00 E y "MR w FAIz IMOMN ME we eP e ' O + e �^UTy,, � ` • ` • ♦e,• • + A • e I'• a�j' a-'evy,f'a,7/1 ?/� aEx s. OOO°O O „'' ,#4",' 0O O/ f \ ,AP P \ \ -fp Gz 0 °o° �7 a e CG 9. 9 -4O vJ O -dA 17 A qt'. � \'�'•o. e° A, L' , r p y� y •p yyyy y .s'7.3y ,` ^"d' �t `o /. ' r /, �D'J e e !' ,{• �+ ?J�• O 9'� OO \ \ I1 e ° ygyyyy � yyyy yy ° e •. /a� S,,o o° L>'� 9� d' r• ,f� �.V�'�t'F' ;,i�7,J Q \^M Te- 00 \ 1 ,�A °° I O/ / xA"1 F�'� y / ®y 'H'°'ay y ° --(NV 00 xLu . , ' d o° ' +� ' r'• /'/ �y4.. � '. , : f, ' "y�h � ��X•/��,,,.>a °O � \ „T!''rU o ° I / / I x ° o 'n.e \ y � y yyy y y 46.091 0 x X0 / , :' i .. • ' a0' e '• ', 'Iljk Q ®® .O,�/�/bp.�, '� OO / `S` \ O e / / I O y a y y0 y e ': e`M� / • r •� ° `Y • / �4 - X11 1 / /� y• ,,m,4A(F'.' 4Jam'§ E%ISTIN6 BUILDIN65 a 9TR1GNRE5 4 "- TO BE REMOVED x:oe yy y y y�'y1 y y0yyyyy yy y yyy JyyL A5i 9 e • ,Ya ' ,i � , hry0 ; yo , i 4 • YJ ��, ♦ry #•/ -� lY' Q ©, ° xA i I x&3 15 at tI,o. ° x\ yQ / � \ y yam/ y 0 © x \\ y 4i fLy. x A \ *may y y y y w ;`�� e e" qti e yx+yly yy yyy y EM' - - �8 x•� A WFa Fob T x t� b ,,b' y y y Q � aT* 33�op� TYPE PLANTING DATA SIZE QUANTITY 0 sfx o� yQ y W y y y y y . ©y . y x�,z �>< PARKING REQUIREMENTS TOTAL BUILDING AREA 15.347 aq. 1}. y TOTAL BUILDING AREA MINUS -8,461 sq. ft. Z5� KG's a y y S;7y y7y y Q ,yd' REST ROOMS, STAIRS, UTILITY SUGAR MAPLE "±C° y y y . y NQ ROOMS, HALLS. ELEVATOR k WALLS 2-1/2" - 3 1/2" 7 Q,'S J y �� AREA USED FOR PARKING -2,359 coq. ft. 0 40'0" D.C. MAX. DIA. t �'y� 5, � J• x� SF3 � y y� y y �' BANK BUILDING EASTERN PED CEDAR �- 60, q y b AREA USED FOR PARKING -6,122 Eq. 1t. �1' OFFICE BUILDING (JUNIPERUS VIRGINIANA) 5'-0• - e'-0' 101 O•SO• PARKING REQUIRED O 8'-0" O.C. MIN. HIGH ,spy o` x yN � BUILDING AREA O ONE STALL a yeti. N . x PER 100 coq. It. OF FLOOR AREA El (TA%US MEDIA HICKS) 12'-0" - 16'-0" 109 HC PARKING REQUIRED FOR TOTAL-115 STALLS BUILDING AREA MINUS REST ROOMS. HICK'S YEW O 4'-0 O.C. MIN. DIA. SSh �e A' STAIRS, UTILITY ROOMS, HALLS, WALLS �00 eq.ELEVTOR 0 ft, OF FLOOR NE STALL AREAFOR ANDORRA JUNIPER (JUNIPERUS 12" - 16" 111 ,S**Oyf � � BANKING BUILDNGRED 2359/100 23,59 STALLS O HORIZONTALIS PLUMOSA) DIA. IH-yy O 4'-D" O.C. MIN. cH PARKING REQUIRED FOR 61,22 STALLS rl OFFICE BUILDING REQUIRED 100 �I SITE PLAN & PLANTING PLAN DESIGN TOTAL PARKING REDUIRED BS STALLS BEARBERRY 12" (APPROX.) 76 0PARKING STALLS PROVIDED- 79 STALLS 2'- " D.C.LMI UVAIURSI) DIA. • 2 -0 O.C. MIN. R.A. BANKED PARKING 7 STALLS James V. DeLucca ^ TOTAL PARKING (PROVIDED t BANKED)- 6fi STALLS NOTE: y GROUND COVER BY PACHYSANDRA y y y y (PASCHYSANORA TERMINALIS) ED AR UNAUTHORIZED ALTEAATION OR ADDRION TO THIS CEN OF / PREPARED IN ACCORDANCE WI1H THE MINIMUM BECTON 71009 OG THE NEWTIWNtK ON STATE Nathan Taft Corwin III J Q� q) STANDARD' FGR"TRLE SURVEYS ABUSHED EDUCATION AW. BY THE LI.ALS. AND APP D FOR SUCH USE W TH MRNCOPIES OF THIS SURVEY MAP NOT BEARING P TOLE ASSOCIATION. THE BYO THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor �i DR Coo.R'a.UpF7 CO �'F TO BBE A VALID TROSSED SEAL UE COPY.NOT BE CONSIDERED do _ QP CERPRGTIONS INOUTED HEREON SHALL RUN f -- ONLY TO THE PERSON FOR WHOM THE SURVEY 'STENO. 02365h y0 / * * MILE COMPANY GOhRNMENT ND ON HIS ,AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout OF IN . : LENDING INSMUTION USTED HEREON, AND To THE ASSIGNEES OF THE LENDING INSII- PHONE (631)727-2090 Fax (631)727-1727 TUHON. CERRFICATONS AAE NOT TRANSFERABLE. ( ) C(EA,, UU9b= OFFICES LOCATED AT MAILING ADDRESS •a� THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P 0. Box 1971 LAND o. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 t '1rl_ -- ' APP, 1 '1 2008 200 ' RADIUS MAP SIT UA TE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 S.C. TAX No. 1000- 122-03-02 S.C. TAX No. 1000- 122-03-5. 1 S.C. TAX No. 1000- 122-03- 17 SCALE 1 "=30' JULY 12, 2006 DECEMBER 22, 2005 ADDED SITE PLAN a JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY Y' AUGUST 27, 2007 ADDED SITE PLAN OCTOBER 19, 2007 ADDED DRAINAGE & SEWER JANUARY FE 4, 200a FEBRUARY 29,R2008DAS REVISEDR SITESDOT LETTER PLAN pA� X / APRIL 2, 2008 REVISED SITE PLAN / AREA DATA 0TH / / // // \\ S.C. TAX No. 10,140 sq. ff. / o^„ / / / \\ 1000-122-03-1.2 0.233 GO. 1000-122— 13ff. 03-02 0306 Go �, / \\\ S.C. TAX No. 40,618 sq. ft. / \\ 1000-122-03-5.1 0.932 ac. S.C. TAX No. 20,038 sq. ff. 1000-122-03-17 0.460 Go / L \ TOTAL ,14 sq. f . 1.931 ac. NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM `F- - NG ELEVATIONS ARE SHOWN THUS: PSD / OFFL L ,r / \ FIRST FLOOR ' \\ GARAGE 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN Q) \\ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 40. V A \\ \\ +4'�wM,a \\\ TEST HOLE DATA N4, (TEST HOLE DUG BY M?DONALD GE(SCIoENCE ON JUNE 8, 2007) MINED No AND LOAM dg>'� w 'yy\ obOjNd,A1yF '4y \ue \ \\ \p+�-p \�,. \ enowx sLtt snuo su NIKO PATE BPOWN FINE SAND SP W / ; et,�, i j A4�\ ,/ \ z6�00, � � � /• ——— \ M / / / \ / \ / \ WATER IN PAI£ 9flGNN RNE EANo SP 00, "Mk -tp, GG \ °L<Ojo� 4e ''C� \ / \ \ \ °`PI 1 33\ / " �s yp'o 1 °b� d" �� / '' o`t >'�� .✓ v�` S o, '?Deco '• � \ \\ Ir�'v� \\ \\ \` II I � I ,v / ,,,, ^y1P �`" \ II .FP� � // ,,9 � a+e. � �'?°, +;s `%^�` `°Hc "� q'°y� \ d1r�\ �U'°• �a' d I II '41,,, // / \I CERTIFIED T0: CHICAGO TITLE INSURANCE COMPANY I / a HSBC MORTGAGE CORP. U.S.A. d1� I ) \ A,4,''� ;A 'oy ,.4^a✓ // yf \ / / I I // / s KIERNAN MOONEY,J I BRENDAN MOONEY / it , fry46. / I 1p / M1 5IP 2• wAY'a� s \ // � r>� f.�GJSle' \ Xm \\ 'Ps `�� ♦ Tye .� / \ "9y Q� 8 / \ � �1` „fru F,✓' eLl / Vt a SeA 8 / \\ Cpl. C 4gy.e 0IP / a 7 a / \\ b z NOUSP \c / 41 / / ♦ / o 04I / \\\ �y APR 1 4 2008 \\ a° UNAUTHORIZED ALTERATION OR ADDITION TO THIS ' IS " VIDLATIGN OF Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 7209 OF THE NEW YORK STATE STANDARDS FOR TITLE sU ESTABLISHED EDUCATIONN I-AXUW, BY THE USE. AN DO IED LAN FOR SUCH USE LAND COPIES OF THIS SURMAP NOT BEARING TITLE ASSOCIAII C OR THE LAND SURVEYOR'S'S INSEAL Land Surveyor c� ZpFT O EMBOSSED BELL SHALL NOT BE CONSIDERED �p TO BE A VAMD TRUE COPY A CERTIFICATIONS INDICATED HEREON SHALL RUN 'X ONLY TO THE PERSON T PREPARED. ANDON HIS BEHALF HE BURNEY SETO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI PHONE 631 727-2090 Fox 63 - Q� TUTION. CERDFICAhONS ARE NOT TRANSFERABLE. I ) 1)727-1727 50461 OFFICES LOCATED AT MAILING ADDRESS THE OREXIEASEMTENCEENTS NT RIGHT EC WAYS ��gNpgU I AND/OR EASEMENTS Oi RECORD, IF 322 AD, New AVENUE P.O. Bax 1931 Ic. No 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RNERHEAD, New York 11901 Riverhead, Now York 11901-0965 24-255F2 II 200 ' RADIUS MAP SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 S.C. TAX No. 1000- 122-03-02 S.C. TAX No. 1000- 122-03-5. 1 S.C. TAX No. 1000- 122-03- 17 SCALE 1 "=30' JULY 12, 2006 DECEMBER 22, 2005 ADDED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY AUGUST 27, 2007 ADDED SITE PLAN OCTOBER 19, 2007 ADDED DRAINAGE & SEWER JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER - . FEBRUARY 29, 2008 REVISED SITE PIAN APRIL 2, 2008 REVISED SITE PLAN \ - - - - - - - -°� _ \ \ V °p3 \ \ AREA DATA 4/\ / S.C. TAX No. 10,140 sq. ft. 1000-122-03-1.2 0.233 Co. 04\39 .3 ,� /!, >'� T' - S.C. TAX No. 13,346 sq. ft. / /0. A / / 1000-122-03-02 0.306 do. °S k/ �'c,,, •// / S.C. TAX No. 40.618 sq. ft. / 4/ / / .,;�,• � 1000-122-03-5.1 0.932 Co. / 4 / S.C. TAX No. 20,038 sq. ft. \3� // / �' \ 1000-122-03-17 0.460 do. / / �+ / / / 84,1sq. °O° ' \\� 1.9.9 31 ac.. // v 01 10 / 4O /i' NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: za FFL - FIRST FLOOR GFL - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G °L,P ZONE XA: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. / F• // / //� / \\ ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. a/ / 00 ° 15 / °s� 0O y TEST HOLE DATA // y^ 'j �/ / \\ (TEST HOLE DUG BY MCOONALO GEOSCIENCE ON JUNE 8, 2007) / r ,r' es \ � ,� e, >>�� s OO \ . � uam swo Arv0 InAu -.OWN slm SAND su 1140. \ s. // ��^ i / � %' •ry`` \\ mf A` ' `rv'Z \ \\ 'F '✓ \ PAI£ 6PGWH FINE E SAND E / YJ' V ,dfi CERTIFIED TO: 100 \ \ \ / \ CHICAGO TITLE INSURANCE COMPANY °Op \ HSBC MORTGAGE CORP. (U.S.A.) 119/ k / / �•''':b. \ ,r ' KIERNAN M OONEY s/G \IP /22` \\ BREN AN MOON Y WATER IN PNE BROWN FINE SAND SIP°sem / ,<°,>9 'u / *o�roGy+, \-U; 1 \ '\ '•r 1 OQ d,T9'SpF` N �SgRy[�. s- .a� / /' \�� --- / \\ \�' 11 ,T• / / 'O 9 ' °°' ♦ LOT OWNERSHIP DATA O ter; 1s'0 S.C. TAX No. OWNERS NAME & ADDRESS END OF THE ROAD LLC 1000-122-03-1.2 PO BOX 731 70 \ EAST MARION, NY 11939 00, ALAN CARDINALE 1000-122-03-1.4 PO BOX 77 / / _ •o // \ \ / I ye`2 `t`/° \\ MATTITUCK, NY 11952 00 // /2 �. \ \ ' .�a++ / I \ 4 1 S6 \ END OF THE ROAD LLC / I w- ,�' `'l- \ PO BOX 731 /� / I 1000-122-03-02 Nip 0c I '0°0 ,4 �d' a'' ';r' * , .ept4�,?s s, I\ / \ \\ \\ I 11 \ ,...„ f6•e e„AcfT 2U^' \\ MARION, a6 Jy4, 1 ENDFI 9 HE ROADLLC 4�0 i"a 4s@.. qPi.� °ooh /s�i 4q, 'Ho FP \ IO00 � \\ \\ \\ �a II I \ / �„ O' ZO I ',�jT`k, \ 1000-122-03-5.1 PO BOX 731 2 g fid . �,. +°y� /moo \ \ I / EAST MARION, NY 11939 1 /O 4G / >7� !N. * ' ?. "' '1?�b ,. e� 'D9 \ 03 '' ' \ u I I I 1 SIX KINGS, LLC 1000-122-03-06 2290 DEEP HOLE ROAD MATTITUCK, NY 11952 %o.F I i /O ,d,,, I46 I 240 LANG CO., LLC 391i 1000-122-03-07 240 JERICHO TURNPIKE SYOSEET, NY 11791 F zy4y, i� � . - --� I R,Pf/ / / I 1 03\ // I \ n / s --,2 s , e R l IAA '•� / MAYNARD PALMER �oqt 6% W 4 .dP l I / I \\ / / 1000-122-03-16 RD BOX 651NY 11952 70001 I END OF THE ROAD LLC \ 9f 3 o '1' df p I P00 �_—�/ I I �/ / // /d I 1000-122-03-17 PO BOX 731 /22\ _ 1 I / "'°' / / �`p I EAST MARION, NY 11939 01` m19 1 STEPHANIE RUGGLES & KEVIN BEASLEY \ / 1 \ _ „''` uN�\\ y�+•*,�7 / ��O" // I 1000-122-03-18 PO BOX 832 hyNp MATTITUCK, NY 11952 DONIELLE CARDINALE MCKINNON 1000-122-03-19 1 JAMES CREEK LANDING /80 "P. „�6y / I + z� n \ �,�\\\ // / / MATTITUCK, NY 11952 ♦ pyo �� 2' g�� \ // �,� \; _ 7 ROY A. AND JOANNE K. SCHLEIN / / 1000-122-03-20 PO BOX 1498 N. �n �N�S' R �y �f4 \ \ _ 000, / SOUTHOLD, NY 11971 a \\ °o ° 6 A� HS6 �/ �'// i ',J a� 41' /?�� 3 / 30?ISLAW AND KELL AVENUE MIKOLAJC2YK O 7000-122-03-21 '°� \\♦ a �, bh o- 0=- -- -- ¢��/ \ x,1°54° 10 // STATEN ISLAND, NY 10314 °NN c7 rO' 6 .''' \'S.. M1 h0N ta° a p / 10 / FRANK AND ROSEMARIE MILOWSKI \ 4G °W r 1 „z2 / \\ !19%V` 7000-122-03-22 PO BOX 456 \♦ lo PO °17000 N �o� .� � ° / MATTITUCK, NY 11952 \ \/ �4'cy, O i� / JAMES AND CHRISTINA ROACHE \ 22 r,40 o / / 1000-122-03-23 PO BOX 310 \ \ `030 ` 14360. m, Zb6° °00\/� // MATTITUCK, NY 11952 r� ♦ 6 2.0 EDWARD AND BEATRICE SAWICKI \ / 1000-141-04-39, 1 PO BOX 411 ,,7 ♦ 'd'' �/ // MATTITUCK, NY 11952 MARK AND JILL DESANTIS ♦\ 010 // 1000-141-04-39.3 11875 MAIN ROAD \\ % NOOSf // MATTITUCK, NY 11952 dD DONALD AND PATRICIA FEILER N, 1000-141-04-40 100 OLD LUNY LANE /0 \ 00` / 11952 ♦\ ANDREW C. FOHRKOLB 03 / 1000-141-04-41 PO BOX 106 22 / MATTITUCK, NY 11952 \ / JOHN F. DEREEDER / 1000-141-04-42 PO BOX 1322 \\ // MATTITUCK, NY 11952 FRANCIS AND CHRYSTYNA KESTLER \ y 1000-742-02-16 40 WEST MORELAND DRIVE SHELTER ISLAND HEIGHTS, NY 11965 IO00, `�� // 1000-142-02-17 ATT ENTERPRISES, INC. ATTENTION: PETER KOPKE 12 � � // 3000 MARCUS AVENUE x`03 / LAKE SUCCESS, NY 11042 \� D R. WOODHULL /Op 1000-142-02-18 PO BOX258 \\ °.l MATTITUCK, NY 11952 �\ 22\0 / 3 / UNAUTHORIZED ALTERATION OR ADDITION TO THIS ON OF PREPARED IN ACCORDANCE WITH THE MINIMUM SECTON 72°9 FSTHEVNEWIOLAnYORK STATE Nathan Taft Corwin iii STANDARDS FOR TRUE SURVEYS AS ESTABLISHED EDUCATION LAW. BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE IAND COPIES OF THIS SURVEY MAP NOT BEARING TITLE ASSOCIATION _„ - THE LAND SURVEYOR'S INKED SEAL OR -, , EMBOSSED SEAL SHALL NOT BE CONSIDERED nSurveyor TO BE A VAUD TRUE COM. CERTIFICATIONS INDICATED HEREON SHALT RUN ONLY TO THE PERSON FOR WHOM THE SURVEY �.L S PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site PIONS - CoD9[NC[IOD Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND Y Y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSR- PHONE (631)727-2090 Fox (631)727-1727 TUDON. CERTIFICATIONS ARE NOT TRANSFERABLE. ) I lW OFFICES LOCATED AT MAILING ADDRESS ELI 'S THE EXISTENCE OF RIGHT EC WAYS 322 ROANOKE AVENUE P.O. Box 1931 1• t`f; AND, N EASEMENTS OF RECORD, IF RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 L,FJD`L}.yy Lia No. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. 24-255F2 4j-6 ° TYPE "'A" PAVEMENT SPECIFICATION SITUATED AT 1,uPlree:AM, agMPACTEpP(N.Y.SHALT TD.O.T.OP ETYIPCG 51�FjBEMATTITUCK {Iyalr+( T DENSE BINDER COURSE COMPACTED / � 1•' / (RECYCLED ECAN'RE7{ N.Y.S.D.O.T.) TOWN OF SOUTHOLD CT low PREMISES - •q ,} I T+ •'dr, , ` : • •/+ 6" SUD.OAS TYPE 1011 MATERIAL) e (N SUB.BASE COMPACTED SUFFOLK COUNTY NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 NAG :, of ' . '' '�' • } ° " � ; S.C. TAX No. 1000- 122-03-02 a / r,• /2' R S.C. TAX No. 1000- 122-03-5. 1 'fa x OZ �.h / ' ' . •Y' ' / / I 11", ASPHALT TOP WEARING I S.C. TAX No. 1000- 122-03- 17 E IEMOH(MRwIE .� •I _ / y• ?4 • 'y , �1. + , COURSE / '• 'A , •' .q / / t,PQ^Y te, }' Ir RECYCLED CONCRETE JULY CAL 1211'2006 (P 5 DENSE BINDER COURSE / ../• < I y`• ' DECEMBER 22, 200e ADDED SITE PLAN KEY MAP / ( ' // 6 BUB-BASE t. JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY jz / / r " •• • F-- 9" OCTOBER 19AUGUST , 2007 GADDED DRAINAGE E PLAN SEWER SCALE 1 "=600' C25)MPSTEF2 EFfGI aSURTc / R4 • _ 27, 1T••�•� II11pp;U� ��AA//l`',- �,• ,�y.� / ti� /. ! _ 3E 500 PBI. CONCRETE , ,r.�...�"• L/Q V,4+1. FYI .IRT 4 "11 r+rJ. / f :'i' r '4, .• ,r • _ _ - • 1 ` JANUARY 24. 2008 REVISED AS PER NYSOOT LETTER • ' _ N FEBRUARY 29, 2008 REVISED SITE PIAN <• TYPE A 1 ..\ ,5 APRIL 9, 2006 REVISED SITE PLAN �' APRIL 2, 2008 REVISED SITE PLAN APRIL/ r` '' - �•' ! PAVEMENT AND CONCRETE CURB DETAIL , } ZrJ�B •' !*pry •.. :e/ / -'�/ •A'` . % /,'. • (not to ec&le) t / / :•' .° T _ AREA DATA i;;�)I' • / / - 1... ,o-...-:..,Y'.:.=^ 10,140 sq. ft. S.C. TAX No. y tAFkv�e A A .. •. , {, . . ,i __ aa"s' ' '- 1000-122-03-1.2 0.233 cc. ` � / / % / / %j < ' , ' TYPE ""B' PAVEMENT SPECIFICATION ' S.C. TAX No.-0 13,0.3 aq. ft. 1000-122-03-02 0.306 cc. / 3' BLUE STONE GRAVEL WEARING / „$g , ,/•, • . ° ,• / o. COURSE COMPACTED _ _ . .__. ,- S000T 1'22N 03-5.1 40,618 . f1. " 4T0/BIOr _ / '`,' / •'.v / p1' '-S' YC�DEPSE�ILED ONCRRMW COONS ETE MO.TP) - . . nLY co.. .. / ac S.C. Tax Na. 20,038 E ft. ABVN/ . L - A /' •• • '� _6t'iP 1011 SUB-BASE BA A•) q• �SyD Ate' _ t000-ixx-os-n 0.480 DE. (N.Y S D.O,TS) TYPE P101EOMATERIAL) L. . . _ �, ;I't ' ',• d ' :•,I. . � .�9 / \� � TOTAL 84,142 1 931 Oeft. u " t '' M, •P ' r ,19 3" BTUE STONE GRAVEL '1¢•/71•ver Rad T \ , Y P • ` .a /j! -7 WEARING COURSE NOTES: �"DOO'a EAaIKt `� " , ` ' !' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ? ,: - S.ILYPWA+I/A•$pAq(8 - '6`• " "•6 ' !• RECYCLED CONCRETE EXISTING ELEVATIONS ARE SHOWN THUS: 209 T _ ii7hAldd fi r- ! 'f'' • q� EX - FlRSf FLOOR F ' . . QrII�At 1Cw177rffiasfi , .. , ' 4 •T'. `7q,. 1e• ;"p ^ r " 5" DENSE BINDER COURSE a.Fl - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROW +'�" (�?`~• .'• /` T'4' „ FLOOD INSURANCE RATE MAP No, 36103CO481 G d..' • • dos' 4� fi SUB-BASE . • �, - /• • .! „A." 1y9 ,A5 r - ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE u `+ ° , .'•'• j ,' / S I !. „� DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN A+anS/ae ' /A�O.� I>. OrAVBfI9 t1w{pFy a <,• ;' 1� S 3, 500 PSI. CONCRETE SITE DATA: 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ��p, LBi,Lb'L/f%;•. . - +r •P' • ^ ,. . • , d. b• / \ �S ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. TOTAL LOT AREA 64,142 30. FT. . yy `''• ` 'f'Iv/ 'R l` / + - ° i° '•' 'Yy0' 1,-4 ' " •NFO / \ 1 "Va TYPE "BM TOTAL ASP14ALT PARKING AREA-41,%40 SQ. FT. 3, SEPTIC SYSTEM STRUCTURES SHOWN; ,+,' '• •A +° #R^/ / F ° PAVEMENT AND CONCRETE CURB DETAIL TOTAL OTAL ROOF AREEWALKAREA-2.300 AREA 9000 SQ. FT. 95L 14W '' < /,4 /•' / \\ TOTAL LANDSCAPED AREA PROVIDED-30.3TOTAL LANDSCAPED AREA REO-0-35%%2 305579 SQ7 ' �• ! p1�'P`y/ yyQ y ( ,) PROPOSED EXPANSION POOL L - L •, •• Ham \ U " `� (not t0 scale) TOTAL LANDSCAPED AREA PROVIDED 44.311 (37,294 S0. FT.) AREA INCLUDING THE FOLLOWING SITE ,a1�' x \ 'k '1i ROAD ACCESS AND PEDESTRIAN WAYS \ r \ °' j df MINIMUM SIDE YARD PERMITTED 25' PROPOSED LEACHING POOL 4 & 6 HIQH VINYL CLAD CRAW. LIMIG. RHNCE' as� gy ;,''`tP •; r.' yy} d1' AVA/ v o� •" " I ''. /" • • , / /��♦ a' \ \ �+P �p'� PROVIDED SIDE YARD 17.4' loot to sa•Ar) AMT? AT TOP 1w FppN TP % /, •• °• ( `\ 9♦ \ \ A+ A?e MINIMUM TOTAL SIDE YARD PERMITTED-00' oP 9a6,rAYN1,w14 wgLl '.° 'k '' . •v . °" + ' y • xJ� ♦ � r \ \ 9 Y PROVIDED TOTAL SIDE YARD 00.9' O MAXIMUM BUILDING HEIGHT PERMITTED-35' • r,(^+ •° I° ` • .;' • • •+ "• i\ ♦\� \ # x 'A' \ \ r ry A PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) O PROPOSED SEPTIC TANK ., •; ♦` \ a.t MINIMUM FRONT YARD PERMITTED 32.5 IE ,A^ ,, . \ PROVIDE FRONT YARD 62.0' (OFFICE BUIIDINC) 01' (HUDSON DANK) • � LOT COVERAGE PERMITTED-30X 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ,', y / / ♦\ \ �1, x �/ \ry R'w• LOT COVERAGE PROVIDED 15.ex OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. G\%F \ \ A�1•EC 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA / (EXCLUDING ROOF OVERHANGS) •° ^ j, , • d r/ * \\ / \ Qiu 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA i•B' y �: '�••'•' •A � •' / i~„ l \\ 'M' �. \ Q\r (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) 84. �' 4 d '• ' ' K $' ; • / x < <�1�`\ \ / �7 ` �•• / / \ e dP 6. TOTAL LANDSCAPING AREA = 28,642 sq. f6 OR 34.04% OF LOT AREA ,'e ` ' •. .. t{ �y� y �, ``\�' `\ / h - •"�T / I 4 (INCLUDING BUFFER AREA) } 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND Ae?� ✓` •, �i y\P ♦ ` �/ \' . ;,7 ' " •• S \ a REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. • •� J /� \ }•;:i;ver. ♦A / '71 a \ , .. ., v \♦�!. ` // ♦ ,':.;""•�'Ee �ri•. , xlIIb 1 / x �'•� �g 7 , ' R ' . ' D V A da ♦ // �70Qo LEGEND. •f • •i �• \' ' 1✓L !• R)"' I "+(i•l,�i, :,1•P v "''�'!.I+k:F+: / / T.C. - TOP OP CURB :!. .,/b r ,/ r .( ''•T('Fr..'•n,,.v,. ., ;v'•;:::+ ^+ \ x ELEVATION 12,5' EXCEPT AS NOTED ON DRAWING ,[ EFA' ¢ • I , '" S�' Y •Ill' \P. Q• rI L 'O. x �w •ii.'liCf:' 5::�: ?dvG y'''::: ,%/ �x/' T.A. - TOP OF N 12.0'T q '. '� ; . ,•� re �c. i r •`:}:!��•�,'�; ::••ni'rY.f:; :..:; ?,':.•'ry',;�i.•1R;:.'R'1'''4 ::: '!b•: x ,na3 / � � ELEVATION 12.0' EXCEPT A9 NOTED ON DRAWING �y� �q� 1 •O. v .-- r ; "v):iyr�ihti�•'pT :%`Y..:":'J`,:4�..5'.l \ til +( ".'" •y ,,g Y', , . 'i' /• i '• :v: l;:.a",'!+'+'v'+i Y+:viv ;i;;;iil: ?I!".'v^' ` �ry / �\ / T.G. - TOP OF DRAINAGE INLET \ TEST HOLE DATA ELEVATION 11a• ... : ,:';:. ':ii - \ \0 (TEST HOLE DUG BY Ne00NAL0 GEOSCIENCE ON JUNE 6, 2007) �1` ,,¢#` • e .+•l' n / \\El '/ X2.1 Py✓✓ ♦ i`i.;:J.,....!} i!v'Y'++++I}'?G!C ,::.. . . ... ..... \ \% / y T.W. - TDP OF RETAINING WALL _ A '1 r Y ": { •• '`++•• �O / (/\ 11 I '� a xa' a� ELEVATION 12.0' 7YP. '1R1. � ' \ ¢' O x / 'S.T,.. .y, �F.;i• 7FtY:;,: .:v..ai::,?r'i:}�v.i!'{i+i��i• ',�' \®• ",• 1'V' I a •' : k •� , yi�' C r'b. ^r2 es S•c� yr / \�� " , (( .i':n:;i: ::v.F:: :':i(i .: ::.':vx:::,:.� . I / •fT Q. / I''"":'ilJ!(ri'ili):I' ��' �/ d • - A/C CONDENSER UNITS 'li'irJJ'rh)A::;v!i,.: :,"'. 't! `. ':i'r'is C $i.lr:?I!!iA'r:i!i?v+v, / ,R I \4 / ' , • , . wF9 wo wm taw i''rr r""r" y 14 - PROVIDED PARKING STALLS / • l ..l.{v.x, .0 ''.' . :'�,^};.4'i; i;i;rii"Y y k `'F• / , , : • a ' , / x � � i< .nr�?ij�:G'' ,.:'::.�i:il iii+i4.�� .��i. �•. . ... •. �" :' /' � �QY � @\ � � ♦` I(;vtvey.;vin.:��y /.j. '+�' .Y•n ' � \O\' N \ I / 4 � FROMx an swo w �2 j - BANNED PARKING STALLS , ' .., _ • q °[i; ,Tib . ..,,... ' , / , ' • . . C{, / •• "• k !d::' ':i.ww"•` • :::,1"•.•••••••':• // ,far I � � •''••" ,:.:I DRIVE UP WINDOW STACKING PARKING STALLS . •1 r • Zp� , , d / O i!� .: .. .. : ':I.'�'r 94"ii��l.,y.:i:::x.�r '! ��'® A' / IFP' •� ' •( :.• .ut E,nxw rwE awau •° °• '/ l .� /0� q I nll�vrvi {.Fl;:�:�;:�:vl. r.n;:..pIP:' '® // I I bE'J ".s•.o-, 'r( '� „ ... • .l `� • / ° �° / 1f r �q,JZ7 , +' r:'?/;•wv 'i5ii[i91'b l�:''I:i;'':nn' :I:a:: ::):.:r: , • X I tl' .� 1.: •°• . , , • ` 4 < '� �r• " / bFO / x ' /�. s o(? \`\\` \ 'I':1,:'''f X.v;r... ° i •'.. ,. ••�• ° % 4,. 101MIN AA \�... I \ < Y, • / •�,` I�I \ x21 ♦♦ !o I P-9z /V" .f' O '�,r y ,�A Yx411 M M,E E,IDWH FIXE TWD !P ' •• . A.• �-m 'r / {q \\ ... ... ,.1, ° \ ♦�♦ r /? F 'I'G',4+ �G; 4ty 4i,' ,' "„','''''; e@ . ., .� � °as r4r SEWAGE DISPOSAL SYSTEM CALCULATIONS Y . ' / v..: ...[::;}:":F%..LIII,L"'v' 44Px 1 \ ,!' ♦ \ O C r ,T. ° , ,) • ' •• / 3 .....iR p...,... !',;.. .•+ : ♦ ♦ / G .1+ (GROUND WATER MANAGEMENT ZONE IV) •P' L�' "ry(1• \ Io, w `♦` I 1 / �Ls 'Kd 1, ALLOWABLE gE510N FLOW a 600 GPD/ac. x 1.931 EE. 1,150.0 Y ,.'e / •C�:i}1F'.d:iri:.[:zii:': / \ \ `\ 1 z •^11 g��Lr l,,,V ' +, .iiY�°,FH4):iL.:';.:<[ryl((:' r ♦♦ 7x ,F •! �.....�................. x^ ::::!.:.'• r:. O \ I ,P \ �,,, rO 2. CALCULATION DESIGN ARE FLOW (NON-MEDICAL OFFICE SPACE) '•^:Ic.icdn{•;:::v: ':.:e:Fi..,.. ,'..�[i%•,. dj � � yy .A • •, , 4R 4� �y ...........':::�:.ii7,...n, , .v- :.:..:..:...:':::i..!.;;..7,,•'..,..:"' \ 1 �v \ `1yy ♦♦ / x1L3 ^g. TOTAL AnLDI ARE AS F 13,22 4' :, d . . . '• , . . r .'•'.' S A x ..... :l.: `..;:... .�,..•..�..,. ;, �. � r ":." � TOTAL BUILDING AREA . 13,228 •q. i}. JEs ... y, "b . . ... ,: ,• , ',a•, " .✓ ' Y': � ^ =• ..VC 17:�::"::::I:.•I„�!'7r'J;:'. ;"�iJ'�a;..,.....; .q:..:?q•r',•I�� .:x'71.:'::::6 'E � ti A , SEPnO SYSTEM 1 • ° . .. -.yr,.,. 9q : . + \ 4l \\ I/j ♦ ♦ I r 3.244 •q. T}, of K 0.06 OPD/d = U4 GPO cac� `�':. y.: : . .•.. ..'. �� • i [O .... ........ ....:..ri : .�.,i.i.),' �?�.L:r:n'nl.!.;::.;..:.., :r: . . � a b\ T' � [D / ♦♦`♦ � c / / / SEPTIC SYSTEM F2 y ., ' " 7� a� yP 03 '::::r G..;..,;.•,!. .. .. ; ;,6 y. ��6:... ....:%:!'•!F,^:i9.'•:.. /x� S`/y `♦ ,? , 9.862 !q. If. of z 0.06 GPD/•F n 599 CPO r " ,y ♦yA x ,T :.v.nv..;.,,.xr. . .:,'rr ..... . ..:...� � 1 r % / Q rD,' o, ; x TOTAL FLOW `p� , ° L. tr,'. 0J`` I1 • •:eyJi:ii::iini•}!i!.'J'�)+ ,( x 'n'tliailyi};{.y ''f• .. ' ' . . e . :'• � r': :,..{., rri:rr::::w ,:.::: .� � r I � I � ° 124 01.0 + 599 Gro . 797 GPD y�/ ',74' '•" • , . ,,,. / • . rr ......e:; "...v..�i"::.1I; ....;l j:• n ?v. xJ.LTF ,\\ p RQ / I / , , •? '• y x ' , . ' . "'° ♦ •' .- ,;., nn.i$),r^ `A'"....i';\.;};"':';• 'IL.:."•' (if;+j. R' r / I SU? ' ,(( 3. SEPTIC TANK CAPACITY REQUIRED PER BUILDING !/� \ .:v.. �:n ,�j�� i M35.::% l..... n"L�iY,Y 1.LC ,N ,i x ♦ / / 6 to SEPTIC SYSTEM /1 ° ,• „' \ .... .....:. .•'Y Eh 7•:.Iy:.}::• :I:.. .. �.dA1''n ^poi vr:� / /, ♦. \ : 39• GPD �' e�° 194 oro K x . See , ;`.`° .. Y , , ,'4 ..• . \� ;;::• '+":illi"vl L�l.j,;j'r':.',i.,,". 9), ...:r.:::nafn;L,'II„;jq�,IJIJ,i:!I','''yvO�:I:+iL4:: :..' I�I::i'' / ]� //1 / �/ \Td .},d ♦`♦♦ �, ,,� • ' : W SEPTIC SYSTEM 2 •L ® ...,;5:.:.'ri!i'�!'�b9, r �,..v..v..'.V. y} 'i(''iA77i: wv ,,ELS w ...•." • y . . �. xW. " ' : .•. "• . /f ?� °)f ` :v... .;. .,./�{p'„':g::J�%!:i;:jI „��{;��; ��i civ::/!?vg;"rr::'f+'.:,.. - / `� / /i/ l \ ;` ♦'�♦♦ y 599 OPO y 2 �1,19B DEC yDt' .• q, ♦ r r D.' _ ,, <. ,.' ,E, /+ ^ , ` •, ,, ., ,•,,.,,,,.•, ',/ •fa.:.:. ,,p:yrc::`;,"'.;: '" ' • •+[:n ' / ,•T/fir/`1 EACH BUILDING PROPOSED (1) 1,500 GALLON SEPTIC TANK (0' DIAMETER x 4' LIQUID DEPTH) J' ` ` / r V.n� iy�...:"I.I. `:r ::::..... ':;.P, 'i A•Y': �-19•� / Ex19TIN9 BUILDINdS E OTRULTURCB } \ ' 6,'{f :;;i:ii[J];y; ;;1•^!^" „rr! �''i'�r'•: p 6 / .� � ex / a.A TOTAL TWO BUILDINGS PROPOSED (2) 1.600 GALLON SEPTIC TANKS •,` Ar" .( . � s;;p,n:.,,,n; ,.. ..v^•.r.. •.!�:.:.iA.nLv!v[ .; .".r' � / / F 70 Be REMOVED ':[q" 'n;•:;'s'rru' 'ari!�ii � 1l' ,,• / _ ', r '•n ,, "++vV/;, Yvi:il�'v:[;f5i!•r;•• '• 4 /x6A r, I p4 / / 4. LEACHING POOLS REQUIRED PER BUILDING . .,. �\Y .:,{:ilii xl. ,}+Rp'6'";f'�..n!.p•• :...r H / ].1 ,RL., 9 ! " r' ' •� /. * •:;,it,•'..,,6"..,::.;++v;.;'y'�:;I '::v ,.;,, .,,,,,,,, . ....... 4.v � ,/i � {yAc'JP�, -- MA%;MUM 500 GPD + 1.5 . 698 OPD/SF / ° ` �' �?r'"' ' .y "•:v^:T"''}ii+'- .a // 1 I / ,SIP// SIDE WALL LEACHING AREA ',4 • 4 . ♦ „n . ,.:.2f:1; ' J?,++ .••vnv?n,vr:x:ra :n):•':i' vF:E' �TA4 /r/ 6 EACH BUILDING PROPOSED 4 10' DIA. x 4' DEEP • 'f• + �'^. q ,gin \ . . ., ��:� . n}..v'. [?[r• b ,q ( ) ' • '° ♦ / -':,i:"}a}1i^+:' ''• !\[)Til!:;;;;SES;+•: Q` r I 1 INP„ I r\ TOTAL TWO POOLS IN G( SI10' NI AREA • "/'° 'd ' •.� , , " •( '.`,:,;;,•!.;M•6 .::."'"S) !P::: �'nr?":'::?pry,R^:' 4' (/��L•{♦/�1, ,4 b. TOTAL 7W0 BUILDING (e) f0' DIA. x 4 DEEP LEACHING POOLS ro�" ,y}>• ., •% ,• i!li',:'^')S!'iYlf' O / Q7 /, \ .lam /, ay. eb / ' 'ti /' !' "� • "$0 5 , , JYj !': :v'JIF a, q�{Q rr'�' / 9rl' f •ZC, " `♦ ''' ",'a",�., ;"" pl�' „ V, e, sy �� / / SEWAGE DISPOSAL SYSTEM CALCULATIONS BUILDING 1 & 2 ry / Aax E \ a * M1d r \4Q /9 41r ` (! Y )r x / / (NOT TO SCALE) x !F /, • \[ // /� I yy2 ,// \ I (x2➢d / / FAL 0. RaNWAY TPf CL FF11WW11gg ROMWAY ME C,I. RR4MWM�[ FI�•DNAR TYPE EI. FRMF So /, I R IB 0. y •"/ x\\\ / / ! CNMo(DIRECT PRWF) FlaN,IM OWE '. CPIEX QWMST FRDOFl rl% OWE MAR (INe{CI' PROOF) • /� ^` / /r Zi // mn. min.) •' mu. Hama REARING cprN1 9- - � � / � \\ • 4WEA9r IRON PIPE 1/4'^ -L �- �" .gip• ^' ♦ '/`/ 4 ,// "\ \ {! / ip".V' yd Ilnv. EL.]03 INV. k1 `1+' V^" :y eJ 4. ,� ♦.�♦♦ x /,/ \\ \\ x q o 1' _INV. a.F,E aw. eL Li q� I,� -D A' r CLEAN sN�D AND DRAVLl "w A /, e \ L / 14 DRAINAGE SYSTEM CALCULATIONS w \ ♦`\♦\ A. ///// •('• ` + \ '( NUMBER OF TRIBUTARIES = ONE e•-a' Du e-0 r ♦\� / / , / �• DRAINAGE AREA WITH 100x IMPERIOUS = 53,563 .q. /}, W min. r ASPHALT PAVEMENT, SIDEWALK, AND ROOF EACH DRAINAGE RINGS 10•-0" DIA .X = 30,9 RINGS 'I ,500 GALLON \`��L♦ ( /Of) 4'-0" IN DEPTH WILL PROVIDED SEPTIC: TANK N ♦♦ \A°l x� ,•r-s� 1736 Eq. f}. OF CAPACITY OF IMPERIOUS AREA (v l�j� a1 Nf8 �C♦ 5� 1,r/ -fl.�• i'j' Q,ED ,{ TOTAL NUMBER OF RINGS 10'-0" DIA. = 51 RINGS 4'-0" IN DEPTH REWIRED �•J .L�' O '1•A.,_. ♦♦♦\ ,�/ z ,((F•P� TOTAL NUMBER OF RINGS 10'-0" DIA. . 32 RINGS 4'-0" IN DEPTH PROVIDED ~BOTTOM El. Y-,y-� Q cM• 0'Q �y0 O GROUND WANK EL. 7.4' r , 1y �bh �b fY rry x air AOM \�0��eo (4) LEACHING POOLS b N b Q,?ao. aG.r ,9W $ S TYPICAL STORMWATER UNIT x25 e• P (NOT TO SCALE) \y+i �L �1 6 b3[�D� PARKING REQUIREMENTS {T' +IAjo <U p`A`� x� lr OAST eDRON INLET FRAME s cwER I(FLxKHArrt NeaBe TYPe De4p7 TOTAL BUILDING ABU 15,347 sq. f}. ,¢0 f,4c 0--1' O � ASPHALT OR GRANRL SURFACE ELEV. 11.5' TVP) TOTAL BUILDING AREA MINUS -6,451 •q. R. o-• REST ROOMS, STAIRS. UTILITY O ti e" THICK REINFORIED CONCRETE ROOMS, HALLS, ELEVATOR & WALLS 4R� s rte °�0 4S - TNRFlC BFANNG !LAW ( YP H-20) AREA USED FOR PARKING -2,359 .q, f1. i�1 s• pa N A�s 7O• b9) 12" CORRUG, PE DRAIN ^ BANK BUILDING �� h y'' t,{\• ,(L�' „$u�• O' Gh. PIPE OR APPROVED EQUAL AREA USED FOR PARKING ---5.122 !q. it. y OFFICE BUILDING �• �• o"►o oAR MIN •� PARKING REQUIRED UNITmo" 12' CORING. PE DRAIN p ° x PIPE QRAPPROVED EQUAL BUILDING AREA O ONE STALL y{"� wry• !' PER 100 eq. ff. OF FLOOR AREA i PARKING REQUIRED FOR TOTAL-55 STALLS m•-D' 3,-G, BUILDING AREA MINUS REST ROOMS, STAIRS, UTILITY ROOMS, MALLS, WALLS LEACHING RINGS In. & ELEVATOR • ONE STALL FOR RO4000 PSI 0 25 S CRUSHED 3'4' - 1-1/2' SONE 100 sq. R. UI ED FOR AREA (min. 4000 P31 • 2e G1"3 ALL MOUNE(IF RFO'D,) Ill PARKING REQUIRED FOR 23,59 STALLS 190 of A BANK BUILDING $359/100 LEACHING CEO COTE RIGS ALL PARKINGBUILDING REQUIRED FOR - 61,22 STALLS r-E 4 t LVKXIwa DRNMaE RINGS OFFICE BUILDING 6,122/(00 _' E TOTAL PARKING REQUIRED - 55 STALLS cxpurm def PARKING TALLS RANKED PARKINGSTALLS 77 STALLS TOTAL PARKING (PROVIDED & BANKED)- &$ STALLS SITE PLAN & DRAINAGE & SEPTIC PLAN DESIGN UNAUTHORIZED AL OMTION OR ADORION James V. DeLucca R.A. To THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III PREPARED IN ACCORDANCE WIN THE MI "um SECTION 7209 OF THE NEW YORN 9TAM ETM DS FOR TIRE SURV°l"S AG ESTAEUOSF EOUGOpN LAW. Bf LJA OR. MO M=. ANO ADOPRO- r FOR SUCH USE N SLATE ;ANO COPIES OF ;NLS SURVv MAP NOT SEARING TM. ASH) I THE LAID SUgEYOR'6 INKED SEA. OR Land Surveyor C �rGOF NIFivi. EMBOSSED SELL SHALL NOT BE CONSIDERED Qyt� 3\ T Ep S�P,aSAFTCO TO 9E A VALID MW COPY rP p CER FlGTION9 INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SUINET * h le PR"'A"", AND ON HIS BENILF TD THE DLI• Survey, Subd(visions - Site Plans - Construction Layout D fN01N00MWE'"&RIVnO�N LR16fPDNTHERE'wONNCµOANO - 10 HIE MSNwEES OF THE LENOIR, INSn- PHONE 831 727-2D90 Fox 831 727-1727 TUMON. COMFICATIONS ME NOT TMHSFERARLE ( ) ( ) •YO, 02365P ;u• THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT ATNUNG ADDRESS 1 ANO OR EASEMENTS OF RECORD. IF 322 ROANOKE AVENUE P.O. Box 1931 OF N6AN� OCAN No. 50467 ANY. SHOWN ARE NOT GUARANTEED RIVERHEAD, New York 11901 RIverhaad, Now York 11901-0985 SITE PLAN SITUATED AT /J MATTITUCK SUBJECT TOWN OF SOUTHOLD PREMISES SUFFOLK COUNTY NEW YORK S.C. TAX No. 1000122- 03- 1 .2 / "fS.C. TAX No. 1000- 122-03-02 114 0,xn MS QR EK S.C. TAX No. 1000- 122-03-5. 1 S.C. TAX No. 1000- 122-03- 17 t �m E LEGION AVENUE SCALE 1 "=20' D F CF M n - LJIKEY MAPS / JULY 12, 2006 SCALE 1 "=600' JUNE 27. 2007 ADDED TOPOGRAPHICAL SURVEY DECEMBER 22, 2006 ADDED SITE PLAN OCT ? d 2007 1 SDS:\ AUGUST 27, 2007 ADDED SITE PLAN /��\ /- \ I / OCTOBER 19, 2007 ADDED DRAINAGE & SEWER //A y/ /�/ \ \� e e fie. AREA DATA - - -^ -- - -- - / rl �/ '`K, \QIP \ x \\ P10,140 sq. ft. \/ 9� � 1000-122-03-1.2 0.233 CO. / /4 • .. :.b. .x 3'� ��P` /. :, .,.RrOq ��,5 \ /^ \ 0� w \\ H/ 9 df S.C. TAX N0. 13,0.3 sq.Co. A \ \ c byS.C. TA 22-03-02 40,6180 sq. ft. S.C. TAX No. 1000-122-03-5.1 0.932 Co. S.C. TAX No, 20,038 sq. ft. S� all, � 5 � \ �' � t � � 1000-122-03-17 0.460 ac, 'n 4 • / i�sp, /�dc'�/ a``y /m °�.o�?��\ / \ 0\Pk'.0 Q. TOTAL 84,142 sq. fi. %// <<^ve\ \ ry '� 1.931 OC. /N / w \ x Q \ > j NOTES: i. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �� " .4 / •:�� `\ry. \ / / ��\\ EXISTING ELEVATIONS ARE SHOWN THUS: FFL - FIRST FLOOR %\* x� D f \/ x� �O 9 CFL - GARAGE FLOOR 2i�J0 2. FLOOD ZONE INFORMATION TAKEN FROM:\ _, FLOOD INSURANCE RATE MAP No. 36103 CO481 G x I / \ 44oy ;.E00. ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE � DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN & / 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. e •• \ ..o-/ a� \ / / �' \ \ / / ZONE X: AREAS DETERMINED TO BE OUTSIDE WO-YEAR FLOODPLAIN. :.'. � .� � \\ \ oe`g`" JJi xr„7 tl " p \ II \ ,5. " / qt ' " II �zms 4 3. SEPTIC SYSTEM STRUCTURES SHOWN: / e° 'D�(/y\ `, \/ , \ / 9�q/'(ryF y� \ ` �co�F : f 4-V / \�O PROPOSED EXPANSION POOL t' (! -S .3` : T/ } / '4 wT %/ e Rav` / \ �Fy \ \\ ,ye- /,,, /i�$.�'P} 'gin!. "® ` ��\ / PROPOSED LEACHING POOL O/x s / . / xi+' S,' \ l \'YO /\`>l .y,<r ? ° e�° i .. S .I : #,t /Q ... `® \\\ ® // //�R�'oo O PROPOSED SEPTIC TANK 1V, �' ../ T ,y �0 // '4 / `i YST I \°AeR '` 1 V\ pp \ fN'gy�`" . �o� '�y e� O / o v1 / /.'x / ��1c i �qxx�z�\f 1 \`w+ey. S ap• = -� S/ / x. � y) / tb'� R��y,Tf°e � 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Mij6</ /yne .p�!F OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ` .,a.6 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA / n ' / ` /� m \ \\ 'TNA, \ ///�// , i,. /mss (EXCLUDING ROOF OVERHANGS) �. O N 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,9 OF LOT AREA ��x v/ � 1• (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ° A9 N, 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04'% OF LOT AREA ®\ �(. x 94,c�l lac �� (INCLUDING BUFFER AREA) OR a p .a1q( Y • /� R(5 o:/f 0{y(v , �}? �C {x ',1..�.,,� J . (�q \ \ \7�\� _ \\ \ ( \ \ r�// \�\\\`. A'VO I ,'. /o- / 11 tGc9`t' 9 9p+Pd LEGEND: \y/ \ SpP9 •S" SJR, ,4 /,,,.c\ \4 h .. \0 \ i \\ \ \� I 1 x ' 1�9L T.C. - TOP OF CURB ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING M1h S S A� \ \ 1 9' \\\ / /i \ \ T.A. - TOP OF ASPHALT 'I-• 1 ♦`"\ \ ;, L}x, QT' °�•l°' \ \(°'y' \\ 'd� / ` I S I / ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING � tiff\ ��y`�e �•� q x� �-L_ X v`'16'3 '\. ¢t • ti ' J� d5 T.G. - TOP OF DRAINAGE INLET C O \0 \ ® I + x �� -� °' 70 / '9p /\° ELEVATION 11.5' p" '� o A/C CONDENSER UNITS \ , . 4 ... '(' �c r ® 'L ® \ O '`39' °d ti SEWAGE DISPOSAL SYSTEM CALCULATIONS TEST HOLE DATA (GROUND WATER MANAGEMENT ZONE IV) EXISTING BUILDIFIGSp6�5 �5 40/4 ``ii^^ eri• 1�` 9< \\ " �Ni? x1A4 / yA (TEST HOLE DUG BY Mc00NAL0 GEOSCIENCE ON JUNE 8, 2007) 1. ALLOWABLE DESIGN FLOW = 800 GPD/ac. x 1.931 Co. = 7,158.6 C A4 BL/4 \\? "li �. ! S /i/ ? / ® \ / y .,o ¢, 12V a, 2. PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) -9 CALCULATION ARE AS FOLLOWS: o° "IS \ 0 "" (f0 ® i? TOTAL BUILDING AREA = 15,347 sq. ft. % _ - / SC �p ulxm swo AND LNA1 11p \ ... 1 \^' �o� D p\ x °ter / SEPTIC SYSTEM y1 `\ ✓< k, ,'Cp° � IAa�)o' �\ J4.r �`j/,�/\ �L ,y 63,241 aq. it. Of x 0.06 GPD/.i = 195 GPD �• SEPTIC SYSTEM y2 Ion, 111 /// / enowx slLn solo sN 12,106 sq. if, of x 0.06 GPD/af = 727 GPD � • ti \ :.. :..:._! ..:::::a,::..; , f9 1 'ts / b Rr / ' TOTAL FLOW J 195 GPD + 727 GPD = 922 GPD e / PAte eRarm nxs solo sP 3. SEPTIC TANK CAPACITY REQUIRED PER BUILDING ,/ 1 / SEPTIC SYSTEM #1 rrP 10- a - - `\;: . - \ J / � I \ T i1f�LuiE 9 I 195 GPD x 2 = 390 GPD z6c I 9J1 / xAq / - /aO4 0l O\ / EL 3w' RY SEPTIC SYSTEM #'2 e Is 724 GPD x 2 = 1,454 GPD /I/ ice\ {/� SHG \ \ \ \ 2tl8• // / EACH BUILDING PROPOSED (1) 1,500 GALLON SEPTIC TANK (8' DIAMETER x 4' LIQUID DEPTH) //� / TOTAL TWO BUILDINGS PROPOSED (2) 1,500 GALLON SEPTIC TANKS 9- 4. LEACHING POOLS REQUIRED PER BUILDING Wx1FA IN P.VE 9RaWN i1NE W!0 SP e o �� \\ \ i J°� MAXIMUM 727 GPD + 1.5 = 485 GPO/SF S S \ bb '9. y �w\ 1bp� / / SIDE WALL LEACHING AREA \,YD °d�' x EACH BUILDING PROPOSED (4) 10' DIA. x 4' DEEP x N / \ \ _ 1g / / / LEACHING POOLS \ SIAREA U / p TOTAL TWO BUILDING (8) 10' DIA. x 4 DEEP LEACHING POOLS yf,. N' 94 d' M _ <oA SEWAGE DISPOSAL SYSTEM CALCULATIONS BUILDING 1 & 2 a / xB.s - - L \ tie (NOT TO SCALE) -r' O\` /°aVR 1� \ x� / SPO \ o,OONt \ 9• e°°c5 ® x - ' PARKING REQUIREMENTS FOR EL]yf ROADWAY TYPE C.I FRAME gOApWAT TYPE C.I. FRAME SPC v WS'kN(R �®/ \ M / \ \ COVER (INSECT PROOF) FINISHED GRADE Q CWER INSECT PROOF) FINISHED GFI➢E ROADWAY TYPE C.I. FRAMf t^ •y \ // \ �B EL SZp: ( EL 12° ! COVER (INSECT' PROOF) TOTAL BUILDING AREA 15,347 Inc. N. pp 0 1_p W 8 \ / (mox.) (min.) e' min. TPRFIC BEARING COYER 1'-0' 4' '{ q4s TOTAL BUILDING AREA MINUS 13,506 aq. ff. f a13cAST IRON PIPE: t/C/n. eaL --!- a P\ i' P �P Ol REST ROOMS, STAIRS, UTILITY vc PIPE �1/eyn.(n,ln) _ _ Q\ / \� j 1 F OQ• ROOMS, HALLS & ELEVATOR W. EL yg,2 m INV. EL , ��j /.` o• 1( cJ PARKING REQUIRED FOR TOTAL 154 STALLSITN. B_e 6D1 D \ ® BUILDING AREA O ONE STALL m' 0' ~ 4 9,5: 1Nv. EL 9,g � �r �(k. \mss" /S gVO � PER 100 sq. ft. OF FLOOR AREA h e•-D' y ./ o' 9F+ PARKING REQUIRED FOR TOTAL 136 STALLS +• a' STAIRS, UTILITY ROOMS, HALLS AND CLEAN snx0 AND GRI BUILDING AREA MINUS REST ROOMS, / \ Io O'i1 ELEVATOR O ONE STALL FOR �jp 1000 sq. ft. OF FLOOR AREA � Yt,p O� \ \ x spa° h PARKING STALLS PROVIDED 93 STALLS e'-D" ou m o 'E $ trc po V d 1 ,500 GALLON SEPTIC TANK D•-D• 5 0 3 �� titiy' owN� •60' . ° \ SITE LIGHTING -BOTTOM EL 5Z PAI _ N E Tj} (1) 70 WATT METAL HALIDE GROUND WATER EL 3.4' °\ °tio - DECORATIVE FIXTURES ON 10'-0" HIGH x POLES (TYPO) FIXTURE PROVIDES AREA (4) LEACHING POOLS xA"T CUT OFF FLOOD LIGHT E%TENDED MA POLE MOUNT. FIXTURE MANUFACTURED A, \ D's BY RUDD tB MAC2407-0 70W FIXTURES S S�, °O TOTAL NUMBER OF FI%TURES (33) it 'r.0'.0. y0° \ 3. z DRAINAGE SYSTEM CALCULATIONS NUMBER OF TRIBUTARIES = ONE DRAINAGE AREA WITH 10OX IMPERIOUS = 55,500 ASPHALT PAVEMENT, SIDEWALK, AND ROOF EACH DRAINAGE RINGS 10'-0" DIA .X = 31.9 RINGS 4'-0" IN DEPTH WILL PROVIDED SCAII: 1' is O'-0' 1736 sq, ft. OF CAPACITY OF IMPERIOUS AREA TOTAL NUMBER OF RINGS 10'-0" DIA. = 32 RINGS 4'-0" IN DEPTH PROVIDED DECO I R WATT METAL HALIDE DECORATIVE FIXTURES ON 10'-0" HIGH p. POLES (TVP.) TIRE PROVIDES AREA CUT OFF FLOOD LIGHT MA EXTENDED POLE MOUNT. FIXTURE MANUFACTURED 3 TOTAL NUBY RUDD MBER OF FIXTURES (6)C 2407-D 70W H W/SBL - 12 TYPICAL STORMWATER UNIT OF (NOT TO SCALE) CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) Z ASPHIALT OR GRAVEL SURFACE ELEV. 11.5' (TYP,) OR EQUAL B• THICK REINFORCED CONCRETE E TRAFFIC BEARING SLAB OPP H-20) 12" ICORRUG, PE DRAIN in PIPE ORi APPROVED EQUAL 0.5% MIN. 0.50 IDaNEXT UNIT min. 12" CORRUG. PE DRAIN PIPE OR APPROVED EQUAL 3'-0' 3'-0LEACHING RINGS (min.) (min) REINFORCED PRECAST GONG. CRUSHED 3/4' - 1-1/2' STONE 4000 PSI O 28 DAYS ALL AROUND (IF REQ'D.) 190 cf INSTALL GED CLOTH AROUND ALL LEACHING DRAINAGE RINGS o E GROUND IgR f c SITE PLAN & DRAINAGE & SEPTIC PLAN DESIGN UNAUTHORIZED ALTERATION OR ADDRION James V. DeLucca R.A. BECTON SURVE 15 A "°E„°" or Nathan Taft Corwin III 'PREPARED IN A DANCE WITH THE MINIMUM TO TIS 7209 OF THE NEW YORK STATE A'TANDAR 5 AS ESTABLISHED EDUCATION LAW. my .N AND ADOPTED FO T MEW RK STATE LANG COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ptlTOR ,OO THE ES O S HIS SURVEY INKED SEAL EA �G\�J •�C 5�PC1 QQRIyF TO BBE AF�OVAUD TRUE COPY BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN 1 ONLY To THE PERSON FOR WHOM TV� PREPARED, AND ON HIS BTO THE 6ED EHALF Title Surveys - $UbdiV151009 - Site Plans - CopefNCfiOn DUf La TITLE COMPANY. GOVERNMENTAL AGENCY AND Y y LENDING INSTITUTION LISTED HEREON, AND C_ TO THE ASSIGNEES OF THE LENDING INSn- N� `lVa SO46T TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 '�PAPNO. 023655 y0 � `�LAIJO SVS THE EXISTENCE OF RIGHT OF WAYS 322FIROAN KCES E AVENUE TED AT PIONS ADDRESS AND, N SHOWN OF RECORD, li RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 OF NEN'1 N.Y.S. Llc. No. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUA TED AT MATT1TUCh TOWN OF SOUTHOLD SUFFOLK COU NEW YORK COUNTY, S.C. TAX No . 1000- 122-03- 1 .2 S . C. TAX No. 1000- 122-03-5. 1 S. C . TAX No. 1000- 122- 03- 17 A/ � SCALE 1 >r--.0' � JULY 12 2006 " s nA^ a j �a' - _ ter 'S�, I A?E.4 D,-1 T,4 j 7AX^Na. 10,139.89 sq. rt. I i —1..� 03-1.2 cc. S.C. U% . T4 o,a , ✓ o.'h V L/. Y'(Q 1000-12' 03 5 7 0.?.i'_ ac4. !t 1, u I 26 S.C. TAX No. 000 I 20,038.Y3 sq. ft 1000-122 03-17 0-460 cc w x 1 L Ln / TOTAL 70,?95.96250 sG. it. .� J� 1 a _„ /ia A' cf •,, SAS A. r Ji. :x.- �,. , ,' c yam/ _,' P lz IV - _ a TTFUJrE f 7 I. I ro J Nl� Yip f l � {l �A+ P� TTS �i�� ?"v CSD GC 06 3p- OIL Flu cAP— IF U i r PREPARED IN ACCORDANCE NRH iryE HINIMUTA STANDARDS FOR 111LE SURVEYS AE FSTADUGHfO 9Y THE WA LS AND APPRDVO AND ALD,TO rOR .UCH IISE 3Y THE NEW '10 MIAIT IAND TRUE ASSOCATION \ a r Ig I .I I� 5>, j IN(YYn$ Lie No. 49668 TO THIS SF' '\ O'/; i UNAUTHOflIZEp ALTERATON OR AppITIOH �' G r SECTION 71009 OFSTHEVNEW n ORK STATE `O! J�3�e h �ngegno EDUCATION LAW. OPIES OF THIS GURtlEY MAP NOT BEARING THE LINOS EAU '%AL INI(ED SEAL DR � �� THIEOSSED SEAL SHALL PIOT DE CONSIDERED , \I� 1/` W TO 6E A VALID TRUE COPY, O� CZynFICATIONS INDICATED HEREON SHALL RUN ONLY TO 711E PEPSON fOR \VHOM THE SDgVEy I� F9 IS PgEPAREO, AND ON HIS EEhALF TO THE DNe $Urve Ll 1 y ENDING N {U➢ON�S pNMEMI HEREOAL N. NO D — $ubdlv,5iops — $l+e PIOss — Co sf efiop Lsyout J i0 ilfE ASSIGPIEES OF THE LEND' PHONE 6NG INSTI— 1 TULDH CERTIFICATIONS ARE IIOT TPAHSFsxElLE. 31)727-2090 Fox (631)727-1727 666 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 {