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HomeMy WebLinkAbout1000-45.-1-2.1 Y 0 �v P �G AM NO D 307 AN v 1 PD �IDD�'E Ro ATE q8� G000 Ro MAIN RDpD r OIL SITUATE } D 70WN-1- OF iSOUT " SUFFO K COUH7V w Vll_�­0'MU\\ - - MAIN RDp v wP 9 , 071 G I v r OWNER J APPLICANT BREEZY UND RP LOCATION MAP S O �O ■ SCALE 1" = 500' I Jessup Avenue Quogue, NY 11959 a f \ LONG ISLAND SOUND • •- , s474'J2•f rues' i N e0.22, N '4e• e'e2•f 237e2o N 22 '28,C N24K620 E LIST CIF DRAWINGS I 1 DIMENSIONAL PLAN ,�,� •� a / 2 CONSTRUCTION PLAN / l000-045-1-3 3 'AOAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN a SUBJECT PROPERTYe 45 E'tOSION CONTROL PLAN / - w :M 6 :Sr<. 4 1000-040-1-1 �i. & WATER SEWER A` ER MAIN PLAN 1 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS 1000-040-1-6 ° 1000-045-1- .� 1 I i SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES w TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01 , LOT 2.1 s� ' _ ' 11 'i 8 24D2'40'W 207.e4' a 7e'J3 Je W 76e.12 / •. ' � ROAD / -ZONING R'R—RESORT/RESIDENTIAL (COUNTY_ ROUTE 48) USE r C:ONDOMINIUMS OF 1 PILLAGE GREENP REQUIRED PROPOSED FRONT YARD 35 MIN- '. 50 jI ° J = SIDE YARD 15 MIN. 30 / w 1000-045-2—f0.4 REAR YARD 35' MIN.h 0��/ � I 1000-045-2-2 I o � �P �O�,V 18 5 + PLOT COVERAGE 25% MAX 8.14% ♦ OF / ' I ZONE HD 10 PREV. APPROVAL AS AMENDED HAMLET DENSITY LANDSCAPE COVERAGE 25,9% I RESIDENTIAL I 22.09' 1000-045-2-1 . (WITHIN SETBACKS) / I I PAVED AREAS 16.08% / — — — — 18.24% — — — (INCL. SIDEWALKS 8c PARKING ) — - - � PARKING CALCULATIONS TOWN O pp RT O 0 PARKING -- EQUIRED UOpp � GREEN �F OFS �LLAGE � CONDOK41NIUMS 1 SPACE PER UNIT � �q 69 UNITS—TOTAL REQUIRED 69 SPACES OF 0�5 PARKING , PROVIDED 108 SPACES (INCL. 7 HANDICAP SPACES) ADJACENT OWNERS AND ADDRESS 1000-040-01-001 1000-045-02-001 JERA DUO TEL CORP JOHN G SIOLAS & 21695 SOUND VIEW A VENUE CA THER/NE TSOUNIS SOWHOLD NY 11971 19 CEWRAL DR/1MA T77 7UCK NY 9 2 1000-045-01-005 1000-045-02-002, ola04 O _ ROSE WI M WCANN STREET SAN SIMEON BY 7HE SOUND HARTSDALE NY 10530 PNORW ROAD O BOX 2122 '. I��IOVDI Q i, O O GREENPORT NY 11944 1000-045-01-003 E E BANG & ORS 1001-001-01-001.01 PLANNING BOARD GREENOX 4 5 11944 VILLAGE OF GREENPORT S 236 3RD STREET TOWN OF SOUTHOLD GREENPORT NY 11944 DATE 7 KEY PLAN SALE: *r=IW DRAWINGS PREPARED BY JUL p 2401 ', � SoLthcld Torn a`k Barrett, Bonaccia.. Y. & VanWeele, P.C. SE OFti CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 WWW.bbvpc.com CLOF F SOMIEJ Rl SCIR7 FM. 26, 2007 APR 27, 2007 PROJECT No. A000446 MATRIX: KM VIEW: i E I _ I I r 1 I , I E t y E N 311.652 " E LONG ISLAND SOUND --- 341011230 s3.44' E N 2316'20* E N 28102' »10 E 52.90' N 22`38'28" E N 22035'49" F" N 24�" '20" E N 29013'52» E 54.04' 50.22' 53.26 57.85 207-:- 468' -� APPROXIMA7E WATER LINE -------------- I 4 • I , —____•_• BBLBBLL<♦ 201am. AN011iC19111M:W LM 31'd7NN QN aa4SflK M WICW NAtAlPO ' AREA W. 1DINV ar'SnllneatD ` p �"'��� �� t 000,10, \ / 1 ' lbi 000* I W LIBAAfrLIVE' AV ....... (AS AAgP01ED BY nAE ro1Nv 1R1Ls1�S LMI 11/YD/bl) PA►M to=40 XVX 1' ,7 :r ,yy 'J I I '1'y :•y: ••�„ •�t. ••�,,fin n,j! aW NW 01008,4NW EV Aar 'BU►LDiN _T=NETS 20'NVE L4V09SMWMV Aaclas / \ `1 ,: N : < ,.,. ::t�'?c'� ".,.. E71xS1A'YIOIRXdIGAAIG✓rKS 4 i' 't 1� i• �. •J. 41rrh \ t:l,, mow\\\ '•1'.'x'rl't 'M1:''y. •ti.t'p•. �•y,, i::.L.t j'1� •T. ,f 1 11i ` I •'M f;•h LAND NOW OR FORMERLY OF i '<; ` w ;1!rr :, ':,^;,';r;,: :;R••..,.,..'•^ ;;,': F E BANG & ORS :1 ^f.' ,',:.i:: x :•'r;:',;,:4:. V. , yw: f O ,'` 1. ,AND NOW O FORMERLY OF JERAD MOTEL CORP. •'t ^ti t ..l. 9. •s 1 V F / 1' 1 >. •fir ,,.35: "1.• ;,t,:. ` R.. s 1'' 4r. `•••r• q :.F•" J o Q J'i♦ Y: R l'• i.� t" .r•v, C 4' x y•'. ,1• f h"• I y .,.a ,n l•• X f h •ri r {.lt: O t Awn 105flot' RA Q7' •ma's':. ��', c+aNaaE1E .. CLAIPSMR PAD .J wyrr `r r r r Wyn Y+ O O V. R1so0' a 0/P CURB1400, Y gar rlr ` �t•7GOI^ PC a J404.65 XV. �+J h $ 11�•� / f 00 4 L Ater LANDWARD LIMIT OF FRESNW WETLAND / ) AS DEUNEATED ON 0.111AI BY DOWNpw LAND USE ECOLOGICAL SERN / J9.87 QRAW. SSE/ND1E A 21 Rrsw LAND NOW OR FORMERLY OF ) 1�q1• ev�� ROSE M. STEWART A• 1 4 Arm sx Rdar rhp ,• PIW. 10 40' oo � • Y LIGHTING SPECIFICATIONS ' G1MPSM PAD .._. nT " POLE—MOUNTED SITE LIGHTING.• LITHON/A ARCHIMVURAL OUTDOOR LIGH77NG > /CAS 175W METAL HALIDE BUILDING �E� , �! ' \ - \ D $ 12 . WALL—MOUNTED LIGLI77NG• L17HON/A DECORA77W WALL—PAKS eRry4oi ...•... uNI7� ; WG/WP 28W FLUORESCENT fTXTURES \ \ `�' r ► _ GENERAL NOTES 1QQD' 2 00 1. ALL METHODS Of CGWS7RUCAON SHALL G'ANFARM T?7 7N£ APPLICABLE STANDARDS AND `Mf a SPECIRCA7701VS OF THE 70WN OF SOU7HOL0 SUFFOLK COUNTY HEALTH DEPT. "+ \ 1irP :.. �� ��t•• 51f/fFaLK COUNTY DEPARTMENT OF PUBLIC Wt7RKS. +� \\ 21 144r q A iC \ \ • ''tO1D • - ,.;, 2. 7RAFF7C SIGNS AND SIR/P/NG SHALL CONFORM 70 THE APPLICABLE PROWSYONS OF THE ® �'` $ N.Y,S: MANUAL OF UNIFORM 7RAMC CONTROL DEWGE'S. `h ja �O1D• AC 5090 �%908� f . 3. UGH77NG SHALL PROWDE A M/N/MUM OF 0,50 LUMENS PER SQUARE FOOT. F/X7URES 'J 1YP ACT SO.B? � � _ $ 1M ate, , q SHALL BE SHIELDED 7n PREVENT SPILLOVER TI7 ADJACENT PROPERAEs 4. SEE ARCH17ECTURAL DRAWINGS FAR ADD/770NAL S17E/ 10ING DETAILS. \ soL,v f"f P A Q. (C'OWGWE7Lr PADS; E7G) s'4• B4 PVl 49.96 l 5. ADD/77ANAL HAND/CAP PARKING 70 BE PROWDED /N ACCORDANAE W!'TH BUILDING ACT UP CODE REQU/REMENIS /N EFFECT AT THE TIME OF cays7R66770N /F DIRECTED BY 7HE h� aq D� R1QOD' . V. R/aa0• -- 6. PA VE�D/AREA OREDUCED BY 1,000 SF 1� w Rsaar \\ \ �, __ 1�`�•82' 01p .". S 1g033 39 �M 188'12 LEGEND PROPOSED EXISTING S 24'02'49" W 297.94' NNAWW aL brcuer � �R am �icwo CURB MLA�iONBLEVT ALAIW FM SC"aErAW � D W�, �N 1 CONCRETE WALKWAY w w w w w w r w W SOLID YMM LINE CHAIN LINK FENCE BROKEN WNITE Ltt+E T _—_�.—___�.�.___ X X DOUBLE YELLOW LINE _ .ri_ PARKING SPACES �p = (10 x20 ) O --• - .— SOLID WNITE LINE �_ �© PARKING SPACES Fp -� o- S 5 (9'x2O') j= SITE LIGHTING o•� Aw As�Awa re swan } NORTH ROAD C.R. 48) �+ yA""�PG - ---r--� - TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 (MIDDLE ROAD) • APPROVED BY REVISIONS PLANNING BOARD. 413%7 RELOCA7E PKG Barrett, BOr1aCC1 TOWN OF SOUTHOLD 1Q 6108107 PKG REWS/OMIS � & VanWeele, P.C. DATE 7 � 2 7 CIVIL ENGINEERS/SURVEYORS/PLANNERS —`-'- ' 175A Commerce Drive, Hauppauge, NY . 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com r Amended Site Plan' for CLIFFSIDE RESORT GRAPHIC SCALE .': �.�p�E oF,y� GREENPORT ao o �a ao eo t2o IN OWN OF SOUTHOLD SUFFOLK COUNTY NY ✓ REVISED SHEET IN ' AREW-90iVSG1F PAK/NG 7Z� PERMl�1NE/NSTALLA 170W OF ADDIAONLAND�CAPING R� 90,�s�26 a DIMENSIONAL 1 I Inch = 30 ft. ALONG THE EASTERLY PROPERTY UNE S�ONALE PLAN °F AND 7o Roux PAVEMENT AREA BY 1,000 SF. ALTERATION OF THIS DOCUMENT, EXCEPT BY 7 A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE IMTH SECTION 7209 OF NYS EDUCATION LAW, IS ILLEGAL Q 2007 BAN.,P.C. DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. ✓E/SF/WMV ✓E/SF/SS Z j FEB. 26, 2007 1" = J0 A000446 LM: DIM VIEW: DIM-30 1 OF 7 I DRAINAGE CALCULATIONS DRAINAGE STRUCTURE 8C1•EDU.E ii DRAINAGE BASED ON A 6" STORM STIwCT. STRUCT. TYPE RIM TOP of SOT OF EFFECTIVE INVERT 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 CF PER VF No. E RIMiOS RINGS DEPTH ELEVATION A-1 12' DIA DRYWELL W/ CURB INLET TC 45.47 42.88 24.158 18' 40.59 DRAINAGE SYSTEM A A-2 12' DIA DRYWELL W/ CURB INLET TC 47.70 4-4.87 26.87 18' 40.21 (NW, S) ROOF 2,628 SF X 6/12' X 10OX - 1,314.0 CF A-3 12' DIA DRYWELL W/ MH COVER 41LOO 4-4.87 28.87 18' 39.8a (N), 39.00 (W) PAVEMENT 16,457 SF X 6/12' X 10OX - 8,228.5 CF WALK 1,240 SF X 6/12' X 10OX - 620.0 CF A-4 12' DIA DRYWELL AND WICK 45.75 4:3.48 25.4e 18' 39.00 (E, SE. NW) LANDSCAPE 8,057 SF X 6/12' X 15X - 604.3 CF A-5 12' DIA DRYWELL W/ CURB INLET TC 45.18 4M.87 24.87 18' 40.58 10,766.8 CF A-8 12' DIA DRYWELL W/ CURB INLET TC 44.30 4=01 24.01 18' 39.72 10,766.8 CF _ 100.87 - 106.74 VF REQ'D. 13-1 12' DIA DRYWELL W/ CURB INLET TC 43.60 4'•1.31 25.31 18' 38.68 USE 6-12-0 O 18- DEEP B-2 12' DIA DRYWELL W/ INLET 43.30 4'•1.02 25.02 18' 38.45 (S), 36.00 (NW) 108 VF PROVIDED B-3 12' DIA DRYWELL W/ INLET 41.00 3fa.33 22.33 18' 38.00 (SE, NW) 0-4 12' DIA DRYWELL AND WICK 41.75 319.08 23.08 18' 38.00 DRAINAGE SYSTEM B C-1 12' DIA DRYWELL W/ CURB INLET TC 40.45 317.71 19.71 18' 35.42 C-2 12' DIA DRYWELL W/ INLET 40.10 3117.80 19.80 IV 35.17 (SW. NE) ROOF 2,629 SF X 6/12' X 100X - 13,364.5 CF C-3 12' DIA DRYWELL AND WICK 42.25 3'17.80 17.a0 20' 33.90 (N) 35.17 (SW) PAVEMENT ,629 SF X 6/12' X 100X = ,315 CF $$V WALK 1,181 SF X 6/12' X IOOX - 590.5 CF C-4 12' DIA DRYWELL W/ INLET 37.80 35.90 17.90 18' 33.90 LANDSCAPE 12,808 SF X 6 12' X 15X - 960.6 CF DECK 1,590 SF X 6/2 X 15X - 119.3 CF p-i 12' DIA DRYWELL AND WACK 37.10 34.81 14.81 20' 30.15 6,352.4 CF D-2 12' DIA DRYWELL W/ MH COVER 38.56 315.73 15.73 20' 30.15 6,352.4 CF _ 100.87 - 63.0 VF REQ'D. D-3 12' DIA DRYWELL W/ CURB INLET TC 37.30 3+4.77 14.77 20' 30.15 USE 4-12'0 O 16' DEEP D-4 12' DIA DRYWELL W/ MH COVER 37.80 3i5.13 15.13 20' 30.18 64 VF PROVIDED D-5 12' DIA DRYWELL W/ MH COVER 30.76 308.09 18.09 20' 30.15 D-8 12' DIA DRYWELL W/ MH COVER 40.73 318.08 18.06 20' 30.15 (W), 32.50 (S), 36.08 (E) DRAINAGE SYSTEM C D-7 12' DIA DRYWELL W/ CURB INLET 37.29 3-4.63 14.63 20' 32.50 ROOF 5,590 SF X 6/12' X 100X - 2,795.0 CF D-8 12' DIA DRYWELL W/ MH COVER 37.78 315.13 15.13 20' 32.50 PAVEMENT 4,661 SF X 6/12' X 100X = 2,330.5 CF D-9 12' DIA DRYWELL W/ MH COVER 3a.00 315.17 15.17 20' 32.50 WALK 1,470 SF X 6/12 X 100X = 735.0 CF LANDSCAPE 20,672 SF X 6/12' X 15X - 1,550.4 CF D-10 12' DIA DRYWELL W/ MH COVER 44.00 0.33 21.33 20' 39.58 7,410.9 CF D-11 12' DIA DRYWELL W/ CURB INLET TO 49.63 410.76 28.76 20' 44.78 7,410.9 CF _ 100.87 - 73.5 VF REQ'D. K-1 12' DIA DRYWELL W/ INLET 31.55 218.88 22.88 USE 3-12'0 O 18' DEEP � e RD-1 12' DIA DRYWELL W/ INLET 32.75 3f0.85 21.8a 9' 2&8a � 1-12'0 O 20 DEEP N 34'3432" E 74 VF PROVIDED RD-2 12' DIA DRYWELL W/ MH COVER 32.00 30.10 21.10 1 9' 1 28.10 �` ' 11.65' LONG ISLAND SOUND NOTE: ADDITIONAL DRYWELLS WITH WICK AND SILTATION BASINS; (SEE LEGEND) DRAINAGE SYSTEM D PROVIDED. FOUNDATION DRAINS - NOT PART OF STORMRAINAGE CALCULATIONS. ROOF 11.730 SF x PAVEMENT 25,848 SF x 6/12 x I OOX - 12,924 CF a o /'865 CF °_''� N 0 N 23*16 20 E 23" E � " ' N 28'02'10" E N 22'38'26" E N 2225'48" E N 24�we E N 2875'S2" WALK 1,826 SF x 6/12 x 100% = 913 CF { :32.80 34.04' 53.20' 57.83' E LANDSCAPE 31,709 SF x 6/12 x 15X = 2.378 CF i a° --__ 60.22 . 20.68' 22,080 CF �'- 22,080CF / 100.87CF = 219 VF �'E_ _-_- - - - -_ - -_ USE 11 - 12' 0 O 20' DEEP - - - - - - - -_ -_ ,.,, +7E1!LINE 220 VF PROVIDED DRAINAGE SYSTEM K -- -_-'_ �= _141 `\ - - -_. ` / \ - - - -6 `-3.7 - LANDSCAPE 7,860 SF X 6/12' X 15% 589.5 C •-� ` -_ �---•- --' ""- '__--.,._---- - -_ �' � � " '- --- - - •--• _-_ -1 g�_' •\ \ \ � �� � -- � • \ \ I - - - ' -- - ' / \`- ' r - - � ` - -_-_-_- -- ---_ _ _ 589.5 CF. 100.87 - 5.8 VF REQ'D. _ ___ - - - z, - ! f z° _ _ - /% -\ \ _ USE 1-12 0 O 6 DEEP •_-- _ - _ _ 3 \ \ ` __ `_� /% \ ` 8- 6 VF PROVIDED / -- - - - - \ 1` - f 3e.4 \ J. \ -• \ \ .�.re t,- \~ \ 7, 0*00 ROOF DRAIN RD-1 & RD-2 / / / - / / Spa° sr NALl� \ \� \_\\ \ \ \ \ \ "/ \ \ / / \ _ / 2\ - I I \ \ \ `�20 / 38.3 / - I \ �rw=,or a v a�Savnrato \ \� \ \ \ \ \ \ \ / ` / / �S \ -22`' _ 1 \ \ 11� \ \ - \ l I I _ \ \ - -24 2,402 SF X 6/12' X 115X = 1,223.0 CF / / \ \ J4.2 \ �\ \ \ \ \ �' / '� \ �- \ -� �� \ \ \ LANDSCAPE 6,202 SF X 6/12' X 15X - 465.2 CF � -� =2.e / 30.6 \ --- �� EXISTINO PROPOSED 1,688.2 CF / / / 42.0 I \ \ \ \ \ \ \ \ / / pie► -� /f 1 26, 1.688.2 CR - 100.87 - 16.7 VF REQ'D. y"� \ 28- USE 2-12'0 O 9 DEEP - - - -- x.t / / \ Nel- '1-, -17 / _ � � 2e.5 \ 24 CURB 18 VF PROVIDED41.5 \ Is\ \ \ � / \28 � \ \ \ � I / / SIDEWALK // / \ AMA Aq - \ J7.+ / % �30 \ Ar� 1 PAVEMENT / R4rePAlM'a BY fiELAAD •e +MOO \ 30.3 20.0 1 � � \ "e' /�' Jae \ \ \SLIPM�E'YiIGC {r\I00) � \ � / 100, '0' +Jv.J t.5s50 1 +\ \ / / / `32\ \ \ \ ` \ \ ` \ I \ ,1'Ja.0 IY I I / DRYWELL W/ INLET 37.7 39.3/ �' \ \ \ J4.0 L I +JM (-y-----•-�,J1.9 V' \ \ JJ.4 I I \ I I DRYWELL W/ MANHOLE COVER BUILDING "''M \ I I 15, NITS + \ I� T8.2 L DRYWELL W/ CURB INLET 19 /� ' I �I / n '` '� 100 40f / EXISTING JI;OW,& ONS FOR BUILDINGS B & C f0'PIC �JJ.7 CAMVECT ------ / � I i T�E REMOVED (Ja.2 47 IF a a5as J4 21- T 8 2' I /AAgaaalfA>F / / / �J f./ \ \ DRYWELL W FLAT GRATE INLET \aEAlawOw�s� / ") , TTTTT��-'"'' +2.+ ::. 8 io• ��. W � � \ C6 � 7 AP (�D DW t I -,� •.1.• 4/,,0"�-' . I 4Q5O ArI \TY �`--ter(/ Yam- 32.7\ I0-� . / DRYWELL AND WICK W/ MANHOLE COVER I \ 44MY 4425 - BMIAV liwl + \ J7.e i...,;,•�;tc ,.,.;.,:, , f TOP"OUN 32.0 �. / /✓ *SILTATION BASIN bl +a', �. ,''. ': 1 •9 �' �► ss MANHOLE i (y, \ \ \ ' I` �!/� \ \A ?`'': i` \ �qy ear ` ` n \ \ w \ J3.0 ; �'. / / / 4450t r'�:� ;V L r'r..� �; l _ IrAcIPOH �f�ANT CATCH BASIN / \ ,. .4z 80 WPM `� x + �2` + ! � / \ STORM DRAIN D 52 -� L \ ~ x \ ,J.7 \+1 . 5.9. t �yQ I / \ \ ROOF DRAIN RD f A'a•'.F i a6 1 4,. /Q'P O t �� PMW SrA WV SANITARY SEWER ' ' 1 \ G tl..lr'..�:'..lfY,.. ':t7•:y � '�?.,f.r" \ ) 1 \ J993 r r r . .6f1's•.tA Ja4 SUSEOCc ` \ `''i.:ti+'¢°4.y1� �.` .. I t ,.,; I \ If x @ 0 Jel?s...R\; PMc a + --I-' / / \ FORCE MAIN FM 0 \>V J7Jo 01 .*; ,( / / / \ \ WATER MAIN/SERVICE w INS wMarg QA � `(I � 4 � ' \ -}- '­1 \ rY Y^'�yam` Y� ~Y 4J.3 / / \ 1 1 B? \ 1 \ IJe Jea UTILITY POLE r� • r r . a <O TC 95 -� / \ ` Y ' \ J7.7 \ ✓ �'�/ \ STREET/TRAFFIC SIGN -v- -o- •��G f� w 4e.1 7C 41.22 00 TC,Mel 6\ J7.54\ \ r - �'�� � / CLEANOUT .9 G 3T' QB8 . � lit WATER VALVE a zv r> �.e.i --p \ y' [r ' -� \ g / / / THRUST BLOCK 0 HYDRANT M J7.94 \ >, / --.. , ;,�. \ � � Y I t r w D-r➢ �-� !! / �P ec77x Wit,_ \ \" \ OVERHEAD WIRES OH / 4515 ,'1AIAIIF7WG>c wrAMNO / I I �� O/l�r i 4 \ +42.2 k� FENCE X X M►11f A (W ? �H, ,o �p f 2 _ ! / / / 7w \ S�e� 0 CONTOUR 65 65 2e.e\ � / -� -- - ._ s4 _ 4' + 0.9 V 41 0 \ SPOT GRADE 50.2+ +67.00 r N I p k1 2a�ev / 37 �f 50 _� , ,�(� 37,0 / / I r +60•' �` \ \ ? / / + '¢2 I /R 4 \ TOP/BOT CURB GRADE - M 4 r sa +zv2e \41 ( ... I ( ,) r� 6 \ eUiLDIN N / / e7.o \ 20.4o / / a LF•1.47N LF•f.frRJfi / ., -� G "� lY,o.4 l / / / / w. 0 FLOW ARROW - ' + \ / // / / ��fd'PMC I k fe'PMC : + ) 1C477o A� \ \ 53 9 TIMBER RETAINING WALL �ryCb• I 117 m - ) �..:' sass 50 51 �r / / 4 / ��-� SITE LIGHTING +3t.04 / / + / / I 46 I l i o0 4 k� ) � -- _ � SWALE � / 30.2 1 _ / a �) �A`A Alf / *SILTATION BASINS TO BE 6 DIA. DRYWELLS SEE DETAIL, St.40 ............ .� 41 + / a.� '/IILYGINT ...... .. ...... :. ..... ' G 51.7 �LF 18t71M+i ez.J u�J1 fa LF�>z7er .. ........... . . . 1 P ;;. / fey PMc / + / O 7 r SHEET 7 FOR INSTALLATION INFORMATION) --32- id'PMC G O �.- • 80.4 p •••• 00.2 T j51X n'i 474B 32.13 J3.14+ QV J0.1 1WPM41.e h / WPM ,.) / 47 4 Ja7e \\ �•I � + ` JJ 00 dr ,+JJ�a2 :7.20 \ / CONBTRIJCTION NOTES + -+J \ / 6 48 \ ") 5D ` P o 7 \ \ 1 1. ,MAE �A.NSD,�ME S S C N SAC FORM 1t7 7HE STANDARDS AND ,S)°Edf1CA7/ANS a I / S� » / ` \ / ENTS OF HEAL 7H AND PUBLIC WtaRK.S 35.S7 \ / �) ^'(� ^�^7aJ 1V�r. °J.7 \ \ \ AS APPLICABLE. N J4Je Js.v:}� 33 a \ / \ / BC 4541 \ 1,'t Y^YAl1g9 � Mfg Lt�C/1JrW r r�r '' \ \ 2. UTILITY/NFORMA770IV &YOM ON THE PLAN IS BASED OV VISIBLE RELD ENDENC£AND AVAILABLE RECORDS \ JJ.e +34.9e �36! \Cw + \ .7 45.J + I \ 50.7 (M BE AQWW AV�MV r�r y-! a2., 7HE COWTRAC70R SHALL RE11 D VERIFY 7HE LOCA AON OF ALL UAUTIES PR/AR 70 COMMENaNG WgRK. CARE J0.30 \ / „•„ \ 47•6� + / + /6° S/SIE1f away) r .� .21 _ _ '-' \ \ SHALL BE TAKEN NOT M DISTURB EXISTING UALIAES AND SERVICE COVN£CAOVS (OR POR77OVS THEREOF) `3' MW MW Or PA JasJ f / �' + _�°" \ \ J ' ( +QI.e � CF SE IwmlEwr \ r r�r 1r 1 a,°(+ j� Y r Y TC sass Y^T a2.J^Y^ ^Y \ \ \ \ 70 REMAIN. 7HE CAN7RAC70R IS RESPONSIBLE FOR THE REMOVAL OF'ABANDONED U7X1 Y S£R NC£ Je• aM M!ALAQI�MENr"RMD"r AEPt TEST BQV7/NC r 1 5J. ( TC 5a98 I 1 I CONNECTIONS AND INSTALLA770V OF NEW SERVICE COWNEC770NS AND SHALL COORDINATE W17RK WITH Save aY } 8�� se.s4 \ 1-mar \ MO AT/S ,Pri , Na B-f r } +-/ �L I \ __-- /3 + / wr e1.4 ( ApFI1 AIM41E \ -.. ---�-'�'"' THE APPROPR/A7E' UTILITY COMPANY. J0,41 a+ / '� A pPQAftSED/IElE1f YALKT � , T �� (� 1C 5b75 pEAAfJNO LAINI'.1 �, I \ ,a 4 +J7.a4 / / / 40.J ,. R�O \ RIM �} wM9AM,� I( + . \ 3. ALL PAVEMENT 7v BE REX/OVFD STIALL B£SAWG'UT. \� 1 12 off / t o 2,,0 c A A A A A A A A A A_A A A A A A A A A_A A \ „� ,. 19'33 38 - 4, ME CONTRAC70R SHALL EMPLOY APPROPR/A TE MAINTENANCE AND PR07EC770YV OF TRAFFIC MEASURES 4 +J9.47 / +,so.e7 �''°° �... =L'-'�3�1 -•,t.w� s --.. c e `Ll .i.A.-A A 1���l /K�1� '. .... .� ... ... ` -.A`'J�.�A A 52 \ �- � I / DURING WNS7RUCAON. \Qy / /7� 4J.te ARgo f TAP ON-�� `� �;�70R a4; \ Y A A V A v A v A �A \ BC 5?.05 BC 51.88 - / Dc�' 4113 / \ .a VALIE oN 0N-•� ON - .... -. _A ...A....A...A...A / 44,87 °" °" a DEBRIS SHALL NOT BE BUR/ED ON THE S7/Bu�ECT.SITE. ALL UNSU/TABLE MA TER/AL AND DEBRIS MALL BE 0H +Jv.ao� +yt.os / W / �Qs.eo 50.99 a, i aas2 eza4 ON ON +43.3e /� µ, / w +48.0e 4Q0.33 / '+ e0 ® r' 60.94 a1 / a1.e1 \ .1e 40.ae D/SPOSM OF IN ACCORDANCE WITH ALL LOCAL 70WN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE Mq, / + 174J O (),� a2.JJ BC 5200 \ + CODES 4s.es � Qosz / '-�---w w w--- w w 32.41 az.ei" ' 0' 40 44 a,.7e eo.vo ,v.eJ ON / �°°� + ' + h $0 74 `� a,0e `S? / 6. ALL COVNEC7NG DRAINAGE PIPING SMALL BE 18"RCP UNLESS 07HMOFSE S7'IOWN ON THE PUN. �OH__ ,.99 / / +4s.7 j +47,7s / IO.a2 a7.JJ +52.70 + \ +51.92 80.ee I 0,00 ON / +4444 / f + + \ A~�A �C0 azaa / 7. SEE SEPARATE PLANS FOR SANITARY SENER AND WA7ER SUPPLY DETAILS VAN N= P.C. FW MAIL / _-•0If 44.70 / �4e.OJ +49.55 +a1.14 +e2.02 a2 a0 wpm srA4rdK as IN at41 st.a0 " . b to / ( / _ _ _ ,�,_ _ ,_ da + / + / 4055 8. WA ER MAIN TAPS (INCOLUD/NG METER REQU/RE7MENM TAPPING FEES, ETC) TO BE COARD/NA TED W TH 7HE ;';0® / SUFFOLK COUNTY WATER AUTHORITY. No rii $ $a.zJ a1.eJ a s°.eJ _ 140.42 1 o"- ON 4a.a, 1.°a a'2a a °' a2•J7 / A SEE SEPARATE LANDSCAPE PLAN FOR /NFORMA77ON AN 7REES 70 BE RETAINED AND ADD/70VAL LANDSCAPE ON ON - ON ON-OH-OH-CH-ON +47.40 - ON ON ON 011 ON ON ON--�gr.ON ON ON ON ON ON ON ON ON�'F1. TREA WEN +u.eJ ezee • .70 10. THE CONMACrVR SHALL COORDINATE WITH THE APPROPRIATE TEUPHOVE COMPANY FOR 7HE PROPOSED NORTH ROAD (C.R. 48) PA WNW RES1g4 IMAN TELEPHOVE SERME' COVNECOV LOCA770M AND DE7ERM/NA77aV OF INSTALLA77ON RESP0VVS/B1U17ES AfW AIA'WWUAW P1AW (MIDDLE ROAD) TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REVISIONS Barrett, Bonacci & VanWeele, P.C. APPROVED BY i PLANNING BOARD. i TOWN OF SOUTHOLD CIVIL ENGINEERS/SURVEYORS/PLANNERS DATE 175A Commerce Drive, Hauppauge, NY 11788 7 �7 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT E OFN GREENPORT c � � z = w TOWN OF SOUTHOLD SUFFOLK COUNTY NY .0 _ Q SHEET erg, ��, REVISED GRAPHIC SCALE SS�oOVA`ENG� GRADING, DRAINAGE 2 '° its '° °° & UTILITY PLAN OF ALIERAPON OF IRIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IN �T y7�1 ACCORDANCE WITH SECTION 7209 OF NYS ( I FEET , 0 2000 B.°.V.,RC. EDUCATION LAW, IS ILLEGAL 1 inch - 30 !t DESIGNED BY DRAWN BY ;'NECKED BY DATE SCALE PROJECT NO. t M: coNsr ✓E%SF/WUV ✓E/SF/SS FEB. 26, 2007 1"=,30' A000446 VIEW: CONST 1a00\a000446\dw0000446-SP-9,dwq,6/29/2007 2:45:52 PM,\T'ub11c]\E1050 u HIGH POINT£L£V= 51.46 HIGH POINT STA = 0+00 PN STA = 0+00 PN STA = 0+50 PW £LEV- 51.65 PN ELEV a 50.90 PN STA = 8+29 A.D. _ -.100 A.D. a -1 28 PN ELEV= 49.96 Ka 16.67 K = 39.01 50.00' VC' I 5Q00' VC A.D. _ 032. 60 K = f0.32 50.00' VC i 60 ' N N N N r4 C4 55 55 N STA - 6+71.03 / \ N ELEV= 39.941 _ A.D. _ .158 -i m ✓ ` LO POINT ELEV= 37.. K = 13.97 / EX/S7/NG DE LowINT PO STA = 5+7 .19 50.00' VC - 50 50 PN ELEV= 37.25 \ — ` ' \ A.D. = 4.80 / PROP. NEW GRADE AF MIDDLE ROAD 50 00 OVC SEE COUNTY OF SUfFOLK DPW GRADING AND ALIGNMENT PLAN fi i 55 PROJECT Na 5518 � �� -•-_. ,a / Z'!O PROPOSED GM DE _ h � mm 50 50 40 QU Y 2.OVAr 77x R 2 i o a 45 45 35 35 DATUM ELEV DATUM ELEV 40.00 30.00 DATUM ELEV 30.00 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ENTRANCE ROAD MAIN ROADWAY SCALE: 1»=40' RORZ. 1 =4' VERT. SCALE: 1"=40' ERT. 1 =4' VERT. i I i I � I .�Il.li,j I i III 'K COARSE BROOM RNIsH CAV7RACT/AIV JOINT � EXPANSYOW JOINT £VERY 4' - EVERY 20' - SEE DETAIL "A" SEE DETAIL "Bv as • A' +4 r P �;���'��,:��A.' �ti• '•('�l:rtl,i.'�171.t 1:�:�Lq�S�: C ya ,v.a .\ t)'i N'A ..1`t.� } L't�.rt.' !: 47 S.. •i /t �r' a r t yt• S• f l t'S" 'p•Sy, 1.11r.i'. • ';1... 'II• ./ (t.�.•,5. :1.. .1111 ;f.',,I{h, •IIi•% 1;•f.}%..� .'f..''i..►.i' \ , f .1 4"POURED COINCRL 7E* s" GRANULAR MA7ER/AL PRE-MOULDED (BANK RUN SAND dk GRAVEL) B/7UM/NOUS JOINT FILLER ¢ 114'RADIUS f 2' 12-0" I 12=0" 20'-0" VAR/ES 1 COVVCRE7F CURB FAR LOCH nON AND £LEW 4 770N SEE PLAN S PAN 2 SEE DETAIL OF aW7ERL/N& SEE PLAN AMD 4i , � .• p/�gR7ur, PARKING AREA j IL 1/4"/FT +. •y^�• •. .�. �, 1•I Tim, 7��rR � ( � AX f a 1 1/2"N.Y.S D.O.T. ITEM 4OLT 16 AC TYPE 6 70P COURSE sacuT£X. PAV'T DETAL "A" DETAI. "E3' " 1-112"N.YS TYPE 6F WEAR/N0 COURSE 3 112 N.Y.S D.O.T. /TEN 4013 AC TYPE 3 BINDER COARSE 9" 2-112"N.Y.S TYPE 1 BASE CaURS£ ` ALL CONCRETE SHALL BE AIR ENTRAINED, 4000 PS 6" STAB/UZED BASE Cal/RSZ' � 6" GRANULAR SUB BASE (95X DRY DENSITY) -- GANG CURS APPROVED CaWFAC7FD SUBGRADE AR EDGE OF PA VT. S SF PLAN 1 CONCRETE SIDEWALK TYPICAL ROADWAY SECTION N. rs PAVEMENT RESTORATION DETAIL CONCRETE CURB NORTH ROAD N.TS a f SIDEWALK 10"�' M X 8"X 12" G*�AN17F BLOCK CURB. N07FS (WHERE APPLICABLE) MORTAR BETWEEN BLOCKS PROVIDE " " " f. ALL LIMBER TO BE 6"x 8" CCA 7REA7E0 EXPANSYGW JOINT 20' O.C. 6 x 8 x 8-D DL"�IDMAN (0.40 LB R£7EN770N) SOUTHERN *-UOW PINE. 2. HEADERS AND STREMHERS 70 BE SECURED W17H ..• ; , \ ;t .• • • ; ' f0" GAL VAN/2ED SP/K£S DRIVEN VERACALL Y wTH " , e"' 4"MIN. P£NE7RA 77AN FRONT AND REAR. 7HREE (3) tl GRANULAR SPIKES FOR EACH FROWT STRETCHER AND HEADER. •''' •;;• \ SEE ROADWAY SEC77OW DETAIL FOR 4_o" BACKRLL . • .1 USE 60d GAL VAN/ZED NAILS, 2 PER HEADER PAVFiI/ENT CONSIRUCAON /NFARMAIIGW MA7ER/AL ': CANNEC7TON. + TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 �' . � • •• '• 4. ALL f7'ELD CUTS SHALL RECEIVE THREE BRUSH COATS OF 7REA77MG SOLU770N. / 7t7P of s"X 8"s77aE7�'HE7? REVISIONS a / PLLM yaw Barrett, BOnaCCI • • " 4'H16H BLACK NNYL •' }•• ' 90'• ' a' CHAIN UNK FENCiE DPP & VanWeele, P.C. . • ,•• '• d'• ^• '•' '•••� 6"x 8"x 4' o"HEADER (7YP.) COWC. wsE PAN 01/�D �Y a' .. ' '� .'� ' •. : . PLANNING BOARD • „ :• • "' q '•• 6"x 8"x 8=0"S1RETtlER (TIP.) STRETCHER a ra TOWN OF SOUTHOLD . ' ' "• 8477ER 1"/1T. I FADER No7E5} " " DATE CIVIL 175A Commerce Drive, Hauppauge, a 4-0 4-o NY 11788 4,000 PSI CONCiRI£1F MGWAUIN/C 1. CURB &9ALL BE SET TRUE 70 LINE AND � MAX MAX — DEADMAN ` 141 c_. TEL 631/435-1111 FAX 631/435-1022 GRADE AN POURED CONCRE7F FOUNDAT7ANAp — www.bbvpc.com POUR WE7K'W JOINTS 70 PRONDE RRM UNIFORM BEARING. %� - 2. CURB SHALL TRANSI77AV 70 6"REVEAL — AT CATCH BANS Amended Site Plan for 20"f BURY BOT7i7DN '''1ON "E`" CLIFFSIDE RESORT rW COURSES BELOW GRAD£ 5Z F OREENPORT MOUNTABLE GRANITE BLOCK CURB TIMBER RETAINING WALL o TOWN OF SOUTHOLD SUFFOLK COUNTY NY N.T.;S. N.rs = ,t SHEET � ROAD PROFILES 3 AND SITE DETAILS of ALTERATION OF THIS DOCUMENT, EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH SEC77ON 7209 OF NYS EDUCATION LAW, IS ILLEGAL ® 2000 e.8N.,P.C. DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. ✓E ✓E FEB. 26, 2007 AS SHOWN A000446 ! LM: DET VIEW: DETAIL 3 of 7 La00\a000446\dwg\A000446-SP-9.dwg,7/212007 9:35:14 AM,\\[Pub11c]\E1050 N 3 11.65 2 E LONG ISLAND SOUND 4" DEEP SHREDDED BARK �"'-- MULCH " �. 53.44• E N 23'16'20" E N 28'02'10" „ + • E N 22'38'26" E N 22'35 49 E N 2425 20 E N 29'15'S2" 52.90 54.04' 50.22' 53.26 57.85 20.68' E " .` 6 SAUCER REMOVE TOP I/3 OF BURLAP f+R01aMA7C WATER LINE ` AND ALL WIRE AND NON- AP $ '` /' ... . —_.. _— " •;r�s)��., •r+".•r��ii BIODEGRADABLE MATERIALS �.\ \ •— — — — —sue — — — ?'� t�°r°;�'' �`w �r:�' = TOPSOIL BAGKFILL - MIN. OF _- — — — �e�� s7� 50� OF 501L TAKEN FROM HOLE _ — — — — — _�- COMPACTED 501L FEDEST?�L 23p28\\ •�\ \ `�� ` ' _ .\ \ •\ \ \\ i ./�`V = �_ -�\ •� //j /j // r \'� \ �, 2 TIMES BALL DIA. SHRU5 FLANTIN67 DETAIL AREA TO BE PLANTED AS rdioNs• � / / \ �� \ I 1 \ \ \ MEMORIAL ROSE j2iY4" POTS SPA aT�' O0000 .G. — — / `'; ;: •" .'t ;' \ \ \�� `� \ A�?\A°�'O�F�I�jA! C�TURAL f�NsuNDlsa 1�1¢BED` / HALLS HONE KLE - 21/4" P PAGrFD AT O.G. i. '' ,\, \\ \ \ �,/ \ ✓ �. 1 ■L \ \ \ / / Rt7�0�'A ROSE - 6" POTS D AT�3' O.G. / % ., ' . ' r \ \ \ \ �: AREA TO ISM IN NATUR aND� S/TURB) D/ BAYBERRY - 6 POTS CEO A�'S'r O.G :, __;00001 001 10 5 ' SETBACK FROM BLUFF / / • � :' .' � � \ \ ,/ / / "' ?8� �. :': '� `. it \ \ / l l — _• II \ \ / / / by I , 'I:1,��C•Y'�!•J C. r'•• •Y SEED \ '� '„ :, ' / �, .. o. ,• .. \ '� / / / / —' - \ / / / � •c ,��?,;ram"' .. i:� ;•s:+, •.,..,.,, .. / 1" ` � ' / ...n4�'r�•y�r• „;y`.. rv�i:�+�,{./y1n.r`Lo ►�i•l;.a:tr'\..,,.* r' / / }\• �• '\ \ � / / r. .•f, !1 ;:,, r...,..vr �iT:•.L;J �. ,. / PAVERS TO Bd RD WALK\ f •" v«,3 tn? t .aS. .� n.`yr •, •+nct•'!."VMd'�•s,l•t��Bl.•'•.:.w},r.: S�';i•! ,+• "r \ REI F RUBBER HOSE / v�L 4 ,. ,� 1:.:i.: ,t.g+:.} �i�., t ,1,,1,. .,.\' ,h•�`d,`,. O•Yl•�„''?i'.+,. 6A�•i` .. 'S a\• •'S ti' ;•+. •r / / / .+�� / ' \ / I " „t '—i'r— \_ I / �1 , ": j ;,;;•r}��'; r,;k �;,a.;"�.¢�i \ . . L / / ••y "• 4 50' SETS GK FRO-iL,�LIJF.� � I 12 GA. WIRE TWISTED AND LEFT LOOSE 'loll /• �.... •r' % ,; ,'•• \ \ � \ 1 / � � 2 CEDAR STAKES DRIVE AT �WA7FR SFRNCE J� ,J L- _.I mLP •B� ' \ \ / s NITS ,� T-. \ �' ANGLE AND DRAW VERTICAL -MP-EA 5-GV 10-J 1 .{a:•�`: \ / ` �I \ \ / l 4 DEEP SHREDDED BARK MULCH / - .,� b IG 5- / 0 +•t `' N. \ \ ,` ;Mw "R':::��„� "���rh°,`r:' . :� I SEED \ i / / GROWN OF ROOT BALLTO BE f / C «u ' • e f114trh� {.+*r`^r+ii tt�i ,•c:.^;Mr RD-1 I ! e. --> •4�+ D RD- \ \ / � \ �p� / � � _ � I _ A �8 ' �•'' , / w,, .,�, .• a;, ,�, . •.,.. �.,. � / SAME LEVEL A5 IN NURSERY � 1 I� c• [( N :; �• 1 / i /w I / / 5 IG �• i ti�•.A yd� :t:. `.� S9 / w \ y. Al :•t'^r. :,r,;n;••, I „«r,{4+:.�v Y' r„' 'n ... •V'\ / O I(3 ^ .Z�4' 8 Crl �}rf il` \\ NI �,`+'l';Y.in�.`�',•t•• i4Y" •" ''��'•' :•1 'K"" S: =;'aP.•�r.M`�y'}j,nt vie \ / 'r' 3 4O „v4by f^.r, _ a •,\ A •^•41 t Nr «.�'C•,M•"'.'�'e�'o / I-T 5-I r'e;{"� ' f• '-'—'" .�— \ i,;�j!4h:Tw�•; l ,�Y. �.�x gi•PN•t� 4f,. \f-� _i _ y ..h ` y / � / � 6" SAUCER I I / / —.� 4 • I ,,..r, �•,,`,*�,�; �� � w .w ► '+7• :l t,•yngr^.'•Z,r1 "N^ 4:,'•' .•. I,"� -EA \ \ ► \. �\ \ -F°�°��'; ` '+`":; '.. �' '°'`"1'a."���.:�• .;;.�.„:r�iA"���'�.. ,:.: � � \ / / • ,+ : REMOVE TOP I/3 OF BURLAP , ,.,x., ;,:� ;�.�; \ / :, - AND ALL WIRE AND NON- LAND NOW OR FORMERLY OF I � \ �) �- _� ti*i"���;•.i: \ s"�.w+"�T�c •ptt Z.• u�• .r+Y•=;q �•w /\ / iTT ,"—� E E BANG dt ORS _ "r,`,�,, ,an ,N , 1 •. - ll-1 — 't 1 • `��' --\ -"``':' BIODEGRADABLE MATERIAL I 1 \ 8—J ,� ' • \ „+'�{ f '`'i�` \ \ SEE �'t •t yvf, '•` ,, t•M1`r ,• . e'1 ",�J�!:.�`1C•4"• / f �. i,1LLTTT� \ .;�•.�•,,�a,�i•��;3 r\ �� Kla4+vYft•PC».r' �`• y �7 Ztr .r1�:ir •4 .t'f�' ,:.M/�,�:'lr / 1f �7} 1�, v. ,—]1.L \ \ - O �\ •,: ;?;.`rY;�', DW ' \ \ ;e�Y�t;''`' r�G5 �� '�•;�t t+w;ay'q,�- / LAND NOW OR FORMERLY OF TOPSOIL BAGKFILL - MINIMUM OF ' I ` 7� • v `.. \ :. t rr":;. p• r• ` i'i'f \ / / JERAD MOTEL CORP. tV �� "ee \ I I \ — — — -�z :. ;f;: ;�'.'' ,; \ ; �;:..w �,• 3 E 1 -, �a',4 / \ : �Lr ". 50% OF SOIL TAKEN FROM HOLE \ ` Z \ •• C .r..'i'ui�!4y' "':M }ri j^r v •1ta». C.�"'•�r',I '+b,• 10—J�.'S �� — — — — I-T ;:' r:;�;'•'�°i„t�,;•'7� 4.. •�Ar•..•. •.r.v �•, 'A I — COMPACTED SOIL PEDESTAL 1 ([, '•.••i a Ii fir,•:'., L; C' +:. ..••!„x.•; t. \. ;.ti« — � 5 SEED ;tw'1•:-'9;�r�..„. R�''Jt°^+'ia wi•"x"5:• �,:•,�r41:ti "i.r'' •!•:;:,•a:•� C:::,.;,r' a !e'•t+wr K r ti ' .11.11^•c�.� !r!�Yr,rC, j A;flT 4" �ti wkv 1.: r. !?:rh{!,• ,� \ \ \ •1 «�QC`. ,. HA� ''•':: . .^•,, •�.,,Y,•"i•',V v'`,Y7",j •P .:�.n14:•t•jw.,',y',Nv ` \ 4 o :i;�"•e''':r"' :,; ., : 't''• ;; a:i,,..:.�.. .. w ri:, : ,?.;� 5-IG IO-J 6 C' 2 TIMES BALL DIA. / t � ,jl / � =�s'•'=7c \ ; r t , rh;g"+: 'w.; �.l `!'',. `:A'�,ti•'•C; `',•� I - St \ y f...M• I \ :d i «wq,yY'd,^ Ai.��GCi r�i»ti \` .. 5_IG / 1 / \ \ � �i.,.dr i:•'+: ' D—� •.aN,, a.�...��1v�-.y\' 5—EAC •ry •" \ i -\ _ � , ~:•�;.r:•. 5-M r EVERGREEN TREE FLANTT I N6 DETAIL 4-1 12-0V \ 7'WA7FR 54-M D- i 5-PA = g J -'Tn►� \ 1 \ Y"Y, Y 5-EA / \ DW ss r •LANDWARD LIMIT OF AtEN 11MC . �•r \ , W F .n E R/M 37.29 ILA / Sf AD DQUN[ATM ON 0,M1 1 OY awK YOWM 1 .L SE�D P PG sib Sg '� E � \ ♦ �' / / . y9" LAND USE ECDLODIWLL SERWC= INQ'/ / \ � I-Pa 7sERWHfg-PC I 4-I0 / \ ( ) \ / rn, I 2-PA 8-IG 2-GV ,i _ r _ \ \ t LAND NOW OR FORMERLY OF / r / 3 PA i r -IG // PA +• . ✓ \ REINF. RUBBER H05E ROSE M. STEWART / Op 12-OV % 4-IC I I-AG i 5-I vNi� �� /FO \ \ 40 f / o ��T6 G — �I� — — �P.G_ w \ 12 GA. WIRE - TWISTED AND f PG \r j \ LEFT LOOSE / / b• ` , -IG 2-GV 8- ®LLD > -G / - G I / 4-I 4-I T E" 3-tomes J / / / / c \/ �2 uNlrs k- -I-PA / 2 CEDAR STAKES - DRIVE AT 12-C 5�IG / / 2-TC w - 6-J 5-IG �I k' D-10 / / ANGLE AND DRAW VERTICAL fi' 5-I0 — -bps 12-GV A-2 ") 2-PT 5-IGV 4-IG A -TG 44 5 0 / /�-�-� =_� TREE WRAP - ONLY WHERE ,/ I �6 I 14AP ,� 0„) � a .�`� � ( � / / REGU I RED BY LAND. ARCH. I ) -PA -TG 11 p °-- I - • : / Q 4 DEEP SHREDDED BARK I-AP D/ / I ° D 3 E .�) E_______ c�� 2-P r, MULCH / �,� // p/ — — -AC w / / 52-MP Pf� ") E Ems- E 5-AP _ / r \ GROWN OF BALL TO BE SAME 2-AP 21-P 2_AP �- . / r'' \ \ o LEVEL A5 IN NURSERY I-TG I I I I-PAa AP \'\ � TG \ ) Jrp 2�_J . I or r'' � \ \\ � L `� ' ZZ 4 EA ,�PD_ i. \ •', 6" SAUCER �I i t -PA I IAPA ` /6-PA I-AP 4' \ � - '� `f 4 ` REMOVE TOP I/3 OF BURLAP 0'•'i i•: '9 a s / � " �1 r •.•: , � „•• , AND ALL WIRE AND NON- BIODEGRADABLE MATERIAL t 1 yv "' ( ( - r,'a: , \ \ N r• ±; , ',f} ' TOPSOIL BAGKFILL, MIN. OF I'; r 50% OF 501 L TAKEN FROM �• , _ _ HOLE o , t, d �' a • :, T COMPACTED SOIL PEDESTAL . , / / / per DN , x _ V ��;'% • "" J' — 2 TIMES BALL 17IA. T4o `" A hA -t:„" i";' ?,n' vYV Y'i}a•�•",r ;' ..`: ,..�... ..�52x � Ar /A- /I D \a / ON /ON—ON °ry BOULDERS IN BERM )$OULDERS N B`V -AP P EM \ p F L A T I N& DETAIL 5-TG W ti 2-AP Ile / / f^ aN- -- { aN DN of of oN �oN—•o, D" trr ON ON aN DIf ON aN ON— —w_0N ON ON ON 1DN ON NORTH ROAD (C.R. 48) (MIDDLE ROAD) WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 555MEADOW CT. UNIT 11 - SOUTHOLD, NEW YORK 11971 PHONE: 651-765-1715 FAX: 651-165-185a f APPROVED BY PLANNING BOARD REVISIONS Barrett Bonacci FLANTI NG NOTES TOWN OF SOUTHOLD � & VanWeele, P.C. FLAUNT L 15T 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. DATE GUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 21 AP AGER PLATANOIDES NORWAY MAPLE 21/2-5" GAL 545 FULL HEAD, WELL BRANCHED OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, 1-1TG TILIA GORDATA LITTLE LEAF LINDON 21/2-511 GAL B4 B FULL HEAD, WELL BRANCHED CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. CIVIL ENGINEERS/SURVEYORS/PLANNERS 10 AG AMELANGHIER CANADENSIS 5ERVI0EBERRY 8-10' HT B4 B FULL, WELL BRANCHED 175A Commerce Drive, Hauppauge, NY 11788 12 PT PRUNUS GERASIFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10' HT 545 FULL, WELL BRANCHED 5. ALL PLANT PITS TO BE BACKFILLED WITH TOP501L BLENDED WITH 0-20-0 TEL 631/435-1111 FAX 631/435-1022 7 FCC PYRUS CALLERYANA CLEVELANID SELECT CLEVELAND SELECT PEAR 21/2-311 GAL. 54B FULL HEAD, WELL BRANCHED FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. I Cl GJ CRYPTOMERI A JAPONICA JAPANESE CRYPTOMERI A 5-6' HT 545 FULL AND DENSE TO GROUND www.bbvpc.com 72 PA PIGEA ABIES NORWAY SPRUCE -7-5' HT. B B FULL AND DENSE TO GROUND 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 5" DEEP FRESH MILLED 40 G5 CORNU5 5TOLONIFERA RED STEM DOGWOOD 2/12-5' HT 54 B FULL, WELL BRANCHED 152 CV GALLUNA VULGARI5 PINK HEATHER 15-181, SPD. 5 GAL. CONT. FULL AND DENSE SHREDDED BARK MULCH. 125 EA EUONYMU5 ALATU5 GOMPAGTA DWARF WINGED EUONYMU5 2-21/2' HT B45 FULL, WELL BRANCHED Amended Site Plan for OF NE� 156 IG ILEX CRENATA CONVEXA CONVEX LEAF JAPANESE HOLLY 18-2411 HT 565 FULL AND DENSE 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. �P�ErO CLIFI=SIDE RESORT 182 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' HT 545 FULL AND DENSE �ra`"'Jo �� IV16 JS JINIFERU5 CHINENSI5 SAN DOSE SAN DOSE JUNIPER 18-2111 SPD 5 GAL GONT FULL AND DENSE 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER 52 LO LIGU5TRUM OVALIFOLIUM CALIFORNIA PRIVET 5-4' HT. 545 FULL, WELL BRANCHED PLANTIING. ` z GREENPORT 51 MP MYRIGA PENSYLAVNICA BAYBERRY 2-21/2' HT 545 FU��, WELL BRANCHED GRAPHIC SCALE I ICI PG PRUNU5 C15TENA PURPLE LEAF SAND CHERRY 5-4' HT/. B4 B FULL: WE BRANCHED 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST THE PLAN f •� p o TOWN OF SOUTHOLD SUFFOLK COUNTY NY SHALL GOVERN. 30 0 15 30 60 120 OCAq 0.7CAV r REVISED . SHEET NOTE: ALL LA�ND5GA►FE AND L4WN4 AREA�5 ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION 5`r5TEM. 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER 4 REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. ( IN FEET ) LANDSCAPE a. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. 1 inch = 30 Pt. PLAN OF 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE AUERAnDN OF ROFMONALNS E IAEER IN 7 A ucENsm rRo>:EssrawAl ENaNEER IN 00 APPL I CANT. ACCORDANCE EDUCAIIAN LAW, 6ILLEGALS N>5 m 20M LLay.1•.Q DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. WW✓ WW✓ FEB. 26, 2007 1" _ ,30' A000446 LM: LANDSCAPE VIEW: LNDSCP 4 OF 7 yr(Da00\a000446\dwg\A000446•SP-9.dwg,7/2/2D07 9:30:34 AM,\\hblic]\E1050 , _ EROSION CONTROL LEGEND N 3 6 2" E LONG ISLAND SOUND + N 34' " AREA REQUIRING EROSION CONTROL BLANKET -_ 44•bf•23 E N 252 9,0 9 E N 28b2'10" E N 2203828" E N 22635*490 E N 2475' - 54.04' S0.22' 53.28' 37.8 s.o STAB/UZED CONSTRUCTION ENTRANCE.• •' ' 6.0 �- s.. f •.,• 4.0 APPROXIMATE WATER IJN� 3.0 a., 3.0 + S/L T IF o- - _6 _- - . - - _ - - - - - 1 _ -181s_ � � _ � \ / _ - � - DROP /NLETPROTFCnON.• -24 -- 34 37.3 -_ - - -32'_ \ \\ \� _ \ �- \ �- - 1 _ = 4 _ \ -- \ / % " CURB INLET PROTECnON.• - HAY BALES Ir ASASHOWN ONION HA A \EROSION HA D RD LINE \ \ \ \ \ / ` '� / - / / 2\ J AREA MAP, TOWN OF SOU7HOL0 SHEET 12 OF 49 / ` / / \ 34.2 \ �\ \ I'll 11-1'I,, / \ \ / 1-- -_ �420 22.8 \ (AS PRF�AUSL Ll-Y APP ) ` / r ^'�-+ � / / ® 41:a looll ` SEQ \ \ \ l 0 \\ \ �� ANDACCE3S�IIdIRWAYBER `�� (SEE PERMIr APPI(CAWON / / V o - PREPARED BY THE LAND_DSE,EO.) • ' '�t'' \ / OF BLUFF LINE \ 1 ro REa/ANV O► \ / EROSION CONTROL NOTES +J0'a / / ,tU DE7LWINED FROM TOPOGRAPHIC \ @ $ „r.,.r , .'•f :, . ; ,:. 4 ,\ SURVEY DAIEr,�'/LY 14, 200! \ / I so 'Sere. rF ' ;'`'r; AS APPROVED S 7nWN TRUSTEES ON 11 2 1 � .,=i•1ry<' ^':':b;:;L :•r;:•".`.. 2 \ F 39.3 +'.• 1. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TO 7HE FOLLOWING.• / / / / ( -• ON EL, ® ® ® %lC 1; "''•, W 057RUCTEO ACCESS 33.4+ \ I � f/R£�CII P /tPOSE\ UILDIN A. TEMPORARX Y DISTURBED AREAS (LESS THAN 12 MON7HS) TO BE HYDROSEEDED AS FOLLOWS. uNl?3 + 34.5 +35.7 :/ ) I (';�;:;':.''. ; + 34.a o . . , , , , � \ \ / / / AU�G•UST 1 TO NOVEMBER 1 IcNNrcr POOL / ! so.9 3'i•p'1,:,F I 1 ' RIG - 2 BUSHELS PER ACRE OR �) 3e.6 +, / O 47 LF®5.50x 34.x� +3Ja( / / BACKWASH Ll ) p.:. ':r'c. «; / J 1 TO DRY L / 40� \ / "ti' "' {\ ?0'W70E UNOBSTRUCTED ACCESS j ` \ / / / / WINTER OATS - 3 BUSHELS PER ACRE FOR F/RE nGHIING PURPOSES, + f II / ) 2.4J is\\ \ ...y:.:,.:.:i,.,:;.`4�:•. Y.',.•�'t.,i,,;;.• / J J / / / 40.1 42.4 \�� / ': '' ',;;> ; ; T: :,:;. / NO"BER 1 TO MARCH 1 I \ ''<s`t<::;r''";:. ;:. �v/ 4 ON OF STRAW PER ACRE AND ANCHOR MULCH I / \ i•: ':+,: ,�,, ,d,.. Xl NGFOUNDAnONS / / // MULCH WITH 2 T S 'o•' � \ / A.i•':^':';' ...ia'i..',.;.:�' '',. EMOVfO,(TYP. ,I'•Y•�.,.. 1. A-'' ,•,.r-,• D- / C : MARCH f 70 MAY 1 041. 4 .5 / 0 41.00 40.50 ;, `� -FD '.�'. a�«`--- :;,: ,i;'' �i:X .. 31.5 - I r a _ :r:. -a:: / DOMESnC RYE GRASS 20 LB,� PER ACRE OR - � ��`��:+• J 5.0 `_:I _.._ i �'.�:;��.;` •`:,�, ••L� <<: � SPRING OATS - 3 BUSHELS PER ACR E 47,25 •42. '^+ BORM i.';,i:,,': I!,;. i 't:; .fL�` ,a.ti..;l•,,: /al�t:,r,h +. t' ® :I' \ C:j. ® !-h Ll : 3s.4 i •P'• r., + �.:;;. Na a-a :�:.:...'.� ,. :;�?.:�'• :t�;. MAY 1 TO AUGUST 1 I :ay :'� `�•". •:c d o !�-,.t' ; SUNDANGRASS 30 70 50 LIPS. PER ACRE OR \. \ lr. :.1 rw,,;�,, \ Op FOUN / ::" ® `: v \ ```�`! ; a`L : MILLET 30 Tt7 40 LBS. PER ACRE 42.7 - _ - •+•T:i: ':1!'.`l:'+»'.iCo � �. .••1,!'�'�•�,' n \ ' I 44.2J,1•.. ,.a...l;'k ,ykn. ��5"j,`• " I !,,} ', 4 :':•yi'•. 9,0`► 1 j ' 'Z '\ I :,:,..L•, 4.JB h'•tr;.r _ � c RAW •, '',e •;"+ ,,•. D/•Y \ LIME AND FFR nL/ZER TO BF-APPLIED ASNECESSARY . 2.4 a 3e.3 h l h l' W . 0 ~t,t. / 1 44 5 i 5 F®LOFT` 'r•' 3. 0 ? L + ', % '•%1 u 44.28PVC \ 575 n: t•. # X w <J:T TW 4S 40 a .�•.:. 8 ,,•,. 52 4 •''''��'''�':':':•.. -''t:=.:-;,�••'' ','�•": ^�•;; : , b / B. W?YERE fTNAL GRADE /S ACHIEVED THE AREA /S 70 BE HYDROSELnEO AS IF OR 01HER APPROVED M/X: BW 41.40 / � rv. �4. �. ; `\ 3130 I \ »�r � N` ,.. ,,:.:.::.:. 9.43 .� �• d ( • \ / ( ) .y hd LF OX 'r.,yG 1 D-2 `.e" + 39.9 a ®' TC 40.45 �� ( / �ry 4 �--- SEED 70 BE APPUED AT A RAIL' OF 5 LBS. PER fJ S.F.000 TC 40.40 I , :k" �... •,Pave B 4 .1 \ ;;,,. ( \O J9.9J \ 70X TALL FLS'CUES P �D .:'.•`'; A \ 53X 20X PERENNIAL RYEGRASS (FOR QUICK GERM/NA nON) \ ^t•nif•�ttt� � .' -1 � CR CE .,.....,. "� � TC 3B.25 \•. PVC 5 !"'-' � / \ X J / . ' s7s ,,..:.• y •.' a .'!..'.,; �;;:. , _ � •"•• •�'�•� .+ 3'• �* j / / \ fOX KENTUCKY BLUEGRASS OR KNlT7I + T+\ \ ?J?"' �( BC 36.80 .D, . D-4 •4.'•,39. B ^y.•(,l.: (F A(G) rC 43.Z rC 4 "� / LIME AND FER77LIZER TO BE APPLIED AND WORKED INTO 7HE TOP 7HREE INCHES OF THE SEEDBED AS FOLLOWS. 412 Q� \ " BC 43.10 BC 4J54 s ) + D-5 "- , Y y^ y O \ + rc 40.2 \ \ 416 \ \ ' + u © YY 44 37.7 NOBc -11 rc 395 �• J + ` _ - \ B 40. NO \ '� \ / LIMESTONE TO BE ADDED ONL Y IF A SOIL TEST INDICA TES A pH BELOW 5.0 IF NECESSARY PUL VERIZED LIMESTONE DW T L 65•� 4a., \ TC 41.22 ' I';•;' � � 4 g ec J9.o0 1 SHOULD BE APPUED A T RA IF" OF 50 Las. PER 1000 SQUARE FEE � T.TC J8.71 6 LP 37.54 9. �. /\ 9• c 44.88 \ \ B '4� \ D-7 \ \/i Y / FERnLIZER TO BE APPLIED AT A RA7F OF 500 LBS PER ACRE. RIM 37.29 W\ +.� Tc4,0.15 / 4 \ Sr TC 39.65 �4e.s ` CA \ TC 39.50 /8 PW r / / ytp� / / / \ ' 14e, ♦ 44• 1 SC J9.40 7C J9.f! p \ Bc 39.25 MULCH ALL SEEDED AREAS Wl7H SMALL GRAIN STRAW (RYE, MARSH HAY OR WHEAT) Q \ \(i `SEE / OR REGULAR HA Y A TA RA 7E OF 1.5 TO 2 TONS PER ACRE AND ANCHOR. -B TC 38.75 / \ !y� / / \ "•I;;•"45.7 I I I ,� r 9.0 "� / TC 37.94 \ ec Je.so STRAW MAY BE REMOVED AFTER THREE WEEKS. / I Na B-2 D-9 / �;' �. TC 39.Is-- 6 18,P 45,15 I y 4876 �(Jko 7 �Zr arc 4.72 :--� / \ J\` \� GRASS AREAS TO MAINTAINED AT A HEIGHT oF BErmsEN 7*0 AND THREE INCHES TO PREVENT WED /NFEsm nav +42.2 (//V� i wOw �Q 42 BW 45.40 4 4O ( / 4 p $6ri 11L`41, 45.4 75 / 7 ( /p BC 40.93 ,,;L, ', \ 2. EROSION CONTROL BLANKET (NORTH AMER/CAN GREEN STRAW EROSION CONTROL BLANKET S75 OR APPROVED EQUAL) • ' rc 4s.69� i��'' / O 5. � BC 4 �\ J � 47 i9 R£ ,D N TO BE INSTALLED ON ALL RN/SHED SLOPES GREATER THAN IOX (IN LIEU OF MULCH) OR WHERE INDICATED, INSTALL AS PER i \ _ MANUFAC7URER'S INS7RUCT70NS STAKE W ZY 2"X2" STAKES 4' O•C. THROUGHOUT. / / +' . 45.50 I y' aos �• y 4J 19 T .................. a. / + 42J 49 / 3T.9 � / .................. ... + \ BUILD >�- / \ 3 TC 44.30 WC, -en ,9.4 / °'� / W INSTALL STAB/L/ZED COWSTRUCnON ENTRANCE A T ACCES POINT (/ND/CA 7F0 PR/OR TO GRAD/NG SEE DETAIL 7H/S SH££T. 18 LF® 1.47x 1 LF®1.19x 4 K ............ / 1B"PVC \ 12 UNITS . . . . � J I a .... rc 4770 •'•' \ / 41 / / / / o rc 4520 rc 47oB �' ' ;'.':,'.'.':........ . : \ k, D-1 INS*rALLAnON OF sxT FENCE TO BE RECESSED A MIN. OF 6" WHERE /ND/CATLD PR/OR 10 GRAD/NG. TC 44.75 BC 44.95 TC 4�15 ® ^ \ ` / / Yw a9 3 4. / / / Q• SC 44.50 BC 4 .90 ®I 8 _ .............. C 4 A / / J93+ / � / ec Soo rc 451/ I G6 , 4s.57 I r< c�i2 a p�� ) �� � '�'• ' ' ��-• • '•' � �: '°�A A / -�/ 5. ALL METHODS AND MA7FR/ALS USED FOR STAB/LIZAnON AND EROSION CONTROL 0Ac / / / SC 44.96 D 46.32 -') '•• d, -A y A + / \ SHALL CONFORM 70 7HE STANDARDS AND SPEC/FICA 77ONS OF THE TOWN OF SOUTHOLD D - I TC 50.JJ �G��� 51.29 64 LF®6,0 x ('5:.3 AND 7HE NEW YORK STA KE' GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL \\ 18 LF C, 78x BC SO.OB "' / /8"PVC (' ' TC 45.16' f/ D --32- B / / 41.5 �. / D D / \ 1 A 3 18"PVC) (�0 - O ( ao / I rC 46.96 1 +50.4 '� �C 50.82 z \ J3.ro `\ - LF®J.51x BC 71 TC 47.48 \ ( \ � / ► / lB"Pvc B 47.27 ") rc 47 46 \ + 6. DISTURBED AREAS SHALL BE' STAB/L/ZED AT A SLOPE OF NOT GREATER THAN 1 ON 3- / 33.14 \ 30.1 4/•, y / I PN 50.90 ,� 4730 59 ( se.3\ \ AC 50.82 TC 47. / s a \ 33.32 \_ °^' \ / / I ) I rC 50.67 / rC 49.63 BC_47.34 a \ \ .34 \\ \\ zz9 p BC 50.42 BC 49.3 cp TC 47.B5( 9k20'OVERFL08\ / SAD \ / PARKING 6 1 ' , 48 \ ) PA VG \ 7. ALL UNPAV£D'ROADS USED DURING COIVSIRUC7701V SHALL BE 7REATED W17H CALCIUM CHLORIDE* J4ae- ""f1f 50 _ ACrs•9z' I / S� D- ( OR OTHER APPROVED M47FR/ALS 70 CON7ROL DUST. \\\\ S ) a / / °c/0 R"+�e c+N f \ Js.s o \ / \ / \ ~) Y� y' t y^r^ac a Y Y�r rC 50.80$3.7 \ \ \\ 34.36 ecf 3s.9x \ / �_ BC 46.41 ,� y r Y• •. .,,� PV7 49.96 BC 48.42 az.1 -_\�34'08 `O»<, �j6 I ( ( + \ + I \ S0 r N•r`fl Y • 61 ACT 48.66 TC 49.6J ! \ \ 8. m, CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY SWALE% BERMS, POND/NG AREAS OR of aN 417,a� + .T / +,y,, 4SO I t r 1 ,.1J•!9�J ,�.; ,« BC 49.38 \ OWER MEANS REQUIRED TO CONTAIN ON-SITE DRAINAGE. THESE METHODS SHALL BE USED + °''' �Y�T,y Y^'Y Y Y i`i?b"' Y ; s' '• `--• IW �'' \ PRIOR 70 7HE /NSTALLA 77ON OF AND /N CONJUNC nON WI7H PERMANENT ON-SITE DRAINAGE. Z 3a33 SOuo �•- -. µ.e I I \ � y~y� ' (� / / TC 5d� ► �'' � :� •••Y• t =[ \ \ .- �" �' wsr BoRlyo ` + y (` B ,' ri•"••'' 0.9 \ DISCHARGE OF RUNOFF ONTO ADJAaNT ROADS OR PROPERnES IS PROH/B/1E0. Na B-f at.A+I (`/ ft � " `L \ \ : rC 5•~••' j• W a•, i�tS>~, 60.3 / \ 4e.4 4G0. RIM { RIM OII�' / - .�'�'�,Q, " C; •• 0�t f• ; ,. t ' J• .•• a0.a+ + \ \ / J / `` / 40,,�= -. . ` r( 52 , ,• ... .e'c: \ 9. ALL DRA/NAGS S1RUC7URESr (ON-SIZE AND ADJACENT TO SIZE) SHALL BE CLEANED OF ALL S/L T A A Al� A A A A A A A A A A A A A � AND DEBRIS /MMED/A M&Y UPON COMPLE7701V OF CONSTRUC7701V STRAW BALE BARRIERS SHALL . 4 39,47/ 4x.10 RIM \ ' ''' ' •'' I J / . BE PROVIDED AT INLETS AND MAINTAINED DURING CONSTRUCAON, SEE DETAIL 7H/S SHEET.�.�41.ee 43.1J \V �- , %M 7 r h.-'ll�'�A A 1.Y35 -K ry �. .��'i .J r f •b:.. 'BC 5?.OS i 4ane � H- v �gI �4 .,i t 1: A •A BC S1.BB /Cc�' µ.3T • 4.a ON oN---•a •. .�. I '- r f A l ON ON OH OH 41.0a . ► -• ----� 140.33 0.99 Dt •: ••• .a0 �� l�' 43.38 W / ® +ta.9T! TT � /t� Lr�04 + ® / • • • `- 71.01 30.40 c 40.5e , w w W W / W ,x,41 ,x.a,W Jo'� 10. 7NE CONTRACTOR SHALL MAINTAIN ALL EROSION CON7ROL MEASURES DURING CONSTRUCnON, AND ,�N 40.42 st.ax / -f��� _ a9'aa �-' '}m.7e SOLID WHILE LINE so.90 so.e3 -_ .` ►- � 4,,,i /--- -- T- _ BROKEN WH17E LINE 149..4 h� ,D.T. �YL ex oe ec 52.00 S2 AND SHALL INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASIS. / ez.Te \ / / � � 7•�- / DOUBLE YELLOW UNE s0.ee .00 W1RE FENCING WIRED OR Wt701D POST � DN / +17.Ya DOUBLE YELLOW UNE 40.a2 at. ° 1�� / 51.92 STAPLED li7 POST" _ ON ��+44,44 / sx.Se ".« (14-112 GA., 6 Xs MESS/) -- � / �4 1 a Sr�M� MW aIR'�' / / 11. CLEARING SHALL BE LIMITED TO THOSE AREAS CURRENR Y UNDER CONSTRUC770M 7NE CONTRACTOR ON 44.)9 / �-� -�Y�-�� SOLID MNITE UNE 49.a�„+S ,�31.14 �? 62J-,°0 � � 152.83 �1 _+ai'e SOLID WNIYE LINE 00.72 49.55 SHALL M/N/M/ZE 7HE EXTENT OF CLEAR/NG WHERE POSSIBLE. ALL 7REES /ND/CA TED ON ?HE PLANS TO �-`�, - - - -i- '- -1 / 4s'�9® f REiN�A/N SHALL BE PROIE'C7FD FROM DAMAGE DURING CONS1RUCnON. CONIRACTt7R SHALL INSTALL ''• S s, x, a1.eJ 70a3 4�'4x COIWSTRUCnON FENCE AROUND TREES 70 REMAIN PR/OR Tn ANY CLEARING OR GRADING.OH . , �� ax.3T pH off off off off- /oN-4y f!L 1FR FABRIC OH_•� ON OH ON OH ON ON ON-�---�-ON ON ON ON ON ON (M/RAF/ 140N OR APPROVED EQUAL) +47•49+ ATTACHED 1t7 WIRE FE7VCING, 4TaJ axTD a+° „ 12. D/S'TURSED AREAS ARE TO BE STABILIZED WITH VEGEM77ON (OR 07HER MEASURES CALLED FOR IN THIS PLAN) nEs SPARED 24 " c--Q NORTH ROAD AS ,SOON AS POSSIBLE AFTER D/S7URBANCE. 70P AND MID SECnGW I CC.R. 48� _ I GRAPHIC SCALE 13. A7' THE END OF EACH WORKING DAY, ao o to ao so 120 7HE CONS7RUCnON ENTRANCE SHALL BE SWEPT CLEAN TO ENsI NO DEBRIS OR SEDIMENT LEA V£S THE SITE. ALL NAMD ANY SOIL I AAND DEBRIS AND NCOLLECTED SHAIROL LL BE REMOVED 70 ENSURE THE S7RUC7URELL BE CLEANED, INSPECTED, REPAIREDS EFFECnWNESS SOIL AND DEBRIS SHALL BE DISPOSED OF A T A PROPER LOCH nON. IN FEES' 14. AFTER ALL WORK IS COMPLETE' ALL EXCESS SOILS, DEBRIS, E7G SHALL BE REMOVED FROM 7HE SITE. \DOE` 6"X6" TRENCH i Inch = SO it �• 15 ALL STOCKPILES OF SOIL AND/ OR DEBRIS SHALL BE CONTAINED Wf7H A SIL T FENCE. f6. ALL TEMPORARY D/STURBEl7 AREAS LEFT UNVZrGETA 1L�D FOR MORE THAN 3 Moms MUST BE STAB/UZED T - • GRADE rW7H SEED MIXES AS STATED IN NO7F No 1. I cavFAVED BACIMLL _ T 2"1►•2"STAKES �Y ` (71W EACH BALE FENCE AND FABRIC rO MEND /NM 7RENCH BUILDING DIRE LW STRAW BALES 7WNE CU PA07M DVPA/NAAE INLET EC BAGIYFlLL ( � AR 0, ADZE _ - -� _ - - - 50 MIN. " TAX MAP No. DISTRICT 1000, SECTION 46, BLOCK 01, LOT 2.1 _I EX7577NO 3'_0" EX/snNG APPROVED BY REVISIONS FLOW FENCE" 70 BE ANGLED GROUND � PAVEx/E7VT � � WWARD SLOPE IN PLANNING BOARD Barrett, BOnaCCI DRAINAGE CHANNELS �A 7RE7Vp/ BOTTt7M of DRAINAGE + - .--_ TOWN OF SOUTHOLD � & VanWeele, P.C. CHANNEL OR SLOPE f7E7ER MOUNTABLE BERM DATE 2" SIi7NE OR ,� am (OPnANAL) SECTION RECYL:YED CANCRE7F 50 MIN. i CIVIL ENGINEERS/SURVEYOR /PLANNER S S PIA • • • • • • DRNINAGE/HEFT 175A Commerce Drive, Hauppauge, NY 11788 (M) TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com POsrs MR) � Flow _now . . . , . . Amended Site Plan for EX/snlvc Q NAr Eli1LE'S . AROUND o E of CLIFFSIDE RESORT srL r FENCE a 9 GREENPORT F OWN OF SOUTHOLD SUFFOLK COUNTY NY DRAINAGE CHANNEL _ 10'M/N. OR MA 7fa'l o 6 PENEIRAnGN IN 70 OR COPE ADJACENT ROAD W1D7H o x GROUND �� SHEET (SEE SECnow) ELEVi4 HDTV STAKES(TYP.) NA7Q�1 sir 1/ �Fs�a es; N �� REVISED ND>F (�=n�() (M-mrpav) `� EROSION CONTROL 5 MAINIZAANX 70 INaUDE PERIODIC ELEVAT7oN RREEMOW ACCUMMA7ED A 7ERALS AND PERIODIC MAINaWANCE IS /REPAIR FENCE:RM AS NEEDED � DRESSING W 7H ADD PONAL SrWE'ASS 10' MIN PLAN OF � REQUIRED SILT FENCE DETAIL ALiERAAON OF THIS DOCUMENT, EXCEPT S A LICENSED PROFESSIONAL ENGINEER IN STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER AT INLETS ACCORDANCE 7W7HON AW, IS L7209 EGAOFNYS EOUCA110N LAW, IS ILLEGAL p z000 e.e.v.,P.C. N.T•S N.T.S N.T•S DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT No. LM: EROSION ✓E/WMV ✓E/SS FEB. 26, 2007 1 All A000446 VIEW: EROSION je(DaDO\a000446\dwg\A000446•SP•9.dwg,7/2/2007 9:36:45 AM,\\[PubIIc)\E3050 \ , ------ - ----- -------- -1-- -- I / I �o; Vol, k r\o MO o 0 0 '' � ..N " �o9��N i ;0� p� CNN AN a�g N o>341 3 $ 2 = nj k: j CVO N+Ih= N+IH2 �J2 N Z Z �� e h�ZZZZ I ta m m CO e e � �h422 � 1ZZ � �ZZ i h�Z It 101. v`�• NV� o oN o, �, N I d� N Vy I v W I -dy=3 ��_ � \ ^ S '2 � 1 �'K S O S 9�Z k4Z ht ill A a lk �=Z2 �_ �. I.. �., N O N p O \ c 1 o N � ���� EX/ 77NO GRADE 2 Z 2 �i I` I` W. / 2 2 Z 2 y i H N .. I- k 5cl- �- N Q N Q " Q 2 h j 2 2 2 ., � �\\ e J �J N J J 50 50 50 , p p 50 ao,� N +� I h2 2 / 9 �� � , e �0 2 \ � e 2 2 �'�h� I` � 2 v � ►� ��,�� -.. EX/SANG WA MAIN y� h h k ~ � N N j N, n p , Nrh.��N Z 2 p 22=2 I. I. 2 m^ w N O I. j� •I,m A �� �p e e �"5 j J J V h S 2 .7 t�tor.0�iln I. I. I. h `+. V, 1-1 , . �� p p N�� � �j M p j j j ►� j +m�m L / \ h h het het 1 h22 V V V N mh �� m e ' ,� / h ZZZZ � �� �Z hh �N 1. " 1 "dh22 "� N N 2 h 9 I -�.,I I E SANG GRADE -- m 7 7No, "�IV ►Raao^,iN mI 1�, ey��.� � ;$g +m - -;;Z� 1. I I '-- - I H 11-�� -*,� I N NW3 N► N urm2Z2 m h,,�\ %�, h V.(b h I - - - �� k,z� *, y et \ \ oo PROPO m2 m22 I 71 Mi 14 C 3 EX/SANG GRADE o � � o � GRADE .___ m Z Z Z � vN'I� EX/SAN GRADE I N d h PROPOSED a�ADE 26' O 0.40X I. 2 2 I. GYADiWSEG Co + ~ �- --_ i �� 8" CL 150 PVC j �,j Z S , j Q EX/SANG I d 8 h et 40 +� +� e , 4D ' 40 50 GRADE 5 in m Z 5 40 on - 1 00.60.t h y yet � 78 0.77X 8 GY. 150 8 �' _ I 10 ' 1* _ 9�'� GRADED PRAp GRADE � 15 D +off AK �' . 8 w : TOP WA MAIN It7P WA M �'K 20 LF O a O Z,681� WA7ER MAIN O EYE)° aEIA 38. I� PROPOSED GRAD 8 DR 18 P IA 36.58 ID� h BO WA lER MAIN e � 8 DR 18 PVC O EYE . 37.61 f16' O 0.60 X 8 ° k , I UL=Uj= i i � c j �i � 0 O 0.60 N k v11 \." O 1.5OX Z56 LF O a40 21 O 0.6- 1r8 R P� ST 29 � E VN/T 206 BLDG UNIT 202 I 8 SD 35 PVC 8 S1DR 35 P STA 2 6 9 j I j h ,W ? BLOG um/T f02 ST 2+82 m C4 +m �'K �O « STA 2+49 STA 2-0 64 S 2+07 BLOG E UNIT 106 mT Tt7P 18 DRAIN BLOG O UNIT f04 SLOG UNIT 203 G E UNIT 01 STA 2+09 h� � ELEIA 31.91 • _ BLOC £UNIT 01 STA 2+79 DATUM ELEV DATUM EOLE'V DATUM EOLEV DATUM EOLEV DATUM EOLEV 40,00 90.00 „` DATUM ELEY (� SLOG £ UNIT 205 o, �, S •. m o m �o N ►� "� to o, V N V. , -•p ,+� N z g, %O r �, o �fp m �plI�n Z �tp ^c� MR� N o R O, r � hpN pp 2 1Z •'p p� w O .: .: N .: NR pq v •') N N Q IR h h %o � h K N h N N N h •: •: .. .: 4 4 4 � 4 0+41 1+00 2+00 2+61 0+00 1+00 1+72 2+00 3+00 3+10 0+00 0+56 1+72 2+00 2+93 1+72 2+00 2+88 0+41 1+00 2+00 3+00 4+00 i -2 T MH-2D SMH-2 TO SMH-2E PLUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SMH-4 TO SMH-4A SMH-4 TO SMH-4B SMH O S - REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. - SANITARY SEV1/ER PROFILES SCALE: 1"=40' HORZ. ��- NIOTE8 1"=4' VERT. TEST BORING DATA 1. Contractor shall be responsible for the securing of oil necessary , v ,,� J ` / " \ ermlfs Nor to c / >' I I �) , ., ,,. > .J.; :: + / ' f U\ V ` \ �sr,,eraayr. aalwm av P P commencing work \ / / :Y +' 9,"OQ ' I �30.3 O 8/w/w Q^0 B�: '' it" \ / \ \ -� 2. the contractor shall r+,rlfy all underground appurtenances before 3z.6 R AIR wA7m avrRawa�avrAc s�R► x Nua cornmenc/n work to ensure proper placement of proposed la0ftles '.' „., \ \ 9 PraP P ••J.. ''•1' I „ 's3B .0. �. 5 I 4 )/ 41 ,3. :J. {. ,' .� Sonttor sew ! e sewer shall be P.V C SOR 35 unless fharw! .� o se noted. 35.8 y\ 3 PP l : t 2 \ TEST BOF1N0 NO. B-rt TEST BCFWO NO. B-2 J ..%, \I L .:, �. 4 /A/ main /1ne sewer shall be eight 8 Inch diameter P.V:C A// bt 9 � / \ ELf.39 50 7d£L£� 50. house cavrnectlons shall be six 6 Jn dla J ch meter. Al/ a /n J r (J PP 'y° :;;`• , .. t \ paved areas with less than 4 feet of corer shall be DR-18. / 1 J ►•�• ., '1• •'NjA. ��8,�• \ / .�- BROiNV SAND LOAMY, flNf (SP) ?.0 . / a ( I ' ' '.: :.'::^ ..''•'.::.`.. '"%r:".•" \ 34.9 L � + .\ I � ] \ 31.9 1t7P J`BROW eoTT17Nl 4`GRAY SILTY 2O' A Water Mo/n Protectlon- The m/nlmum horl+zonfo/ clearance between o MR) Jlk- \ \ SAND flNE 5X GRA sP sonitary sewer and water mole 1s f0 feet. The minlmum mrticol I \ "::.•:.:: '... ..`:�`';- t` 34.4 I I \ GRAY SAND SOW£S/L 75; COARSE 70 / / /\ ION 8'ir''�, ' ' ', , \ / 33.4 -I - - \ BROWN SILTY SAND, f7N£, 5X GRA4FL, 12.0' MED/UM To RN& 15x GRAw4 NET, (sw) 20' deorance between o sonitory sewer and water moln Is 18 Inches, . / / J - EL. P(,V. r; \ ( I / ,•' \ / / / -I \ sP 6. House connections shall be Installed as shown. / / 1 wn. A SLf1ia/k County / / / 4s 41. HOUSE GOWN. ',; ,!„" Y •. \ \ I I \ \ GREY/�ROWN SAND, COARSE 70 MEDIUM Standard dean-out shall be Installed as directed when length Of - / / 1" WATER SERVICE �� 1 /NV 3 . TYP. U'LDINO a.15 :;.� \ - - - \ ►�L, Hrr 60 house connectlon exceeds 100 feet and at bends exceeding 2.3/ �� IYJ RN fOX GRA / (TYP:) J FAR BLDG " 1L6 UNI S '`\ ti i.,. + 34.5 +35.7 , --� \ degrme� / ` ao.s+ + TS \ 39.4 \ \ I n 18.2 �I � � 7. Owner w!/l enter Into an agreement with SCWA liar maintenance of hydrants a0.8 -�� \ J ) '" 34.9 I N N I \ BROWN SA�A�I M 70 RN£, 10x masr �0, 30' / / / J _�_ •.:�.�i�•:: .'' ;.:':'; \ + ' � GR£Y/�RowN SAND. MEDIUM 70 flNf I / I 18.2 \ 20x GRAVFz, WET B Heaftng w!ll be supplied by electric or gas systems with no provisions for / + 37,8Q`c � / / CONNECT POOL I 40.s / BOT. DRAIN 27.86 .�- - _ _ f make-up water. ��1 o _- \ I 38.s + 17OP WA TER 26„36 47 LF � 5509 3a.2 33.7 RED/$ROWN SAND/1RACE SIL>S flNQ Z0. REDDISH BROWN SAND SOME S1L15� 2O, P 8$ ' / BACKWASH L/l1r>r / 40 - F / ',•,' I,� 18' PVC \ 1oxGRAVFL, SW M£D/UM R7 RNA 30xGRAVEL, SW TO DRY ELL Vc / - ' - \ 35.2 ) \ D( '` '' ,'• '�•�••��'•,''����' 3s.1 '+ ,. ''`' ' ?,4',;';, l BROWN SAND, MEDIUM >O flN[:, 5x BROWN SAND, MEDIUM 7O flN[; f5X • B_ t 1 / C-. :O• / \� RIM GRAVEL MOIST 10' D, MEDIUM W 7 30 QEFrERAL NOTES - SAINFEARWAIM ERS / 42.43 \ ,' 'Y' \ I• ' BROWN SAND flN 75X A \ / DARK BROWN SILTY SAND 1RAC£OF RD 1 atusrrEn Roar sw CLAY VERY RNE 5X GRA SW / 1 ., \ 0 8 BROW SAND MEDIUM ►� 8 >n flN WET No cons� 1. fructlon o/ commence untl/ the o 4 .o shall !toll w!n.�o' dJ I con tlons are met. �•C ARK GRAY AND flN T I '••aI O SB D Y S WE 0 9 4 4 N ' z A O BROWN SAND CO sf�,` R 70 M lUM >n A. e ED lh owner, 1 and contractor of en Weer tend o''G"''.•'' K A ND ro s. . . .. .. . . . DARK GR Y SILTY SA TRACE of con traction meetln c� _ W so P / _4 \:; zo flN Sox GRA Masr cw I � VEz„ c flNE sox �A T LAY VE7PY G7 SAI ( ) VEx, with D Works= l > Department of Public ark resento I F D \ � roP •�'�- ''Y \\ 3 C R 0 /M -9 - R F D _+�- BROWN SAND MEDIUM. , a, 0 R?flN 5X 4 _.3.50 I •5' 1 42.43 ^^ _. :;' .�o' '.1�" � K BROWN,Z• V DARK SAND flN WET '\.. 1 An construct b SY!40.50 K 1 3 .55 rolKrl to cans ti fF COUNTY V :; 's'•:�• B. Olf1C TY DEPART!!/ T OF + 41.00 >. FD ,,'• VE4 WEr DPP y h ; + \ I �`- '•1 �A TE954 + 3 e. W HEAL S has, "Y � ':�'�•� � 77•/ SERNCES SCDH h been r+acelwd. \ N. _ ---__ � BROWN SAND 7RAQE S/ A L CO RS£ >O • VIL�E.;� 7x , NOR VER so 35.0 Ea;o Y MEDIUM ltJ RN£ 30X GRA SW 2.0 M VEz, I N C The O er W77 a' hIs er resenfa o\ five has n fllTed t 44.2J.. h he S•'�''�.•. UDHS /n Wr/fin I 0 /h mP 9 J •4 ',: `�� i 41 2. O.25 � „y. ••J Of his !ntentlon to commence construction and e.;•` � f cflon h she shall submit a .c� 3`1 �` BROW D MEDIUM / 2 /7 +' BRO SAND, ED UM 70 flN£, 5x ,�0 ;4: ;': `. accurate e o a f/c!schedule f n oted w progress 4 • A ark of least 14 calendar 4 � s CR VET..;�. s.3 BORING P rlog :�. A P 4 \ ,,SER :,. " da prior o actual or t o to commencement - :�\�: OmenE dote. /f an y n s c f' N reason constro flan \ r � B "a y I -� •°�: '��•�'• � 'INS, 1 `a - •'�3 8 BROWN SANDY CLA flN C .0'S ?Y$ � Is suspended, '•,: / earl/ ed a written o of( ) n tice same sho'��•� Mall be fronsmltfed P'\' y �P .i AO Ow the S'`�- 2 to ADh/S: Wtltten notlae o I \ f rocom encase \ :. , m ant of construct/on r r4':� �! o P F O :<'• N D to gether then with o rovlsed progress Mall �' '� schedule sh be tro nsmif ed to the 3 7.s I �tY~' •''�:•:• o t •:�, NO RECOVERY P/'lo9 a A BROWN SAND, M N X 1Li.0 ,�j SOME SlL fl 0 TS .38', 75 SI.YJ a east fhrme TC HS f / 3 work da to actual Nor t o/ recommencement date I - <> � P men �.' v 'Y•* GRA VEL 4. _�4 23 c�1 HOUSE CAN f 4 -2 N. i• ,'.•�' GRAY A S/ SAND, TW 4.00 c, Z •\, Y CLAY 50Mf SILTY D VERY 1 1 /NV 35.93 y TYP. .�: flN SC D. The own odor( ) er n contractor a v has f7/ed oil necessary a /!cottons with 1 � � V �' PP y� i" w 44 00 3Mf•%�:Pl�•: ��i7 •Z v / �,.` F L '9 Z OR SLOG C Z E th e he Suffolk Count'� Department of Health Z z o y eP en t h Service SADH f A z RIM 44 38 WN N N T Y O DARK BRO SA D fl £ WE i� 4 • , 1 Z z 5,0 �` 3 .z e o 1h loco/ town and has obfo a••;� 6 load /l necessary a'�•, ace approvals. . . y P c'• P I R/M 44. .1 i 43 •43 5 40 0 v r NV E 39: .s 5. N •INK ARK OWN ND 20, .z, S D BR S1L TY SANDS TRACE OF 4 24 T, N CLAY), R fOX A"�---� Y GR SAI I ,'i" Ly VEL, ;'1 40.08 3e. J'\ C 3 ) 2. A// workm nsh"��'�``• o and mot a/s se er! for veer constru f d ed B•- 2 c lain !n ud /n thisproject r• o+ �:' al/ conf orm form to thelatest ulreemenfs of the S / 4 . re9 1S1COH ec Acat/ons far 4 50 ,��.~ NO WA PERCHED TER ENTER Ar io, £D A. NO WATER£NCOUN7fR • 33. .12,ao ED Sewer C onstructlon lnduslve of o// revls/ons and do�`'•• adder thereto. /n o// U \ W T f0'A A U V'.;.SE'3•'f� TER = 18 PVC c !N. cases wharf cts a st be. . , canA/ xl between the h contract documents and the latest 44.28 en n h / t t x ,. T .�y: 5.75 1 \ z r y• i.' 4 G 7 3 :4 '9:'' 9.93 I t' 1 reHsions e"Y. '43.7'` of the eCJACaflOns for Se wer Construct! t I on he !nt rotation TW 4 40 r \ erP 5 X 2 0 '� 4 4. ''�•� �39. 3 and 8 rvl/n s e S 4.3 of the SCDH shall be b 41 40 `� Ind/n Bw . . 9 i S• \ 1 �9.93 18 P V :1, G vOZ- � .6 1 •.X 1 -�� v T � maternal orequipment Into the work five �, . C 40.45 C 1 •\ ( 3. Prior to the lncaporofJon of any , V ZZ 4 V Z • 4�!� BC 39.95 TEST BOIaNO NO. B-�9 5 !es of shop drowln s, catalog cut chorocterlsttc curve test 8 Dl + ( results performance data, eta: as ulred b SCDHS shall be submitted to the S. BC 40.15 \ O + 1` .. •R1 \ 3 3 G V �- SCDHS; No materla/ or bfec oroted Into the work ant!/ oil^,�'r,; �L �•,•' . . . . u/ meet shall EC V ,788f ca7�' f. � G :�� y .,.. � . . . . . . a!D . . . . . ( q are reviewed and aPPro arp 9 1 � ,I''',�:y :y. �� � re submltfo/s red, in wrlttn , by the SCDHS o' :,.,,;..:'.'a ;z' I , _ �:` O TC 38.25 A!/N 3 ® 5.539 . . . .. + __l' / \ !� •�,� -1 M 1+8 f LF :•�```' ;'�4 PVC 38.4 �( BROWN SAND, MEDIUM 7C RN& 15X 4 p' ' ' S. 5 6 °' .~'.•r g:'• t � / R/ 42.7 ®268�'8"�j�, �P "' '.`dab � i \ g3 3 .a / ORA►�fL, (SW) 4. Sonitary grovJty/Ines shall be laid a mintmum d/stance of 10.0'horJzonta//y + G \ /N '4DB hC' ,r 1.7 �` 2 f' �L�t � SE � /N � \ 81C 36.80 D \D D-4O • • • • • •. •.,�; 39. •8 • • ..+ Y�� and 1.5 v+af•tico//y below any exlsting or proposed water main. . -5 rJ \ G P T 3.79 47 1 RW� \\ + \ D �G Y '"'1i^�r Y BROWN SAND, MED/UM ro RNL:, 50X 6 0• Jam• The contractor shall lfvmish and Instal/ an underground manF/ng tape along 43.2 �% ,4 •'.'.' 0 BC 43.54 I Y + GRAVEL all sewer /1neg !force mains and house connections In accordance with SCDHS ' + � 1 �1, I, 43.6 BOP 5:4h1.�.34.96 V V ©e Y Y 36s 36_ � eclf7catIons for same. \ G \ !� MA/ TC 43,95 I ( � TC 40.82 ► sMH Tt7W ORA/N 31. V � 9- Y Y G Vl - ✓ sP • C ` ., BC 40.57 � STA 0+4 V MIN \ z / �G 4 '\ D( V o BROWN SAND, MEDIUM 7t7 f7N[, 5X 6. The contractor s�ia// defermine the exact /ocafion and e%►btlon of exlsting 37.7 O -o R/M 39.0 \ Z T 39.55 �. Zo TWI'4 .40 ? / G � / BOT. SAN. 38.08 TC 39.25 /NV SW 4.08 \ /- GRAVEL. (SW) utdlf/es (Jnduding exlsting sewerrs) by field /nwstlgat/on. Are contractor BW 39.40 (i G : a 7t7P WA 36.58 48' TC 41.22 a \ 220 C 39,JU " - -� 39 9 J Is responsible to determ/ne the adequacy of all ex/st/ng sewers to accept �/ ^^ �` �.'.,'•' o BC 40.97 BC 39.00 !NV NE 32 Sl _ \ 0 60,t B• ( C", BROWN SAND, MEDIUM TO RNf, 10X 3.0' '• �/ y' I INV SE 38.71 6 LP 37.54 OR 18 p 9, G \ aRAVEL, WEr connectlon of the proposed work. fie Engineer shall be not/Aed of any �\ \ \�s � 57 + \ 238,46 \ + \ \ �G \� 1, conflicts between ex/st/ng utffltles and of any Inadequacy of the exlsting 1 G � 4.68 � -- sewer /lees to ed accept proposed connections and Aowa / '9� , I \ - D-7 I � \ PrnP J' PraP 1 '� STA 0+85 R/M 37.29 \ T / \ b \ O �1 \ W QOfg -g 4�� I / 7. /t /s the rosponsffiXty of the Owner to restore olf areas d1sturlbed by h!s HOU CONN. r� b ore. \ 44.61 V TC 39.65 $� RIM E'4.2 �46.2+ ` CJj \ \ TC 39.50 � I--,'17OP DRAIN 3, \ \ 0 470' work, to the aondlt/an as before the work commenced. / / \ INV 1.46 7YP.-\ t BC 39.40 TC 3 BC 39.25 I \ BROWN SAND, MEDIUM 70 RN£, 5X 12 0' r r 44.36Q \ BC 34.35 0 \ I, /d GRAVEL, (SW) 8. During constructlon, a representative of SCDHS must be present to observe and '.., �. . FOR LDG A G .` () r / / p - examine the workmans 'p and moterlo/s being Incorporated Into the project.�`' e a -8 TC 38.75 / � \ 2E The Dlslrlct shot/ be the sole �trdge as to whether the consfructlon / / I 1" WATER I a -,p- T 1 ATER \ BC 38.50 � SERVECE � '�Pam,' 49 0 NO. B-2 \ TC 37.94 �, / _ ;::;1, \ .�+61 provided /s In comp/lance wlfh Dayoartmenta/ requ!%ments At any time during / / �c HOUSE CANN 8C 37.69 D-9 ( / 52 LF 0 6.777. t1.1 \ R/ 4dZ70 - the course of canstrucfton that the work !s deer»ed unacceptable, a stop work (11'P) + r O \ -6 18" PVC ` • '� \, /N W 33. f order w®l be Issued and any work performed after the Issuance of such on / / 45.1 r INV 4528 IYP. e / �'-- BC 38 90 ( ''t°°% order shall not be accepted or approved by the SCDHS: Unapproved work and/or 1 FOR BLDG D �/ �. / r l / -,.a motarllo/s shot/ be removed and /aced to the sattslhcflon of the SG�DHS O I 48.76 S7IMMARY au�'SA SLcWAGL�FLOWS / Q / 20 >! r 1 �O�A, / 70P WA 1ER 37.61 .-- 8 4 1.4 / 3 0 ^� 'Q � I STA 2+8B SM/H 2B � � 12 'V� � 127P \ 4• BROWN SAND, flNtr fox GRAVEL, WET before approve/ to recommence work wIl/ be granted. I IRAI/ 4+8 STA 2+62 �7 BC 41.47 \� -{- 68 UN17S X 150 GPD 10,200 GAD g� _- BROWN SAND/CRAVE4 FINE G , dNV SW 39.12 RIM 44►86 y 1 VNfr o4 �" � � I �' -'-'40 ( / / � TC�1. 2.0 (�� S`: W/k/72�'/ENETIF) 9. The owner and his contractor(s) seal/ be rospons/b/e for malnto/ning the S / ( /o / BC 40.93 MEDIUM, sox GRAM VEz, Masr. (cw) MANAQW tS' APARIA/E7)T(650 SF. 225 GAD construct/on slfe In a safe, non-hazardous cwd/Hon a/! /n accordance with / / TW 4540 . . . . . //NV NE 3895 INV SW 1 , .1� \ ,/ ) the rmqulrmments of the New York State Department of Labor, OtSY/A and a//TC 45.69 43.29 ` BROWN SAND, flN� fox GRAVEL 3.0' �7`7C£ 354 SF x 0.06 GAD/SY'= 21 GAD . / BW 45.40 45.75 .�'r "TV N .38. BC 45.44 " ' _ O - w �T 41.60 POOL £QUIP. ROOYN.• 200 SF x 0.04 GAD/SF a 8 GPD other ogencles having �rlsdlctlec Unless otheywlse approved In wrlf/ng by • ' A-1 _ - 44• + s.9 B SCDHSS the contractor shall erlscf and ma/ntaln adequate lbncln around al/ / - M£D/UM 7t7 flN 75x GWA � .. TC 45.93 nn 4 NOW GRA [ SAND, COARSE lO M g �V . .. . . . , .'.'.'•'. . . • . . . . 5.57 + I BC 45.74 _ � r p C 1,35 I * WET, (GW) open•� - . . . . . '0 7t7TAL FLOW' GAD an excarnflons: / . , . 45.50 BOT. SAN. 38 I .. 50.3 Qo � \ y 43.2 ❑T / / 42� rJ BROW)SAND, MEDIUM R7 RN& 5X �o. is Final approval shall not be grouted until aJ/ of the Hallowing . . . . .. . .. . . . . . . . . . . 7OP WATER 37.31 n + ` \ / / � � 49 GRAVEL '� " ' c) vl 57,o rmqulrements ore lFi/Ailed to the sot/slivctlon of the SCDHs:• / TC 44.30 1 . I Si{/ 4 t 1 �0.� 6, �� LDINC „ „ � / ( / " " " " " ' 49.4 eve 4a.o NO RECOVERY 2.0' / / BC 43.80 49 LF � 1.479 ' ' ' ' " ' ' '•'•'•'•'•' ; S A Z 1r• V HOUS�`CONN. E I, / � A. The system shall be sub�tected to testing to estob/!sh the adequacy of 2 LF 0 1.19r. /W 0.4 + V � INV 46.58tiLyP. � - GROSS FLOOR AREAS tndlWdua/ components and of the ovnroll systemss ob1/!ty to meet the 18" PVC I 18 PVC ) TC 47.70 . � 2 U f r- n,V& 5X GRAM 10 BUILDINGS A,D E 12 UN/T5 A736 Sr rmqulremenfs of the approved contract documents All acceptance testing 0. �_ /NV N .�. . ,� ' 8 FAR SLOG '�"\ NITS �-� C� / � BROWN SAND, ( ) BUILDINGS 8,C� %/� � ' ,•,•+• • . • •'• 2 BC 47.20 �,' V� � � \ / (16 UNITS) 9,400 SF shall be performed of no cost to the SIaDHS and no acceptance .�., , , , , . . . / D-10 / BROWN GRAVEL SAND, RNLI 50X MANAGERS APAR711/ET)T 702 Sr t0 O TO 45.20 TC 47.08 . . . . . . . . . . . . . . . . .','.' OO, -r" Y 2.0' tesfing shall be peerlbrmed unless witnessed by o duly outhorlied TC 44.75 BC 44.95 TC 46.15 • TIN 49.3 GRAVEL, WET, (GP) S \ BC 4 .90 BC 46.8 . . .. .. . . . . • , . , . . , , . �.• • • .._ ____ --- � r+gorosenfotive of the SCDHS: Are SY.�DHS shall be the sole midge as • • • ' • •• • ' ' V 5 0 l \ / to the adequacy of the Items tested and defects shall be corrected to Y. BC 44.50 > TC 46.78 ,Q • ' C 150.68+ A-2 ) . . No WATER ENG10UN7ER£D the sotls f!yof the SCDHS: 4V /� O I L BC 46.53 .. 5 - • • d` -W '.' '.'.'. . . . . . . • • +� � 44 LEND EwS'nNO PROPOSED « « TO 45,25 A 6 I B. Reproduclb/e as-built'record drowings of the completed sewo e / SC 45.00 TC 45.21 I `t I TC 47.1 V ,.6 `x leetlon system shall be submitted to the SCDHS "As-bu/lfs�must be x signed and seated by a duly Acensed New York State Land Sbrvl yar and T 46.57 i C 47.72 • • • • ' • •• ' • • • • V V V x x� / BC 44.96 - -'D C 416.32 I O ") '•'••,••'••••,• V V ' • • + � = � x `x`x CURB must supply a suitable permanent record of the exact locatlon and / TO 45.16 / I D TC 50.33 �G G�G�,G 51.29 / 64 LF 8.099 sz.3 \ S e%rvtton of sr connections, wy+es sewer /!ne structures stubs house 1 18 LF ®)2.789 BC 50.08 18" PVC SIDEWALK and appurtenances "As-bu!/ts" shall be prepared /n accordance with 4 BC 44.66 p -p � 98" PVO (,�0 �1 ( SGIDHS standards for "as-built" drawings for sewer construcflon And / / I A 3 ) J SMH • ' ' •• ' 0 be Ink on mylar or equal drafting media, mtcroAlm and/or d/g/tal, as ,N / ` I ' TC 46. 6 I +50.4 K) STA 1+72 (- - -t1�-- , BC , . 7 F ( 50.2 DRYWELL W INLET required by SADH,S •�� / _5 LF 3.519 BC . 1 TC 47.48 ,� RIM 50.30 ( \ \ \ / / " PVC B 4727 ) INV SW 42.69 / TC 47.55 46 .�. O C. Suitable "as-built"record drowings of the completed sewage works shall 7 / I I INV NW 42.52 I / BC 47.30 ( \ a8 3 \ be submitted to SY.IDHS "As-bul/ts"must /ndude, but not be /lm/ted to, p op schemof/cs and elementary I / ) INV NE 4J�97 / ('' drawings of electrlcalnmechianflca/nand proces/s, systems Drowtngs must / I S�I/H TC 47.59 / ) TC 5�0.67 / TC 49.63 ST 2+ BC 47.34 >. DRYWELL W/ MANHOLE COVER O be signed and sealed by a New York State LIcensed Professional I I 4 8 K SEPARA TE PLANS BY BC 50.42 BC 49,38 50. TC 47.89( \ Engineer, and must be Ink on myfar or equal drofting media, m1hroA/m / S16 \ ) 5 D NA� OR ENGYNEER/NG; P.C. n I V 67 BC 47. and/or d/g/ta/, as required by SCDHS ' 1 \ 1 + 0 D-11 DRYWELL W/ CURB INLET It. All moferlal and methods of construction must comply with the Standards i / K) I-Y Y 1 r-50 3 Y 11, � I TC 50.80 37 � / -- '' \ \ (i) and Specl0catlons of the SUFFOLK DEPARTMENT OIL'HEAL7H SIERLACES: irC 66 K X Y Y �y BC 50,55 TW 49.3 TC 48.67\ / 'BC 46.41 \ 4. I APPR. /RR/GAAAN WELL LOCAAON r �Y-1 l � � BC 48.42 1(� \ \ MANHOLE O I x�1 J _ 5z., TAX MAP No. DISTRICT 1000, SECTION 46, BLOCK 01, LOT 2.1 7. \ 4 .7 / 45.3 +45.0 \ 50'7 (727 BE INCLUDED IN /RR/GA77ON r ~y - ^ BC 49 38 \ CATCH BASIN ' \ + + I SYSTEM DESIGN) r Y \ ® Q 47.6 y x,� 51.9 ,.f.. y_-_�r_�^Y^y^y^Y^Y-yt^x �.,y^y--Y--Y � REVISIONS J ' \ � ( +44.6 1 r y �r� � / TC 50.98 s2.3 Y 53•, I \ \ STORM DRAIN O Barrett Bonaccl TEST BORING y� ( / BC 5).73 TO 50.98 52 I I I -OH \ N0. B-1 -� , (�- BC 50.73 C 51.88 \ ROOF DRAIN RO & VanWeele, P C �I . 51.4 SANITARY SEWER S O \ IIt'!'�,� d \ / ` \ Y CR 48 AROSS'NG 70 BE ACCOMPUSHED ) (/ TC 51.75 BC 51.38 56.3 / \ i RIM \ RIM off � x / � ` 7HR000Y�1 JACKING OR O/RECAONAL .� '1 BC 51.25 5o.s+ FORCE MAIN FM I / 40.3 4 ,` \ OR/LUNG AS AU7NAR/ZED BY SCDPW ( 158 12 / I WATER MAIN/SERVICE W WS 40..3 .18 -/ (SEE SEPARATE'PLANS BY 1 52 S 1 g•33 39 W `i- 'r x x \ _ _ _ 52 TC 52.30 \ / / UTILITY POLE L 42'10 " OH x x`-x X x v x x x x x x A_Jx x v A A x = 1 r \ x v • 'V r NAYLAR ENGYNEER/ GvP.� _ rc 52.13 APM CIVIL ENGINEERS/SURVEYORS/PLANNERS OWED B RIM OH.... 40.67 41.86 43,18 ` vn• OpH OH- Q � • ...r � � �9� �i4.r X � ...� � � TC 5 10 x A x x TC 52. 1 �' � BC 52.05 BC 51.88 --- --'"' p�ti / 44Br-- 46.5 #� °H -�, ° °H oH�- -- -- -- -- 175A Commerce Drive, Hauppauge, NY 11788 / 43.,3 4 " on OH BC 51.�5 x x x v xv x x x x / si.7 / STREET/TRAFFIC vTRA`�FFIc SIGN PiAI�hlit�G BOARDI TEL 6 1/435-1111°" °" H `'L T 3 FAX 631/435-1022 31 11 TOOIN OF SOUTH LD www.bbvpc.com •41.05 _` W / i 1 / 52.34 44.80 -�{9' 50.99 51 5 52.42 5 .50 '-� OH OH OH OH- _�" O� 43.38 ---/� w �-W � 46.98 '� / SOLID WHITE LINE +49.33 �,Q +50.94 +51,95 T- \ `_ 51,61 50.48 THRUST BLOCK p ---- _ a4.as ,,� w W W w W 's2.a, s2.s, W �50. CLEANOUT • 52 / / --i - /t( ! / 52.33 51.76 SOLID WHITE LINE 50.90 ■ / 43.93 �- ��'43 ---� -- BROKEN WHITE LINE a8_44 14O 50­7 .74 /� BC 52'00 \�` HYDRANT DATE ��' O7 -�_ Amended Site Plan for OVERHEAD WIRES pH i! ,' / s2.o8 _ u/ CLIFFSIDE RESORT �' S2.78 / ��� / \ DOUBLE YELLOW LINE O 50.86 45,73 / / - 'Q / +47.75 DOUBLE YELLOW LINE 49.52 51.3 5 7 '_ 51.92 __'�' • 44.44 REFER 70 ROAD /MPRowmENT PLAN 52.56 / FENCE .x �.�I oF/y / ° + % NOR -I ROAD (C.R. AS PREPARED 8Y BARRETT, BANACp / CONTOUR 65 65 �- OREENPORT H 46.31 J �� VAN WFELE, P.0 FOR Wl7RK / 48.03 / ® I 52.02 52.59 W MIN ,SUfFOtK COUNTY R.O.W. i 52.41 51.80 SOLID WHITE LINE 50.79 _ A '� a4.7s / SOLID WHITE LINE 49.55 4R ' - 52.65 - SPOT GRADE so.z�- +sroo s TOWN OF SOUTHOLD SUFFOLK COUNTY NY OH r 56 LF O 0.40X 8" SOR 35 PVC s / TC 49.3 TC 49.88 1 0H / ' PLAN---- / I ° TOP BOT CURB GRADE .S S / 4938 SANITARY SEWER SHEET4s 7s s 23 FLOW ARROW ,q'51.83 50,63 OH if161 '"a 15 52.37 OH OH OH ��` ( /�N L N 6 i °H °H ANDoff �. °H - TIMBER RETAINING WALL .' °H OF +4749 0"�'� OH OH OH OH GRAPI��C SCALE °" OH OH OH OH OH OIH OH H WATER MAIN +47.83 SiIIH 5 SMH 6 EXIST. 52.86 20 0 10 20 40 e0 STA 0+00 STA 0+56 52.70 02,90 SITE LIGHTING PLAN 7 + ALTF.RAAON OF THIS DOCUMENT EXCEPT BY RIM 52.25 RIM 52.35 A LICENSED PROFESSIONAL ENGINEER IN INV 45.95 INV E 45.56 (EXIST.) UNIT NUMBER '"�'" EDUCAAON LAW, IS ILLEGAL INV W 45.73 (PROP.) " ACCORDANCE WITH AW, IS ILLEGAL OF LAYS ffFz ® 2000 B.B.V.,P.C. IN FT ) DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. LM: SAN DESIGN 1 inch >= 20 it, 14 J / �s JE V ✓E SS `� FEB. 26, 2007 AS SHOWN A000446 VIEW: de j t(Da00\a000446\dwg�A000446•SP•9.dwg,7/2/2007 9:25:33 AM,\JPub11c]1E1050 -- - -. . _ -. . --- ------ ---- " - 1 SOVLS/N EXCESS CIF 9" BELOW PA VEMENT SUB- TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES GRADE cAtilPAC7ED 70 90X AASY70 T-99 " SAWCUT EXIS7/NG SOILS WITHIN 9" OF PAVEMENT 1.0. GENERAL CONDITIONS sums/N EXGIESS oF'9 BELOW PAwmE7VT SUB- PAVEMENT 2 BEYOND SURGRADE' COMPACTED TO 95X GRADE COMPACTED 70 9OX AASYID T--99 7 E OY WERE RE00 OF MAXIMUM DENSITY PER I.f All work Is to be performed In accordance w/t/r the requlroments of al/Federal, State, County and a/! other mun/cdoa/ agencles having art IdIctlon over the D/AMEMR D RESJFoR PA kmEN (7YP) AASYi70 T--99 work. The Contractor shall obtaln all permits necessary far the complete performance of wait BEND 6 8" E12 " 559WCIUT Ex/SPNG SOILS IN7H/N 9' or PAVEMENT PAVEMENT svBGRADE PAVDI/ENT 2'BEYt7YVD 1.2 The Contractor wall guarantee ol/ wok for o period of one A 8 SUBGMDE CWFACTED 70 95X WHERE APPLICABLE g p year from the date of the Owners Ana/ written accepotaii During the one ysmr period, the DIAMETER D w w TRENCH WHERE REQ� CURB INLET, FRAME AND DRAT£ 0.0. + 2 MAX. ( ) Contractor shall rgvafr or rap/ace, at Me own cost and wipanse, al/ 1%snai suppJled and a// contract work per mmed and Installed under thle Contract that BEND » w » w w 1/32 C' 8 FAR PAVEMENT• Gtr MAXIMUM DENSyTY PER CAMPBELL NO 2541, OR EQUAL Is !found to be defe:ctiva All rowed/a/ work shall be performed to the saf/slhcf/on of the owner and all agencles hating �liNsd/cflon. 6 8 f0 12 16 C " ` " RESF RAnaV (>YP) AA&YrO T-99 (SEE'NOTE BELOW) A 1-6 2-0 -6 3-O -6 A PAVEMENT SY/BARAD£ T.C: ENV,1.3 Prior to exca►adon, the Contractor shall Investigate to the extent necessary the presence of any underground utd/t/es Jn the area of the pvropased won* 1/32 B 1 -3 1=9" = " 2=0" -0 1/16 B 7" 8" "Any existing ut!/ltles encountered shall be protected with sheeting, bracing or other gWri d means: Any ut/l/fy ralocat/ans required shall be ccoordinated by the C 2 -0 -6 - 3-0 -0 C O.D. + 2'MAX. (W� APPLICABLE) Contractor with the utdlty owner. A 2-0 3-4 - "4-0 -4 A 1-3 -1.4 Poe Enyyl�eer obd the SLffa/k Count D artmeht of Heo/th Serv�'ces anal/be 1/16 B 1-9 2=3"2=6"2-6" -6 8. 9" 10' 12" 1/8 B 8" (SLOE'N01F BELOW) " _6" 8" PVC P/PEa new section Aushln or b/o t y not/Aed of /east 24 hours !b advance of canmancing wok aalm/tfing water to _ H 3g wag off mains, or clhlorlbation of newly Installed moans; C 2-6 2-8 4-0 -6 / " " " C 8 6A 2-6 3-0 = " 4-6 -2 - A 8 f0 '-0 2-6 E �J 7' « " t " w w ., BACKf1LL ABOVE 1.5 SLJtob/e barriers and cauflon signs shall be placed and ma/ntalned arlound a/I excarntlon and perked ent Pedesirlm and automobile irafAc shall/be 1 8 B 2-6 2-9 3-0 3-6 -0 9 f2 1 4 B 7 9 F 12' 1=4" f-8 2=f0" / w " / + SPR/NGYJNE 1t� malntalned and protected In I _ 8 « BE PLACED /N p accordance with the a /lcab/e visions of the N.YS: Manua/ of Uniform Trofff�c Contra/Devlces: C O 4-0 - 4-9 - C �o PP Pro 6 6 6 - 1-9 1-8 - _ _ Ck]NENT UNED DUC77LE -5 2-f0 /ROW WATER MWI ,I 3-6" oo P/PE ZONE O.D.• 12"LIFTS 1.6 Any damage by the Contractor to adjacent curbs; sidewalks; lawn area, shrubs; etc., must be repaired or rWkced by the Contractor at hfis own wipense to �� BACICFTLL ABOVE N the applicable Town, County and/or State spveclAcatlons, as early as proctloa% to the sat/sfoctlon of the Owner. � . i, ,�:,;•. 2/� SPR/NaINE 70 .' BE'PLACED /N • • 2.0 SPECIAL CASTINGS PIPE ZONE ..... f2•UFTS LosA 2 0 �• A :: •;;•,•.. :. f=2 C ........"v ____ ° -_-- .. SPR/NGL/NE MA7ER/ALS LQ •'''' " 1 ___ -___ Lil�J�7I1 PLACED AtMWA7aY/N "' ;• ....,�..� Cw S7t7NER I 6'LET'S. QV 807H.CAS ar PPE 1P 2.1 Gray Iron or Duct& Iran medhaii Mint Attings wd/ be utdlzed unless otherw/se indicated on the drowlnga Ductde/ran Al s Ma// have the letters '�/" or �d �' '•a _ Sp°R/NgJNE V =...... __-__ 9 __- D _--_ SPR/NGL/NE ELEVA 770N 'bf/CnLE'" cast on thorn. .' ____ ___. BAQI'fXL PCAILD ALIDQJ1GIlEZYNV " BEDIOVNG(!LASS'/,/l A4 Ill) NVRIF n a ,•• o 6'LA�7S QV 61O1H SW QrPM�'GP w R IAYSL'/misd'#A7E1P1ilL IS ENGYMi w7E#PE'D 2.2 f7ttln s with mechanlca/ t Aon es anal/ con tote / A►a a Vcirx ,r, }' • rO SPR/NGLIN£ ELEVAZION 6J 25" 18" 25" 30 o Uf/�IYCE.1'OIYAIKW OrPlf�'11�7N a g /Iola g form h dmenslons, wetghI4 tolerances; eta, for grayfmn and/or ducfdelron In A.Iiiii '�A.W.W.A. s' ,c� Sped0catlons CIIIO-77 or latest reHslon. -� �- ayes ,t ( ) �r 6o<LiDrA/G /LASS/d GIR B 2.3 GYayiron Attings eels//have a pressure rot/ng of 250 p.s:l. up to and lnduding 12 Inch d/omefer and 150 sr/. for ter than f2 lnd� diammeter. Ducfaelron si iIs o r a Att/n s anal/have pressure a pressure re .s: p' 9r A�A4l1VCE?CAYAApV Q°'PN�1E lAl11YgSE SECTION A-A FLAT fi7UNDA�N 7N� g pro g p up o and /ndudibg 24 Inch alameter. BACKnu TAMPED INTO PIPE ' 't'•'• ° �� •mod '�'ed - PIPE=SYVAPED flOUNDAnAN OR HAUNA4E� AT COWTRACTORS 2.4 FTttln t shall have direct/ cast upon them the manufacturer'. /den t/Acotlan, _ Fu T FOUNDA WAN !NTH CATCH B A S 1 N TYPE -I DIscYRET7ay. fiavcf/on of the c/rra/s err a// bends: p pressure rating, nominal diameter of opatJngs, and the number of degree orFM AWAR ;t ,F snit BACAIML TAMPED /VVrO PIPE �. 25 Mechanical JbInt Att/ngs shall/be used with 'push-on" !nt a with the N C E HAUNG7�lE AT CANTRAC1t�RS SoeclAcatlon C111-79 or latest rovis/an. Jo p1p hint conloirming to A.N.SL•SpedAcat/on A21.11-1979 or latest reNslon or A.W.W.A. •' .` r 0/4 0/4 D/SAREnAN. N.T.S. NOW ' '` 1. CLASS 4 A, /l/ OR IV COMPACTED BACKFILL MAZER/AL REQUIRED IN ALL PIPE • • 4 2.6 Al/ Attings shall be cement-Aped In accordance with A.W.W.A. S�bedAcat/on 0104-74 or latest i evisaon, or A.N.SI. SoedAoatlon A21.4-1974! or latest revision. •��:, ��' ;;, �� � m p � � N07E5 ZONES PER USCS (blill n SOIL CLASsii Z?ON SYSTEM). •t '' •' ,,' . I. IXASS/, ll, /l/ OR/V CANPAC7ED BACY(FILL MATERIAL REQUIRED /N ALL PIPE , •r ,, �. .. , o/,� m ZONES, PER OS'CS ([/NIRED S1OIL dAS51P1CA77AN SYSTEM). 2. IF DEP7H OF TRENCH EXCiZVS 5, THE CON7RAcroR MUST PROVIDE SY�uwNG D/� •' AND BRACYNG OR A SHEE77NG BOX/N ACCORDANCE WI7H OSJ�IA REGULA77ai 2.7 !Tie hint deflect/an liar mechan/ca/Phis shall not exceed 5 degrees (either 19 Inch offset for an 18 foot length of pipe or 21 Inch offset` for a 20 loot AS AN AL7ERNA77VE, IF PERMITTED BY THE ENdNEER, THE 7RENCH WALLS MAY 2. IF DEATH oF' WRENCH EXCEEDS 5; THE CON7RAcroR MUST PRONOIE SYimwo length of pipe) for sties 6 Inch through 12 inch diameter. Assembled hints should not be deflected. AND BRACING OR A SYEE77NO BOX/N ACCORDANCE W7H 09YA REGULAnav& BE CUT BACK 770 A 1.1 SLOPE' OR THE NA7i/RAL ANGLE OF REPOSE FOR THE 28 Concrete blocking shall be applied on a//pipe /lbes 4 Inch In diameter or larger at al/ tees!, plugs; cgos and at bends deAect/ng 22 1/2 degrees or more AS AN ALTPRNA77W. IF P9ERMFMD BY 7HE DMINEI�JR, THE TRENOY WALLS MAY S014 WHICHEVER IS GREATER. Eh/ock/hg anal/be of concrete of a mix hoWng o compressive strength of not less than 2000 p.sr/. Blocking shall be placed between sea//d ground and BE CUT AAGYC 70 A 1.1 SLOPE AR THE NATURAL AN" OF REPOW FVR THE the king to be anchored, as shown on the p/ansc VERTICAL BEND TEE pNTAL p END CAP SO/4 N 10YE WR /S AREA TEN 3. WHERE PIPE/S INSTALLED WITH LESS THAN 3' OF COVER, ALL BACilli MA7E RIAL THROUGHOUT THE P/PE ZONE lS TO BE CLASS / MATERIAL. .� WA TER MAIN 7D BE INSTALLED Nl7H 4=6"MIN COVER. 3.0 GATE VALVES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN PIPE TRENCH DETAIL - PVC N.T.S. N.T.S .11 All vert/ca/ gate wives up to and Indudlhg 12 Inch d/ameter shall conform to A.W.W.A. SpedAcatIons C509 or latest revls/on. Gate valves shall be Iron body, N.T.S. bronze-mounted, 200 pal mtnlmum waking pressure, non-rising stern. 3.2 Cate valves shall Include mechanical hint ends complete with al/hint accessories lnduding gaskets. .13 Markings shall be cost on the bonnet or body of each valve, and shall show the manufacturer's name a'mark the year the valve costing was made, the 2-6"MAX. G,g1E- VALVE Tt7 BE ��£� P� slze of the valve, and the designatlnn of waking water pressure 1=6"M/N. EQUAL rO AWWA .14 Volvo boxes shall be three-piece cast Iran, 5-1/4'Mafl4 s/Jding t)pe, with cast Iron corers with "WATER' cost on the co► S°Epf1CAnOW fTN/SHED GRADE ALL HYDRANTS 70 BE C-50�0 T' CLOW, EDDY--IOWA A 4.0 HYDRANTS D/Hs7av, Na F-2640 OR _ _ Ar A SpPWRCALL Y APPROVED - 7` . EQUAL Op EDGE' OIF' 5' TYPICAL FRGM BLOGr UNLESS PAVEMENT TYP - A Al/hydrants anal/ conform to A.W.W.A. SpedAcat/an 0502-73 a' latest rovis/on for Dry Barrel Fire Hydrants: . ( ) =•• SAFETY RANGE � 07HERWW DIRECTED. 4.2 Al/ hydrants shall have permanent markings /dent/fyfng the manufacturer, and designating the sere of the main valve opening and the year of manufacture FINAL GRADE Mark/ngs Mall be placed so as to be road/y dlscem/b/e and legible after hydrants have been Installed. / \ 43 A posltJve operating drain valve shall be Included to droln the hydrant property by opening as soar r y the math valve Is dosed. The drolm valve shall dose � 00 r VALVE BOX COVER when the male valve Is open. N VALVE AND VALVE BOX w+''' TO BE LOCATED AS :•.••: '. A4 Hydrants shall be provYded with a 6"Inlet with mechanlcat hint and complete with a//hint accessories lnduding gaskets, and two 2 1/2' outlets with N.Y. = DVRECIED. 1-1/4'X 1/4"STEEL STRAP Corp. threads: 2 LAYERS OF TARPAPER io RADD/NG BE7*`E V TEE � ADWSTABLE CURB BOX �N TYPE 'F" ADJUSTABLE MANHOILE SYdAPED Tt7 VALVE •A5 A primer and second coat of point shall be app/led to each hydrant top sectlon. The barrel shall be ywlow with aluminum tops and ciii OVD4 1-1/2'SraVE. ANDVAL � � io B/NGYIAM TAKAR f7G: Na 4901 FRAME & LOCKING COVER. PALYFIHYL£1V£ VAL BUFFALO TYPE; COMPLETE OR FILM HYDRANT-SEE N07E.1 APPROVED EQUAL d 4 IN" WATER SERV W 2000 PSI CONGIREIE ,w 6"LATERAL (COPPER PIPE). OR SraVE ANCIHORAGE ;= �`,. �`' `° THRUST BLOCK RN/SY�IED GRADE °' d 5.0 WATER MAIN AGAINST UND/S7UlRBED �:--`v�gr:; CURB S70P MUELLER H-15204 OF � f/4"D/A. BAR r P p APPROVED EQUAL MA1ER/ALS EARM. a 3" 1HR£ADED 0 4 v G 4 51 Water Maln p!plhg shall be 8 Inch cement Ilned ductile Iran pipe, thickness CYass 52 meeting the requirements of spedAcatlon A.W.W.A. +� N£LL-GRADED WISHED GRAVEL LADoC/ST TD GRADE WITH C-150/A2f.50-96 "ANSI Standard for 7hlckness Design of Duct!/e-lron P/pe"and C-104/A21.4-95 "ANSI Standard for Clement Mortar Unlnq far (APPR. 1/3 CY) " 8" C lii BR/CKS WI7N 1,_O• CC.VVgREILr w Ductile-Iran Pipe and Rftlhgs for Water or latest revaslons. The p/p/ng shall be Installed In accordance with A.W.W.A. C600-99 7nstallaflon off 5 MORTAR (4 M/N.-12'iNAX.) Ca BLS 3-0 Ducfl/e-Iron Water Moles and the/r Appurtenances" or latest revision. Ste£ �i OR �E�. CORPORAnAN S70P MUELLER H-150M (lYP El� � 24" ANWOR MINIMUM 6" THICK AND 12"SQUARE BLOCK OR APPROVED EQUAL W17H APAC FULL '~ y 52 Ape and couplings shall bear ldenflAcaflon markings that will romaln legible during normal handing, storage and Insfa/Iatton, whJch have boson applied BODY SUPPORT INSERT SERwcr NOS MANUF. IDEW7ZRCAPOIV G.SD STD. M.H. STEPS Ib a manner that wil not reduce the strength of the a or coupling or otherwise damage them. SA°OLE 107. ALL WATER UNES WALL BE � (rw> VALVE ANCHORAGE DETAIL 9 PIP P 9 9 1.) PUMPER OUTLET SI'lALL FACE STREET,• HOSE GU1ZE'TS SY�lALL BE / w CAST/N WALL (SEE DETAIL) PARALLEL 70 STREET. 4'-6 BELOW GRADE. 5.3 "Push-on"hint anall be used unless otherwise lnd/oated 1n these aped0caflons. Jolhts shall conform to A.W.W.A. SbeclAcatlon C111/A2L11'-00 or 2.) PLUMBNESS OF HYDRANT TO BE CHECKED /N 7w D/RECnali 90 7/8' SO. OR 3/4"D/A.SEZF latest rev/slon. DEGREES APART. ;. N.T.S: SEALING BUTYL RUBBER INSTALLA nO V .x) ROIODlNG SMALL COWSYST OIF rw 3/4' THREADED RODS CAREFULL Y COATED WIN 97UMASIIC PAINT. RADD/NG MAY BE OMITTED BEn EN 5.4 Wafer moles anal/ be /aid to the /Ines and grades esfabllshed by the plans and apeclAcatlons unless directed otherwise by the Owner or h!!s THE MAIN AND LAIE7PAL VALVE ONLY WHERE A TAPPING VALVE OR 3=3"MAX. 4=0" rosentatiw Trenches shall be excavated to the ulred all meant depth and width and In conformance with all Federal, State and local HYDRANT VALVE ANCHORING TEE IS USM. rep req gn rwgu/atJans WATER MAIN WATER SERVICE DETAIL "� 4,) 1-1/2"S10N£SMALL BE PL4GfE0 AROUND THE HYDRANT fRGM THE 5.5 Khan the subgrode /s found to be unstable or to Include ashes, clhders, refuse, orgarh/c material, or other unsuitable material, such materrfal s/iotl BOTToI/ or THE TRENCH, BUT AT LEAST 6"BELOW THE'BASE or N.TS be removed to a minimum of(6) Inches, or to the depth ordered by the enngineer, and replaced under the direct/an of the enq/beer with deam, stable 7HE HYDRANT TO 6"ABOVE THE WASTE OPENING AND V, A DISTANCE' _ KOR-N-SEAL FLEXIBLE SLEEVE granular backAl/ material. Tronch bedding shall conform to the Uhl-Bell standards OF 12'AROUND THE ELBOW. OR APPROVED EQUAL (TYP) ` 56 are Contracts anal/ be required to use approved means to keep water out of the trenches wade a It bola told and away from the nts until 5.) HYDRANTS W/1H PLUGGED DRAINS SHALL HAVE A 3"BLACK o FOR EX/SPNG SMN--192 ONLY. PAP 9 y J C1RCiCE PAINTED DiiX Y UNDER THE PUMPERR OUTLET. --- I Q V ALL OPENINGS OTHERWISE they have set. �m •' 6.) lF GROUNDWATER /S ENCOUNTERED WITHIN 7 FEET OF SURFAC& WEEP � + 2» (Typ) 3/4 D � MUST BE PRECAST. 57 Blood !ng shall be accomp//shed with moferaals approved by the eng/hoer In accordance with the plans. Al/ backAll material shall be bw from /'/ACES.Si`JALL BE PLUGGED AND HYDRANT PUMPED AFTER USF � . i cinders, ash, refuse, vegetable or aganlc material, boulAi rocks or stones 1-1/2 Inches or larger In size, frozen sod, or other material than, In the 8"X6" "Y'" TYPICAL SYZE op/nlon of the engineer, 1s unsuitable. BackffTl and compaction of pipe trenches shall/be In accordance with the details on the plans: HYDRANT DETAIL CAMPBELL FRAME & COVER MODEL Na 1735 OR APPROVED £ CfiLGIRINAnGW, fZUSi�I/NG AND BACTER/ALOGCAL lF'SnNG N.T.S: QUAD FLEX/BEE JOVNT(TYP) FOUNDAWAN WALL 58 alb inat/on shall be Ih accordance with A.W.W.A SpeclAcoflan C651-99 or latest roHs/ah. The roquJred chloine dosage /s f00 mg/1 of ch/orrine !n S7271oPER OR END PLUG 8" MONOlU1H/C BASE fOOnNG SECTION A-A the mama; with o ch/sine rottdua/ of not less than 50 mq/l of all times: 3J1'3X8" COIVCYRE7F!PAD 5' 59 Water maJns shall be blown off of o Aushtng velocity of not less than 2.5 feet per second until ol/mud and stones arro removed from the moth = MlN , and the chlorine residual Is either reduced to zero or not higher than the chlorine residual generally prewdtng In the system. NOTES, 5 f0 doe bactwWogica/ sample will be requ/red for each 1,000 /!hear fbet of water moth and for each dead end. /f pos/t/ve samples are obtalmed In any , to, to, area, more detailed sampling will be requ/red. After each sectlon of math has been blown off, samples of water shall be taken from the approlved r' `�" 1 ALL MANHOLE SE 770i SMALL CONFORM WIH A.S T.M. C-478-70, STANDARD sampling points by the late personnel from a New Yak State Approved Laboratory. the costs fa• the bocteu►idoq)co/ tests steal/ be po/d for by the 'h SPEC Rv nan FOR PRECAST AhivmRCEO CO'VCYRETE M.H. SECTIONS Contractor: 2 MANHOLE RISER SL'CPON 70 BE FURNISHED /N 1,23 OR 4'HE?6H7S AS REQUIRED. 5.11 No sectlons of new main shall/ be 3 MANUF. 70 CERnFY THAT MANHOLES DEUVEm MEET ALL REQUIREMEN75 OF opened to the dtstrlb y la system until negative bacteoval Is a/ fetes are obtained by a New Yak State! Approved SEWER MAIN OR WATER MAIN OR PVC PIPE GSiD SPECS: j or" ANGLE VAR/ABLE BASEMENT SLAB Laboratory(with o certlAcofe that the comp/es were taken by laboratory peraanneV) and approval /s granted by the anglneer and the SLffo/k Coounty SLcRNCE'LATERAL Department of Health Services: HA •�yC _ - _I- (WHET?£ APPLICABLE) I I F PRESSURE AND LEAKAGE TESTS 00 30'ELBOW _ -I I FEY !D - A 12 A pressure test shall be conducted err a// males In accordannce with A.W.W.A. 4mclAoatlont C600-99, or latest revision. Under the pressl ire test 45'EWO »Y» BRANCH GRADE the hydrostatic presssure shall be set at least 50 percent above the normal opernNng pressure, but /n no case less than 100 p.s.1, based an !tine SANITARY SEWER MANHOLE elowt/on of the lowest point on the Ilse or sectlon under test and corrected to the elewtlon of the test gauge. Pressure shall be applJed by,means 10, to, � ASSEMBLY 1x MIN• fnOnNG STEPPED DOWN of a pump connected to the pipe in a manner satisfactory to the Owner. N.T.S. ,� 0 77NO STEPPED SLOWER A 13 A leakage test shall be conducted on a//maths /n valved sections /n accordance with A.W.W.A. Sood1batton C-600-99 or latest rewhi r, either NOS M I 00 1� UN£AS REQUIRED concurrently or /mmedlatefy after the pressure test has been sat/s/actordy completed. Under the leakage test the hydrostatic pressure steal/be set at WHEN SFKR LINES CROSS ABOVE WATER LINES; THE SEWER LINES SHALL waA• 2• least 50 percent above normal operating pressure, but In no case less than 100 p.s.1 far the particuar locatlon, and the duration of the testf shall be BE CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT 7n at least two hours. No pipe lnsfal/ofian wd/ be accepted until leakage /s less than the number of gal/are per hour, as determined by the fornaili WATER MAIN STANDARDS OF CONSTRUCnON FOR THE EMIR£LENGTH, AND -) f L (S)(D Jx P SHALL BE PRESSURE TESTED 70 ASSIIJRE WA TER 77GH7NESS PRIOR 70 13S)(D BACKMEUNG IN ADD/POI, WATER UNE JOINTS Si BE AT LEAST 7EN FEET FROM/ THE POINT or CRO85YNo `.� 60' WYE' L• allowableleakageal/ohs per hour, .� length of p/pef/he In feet CAST/RAN BLDa SEWER LINE i D. nominal diameter of the pipe In lhche�; and WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL a THROUGH FOUNDAnow P.• overage Best pressure during the leakage test 16 pounds per square Inch gouge: i (ADAPTER AS REQUIRED). i N.T.S 8`0 RPZ DEICE FFBCO MODEL 860 SEE "Y"BRANCH ASSWOLY OR EQUAL ,SENER TRUNK LINE h CURB INLET- NOTE A: PROPOSED "HOT BOX"/}IYDROCOWL Nc� R/G1/ARDS FOUNDRY TYPE K1022 8" 8" ENCLOSURE MODEL HWE-D (OR EQUAL) SEWER SERVICE CONNECTION h� CAMPBELL FOUNDRY TYPES 2501 OR 2511 105"L x 71"W x 64"H (INSIDIE D/MENSYANS) o N I d� PLOCKHART FOUNDRY TYPE 624-61455 Iv.Ter: c a y i t CYRCULAR INLET WHERE/ND/CA TED ON PLAN Isms /N EXCESS OF 9"BELOW PA VEMENT S1 UB- >, � GRADE COMPACTED 70 9OX AASH70 ,T--99 EX/ PNG GRADE - CURB LINE . PA WMENT SAWCUT EX/SPNG w UN�NE� UNDER If PAVEMENT 2'BEYOND SOILS WITH/N 9 AF'PAVEMENT ��� " " 18 GAMIV 117"L r< 83"W x 4" CONCRETE SLAB \ PAECAST CONCRETE STRUCTURE NOTEf 50 50 7RENCH WHERE ROODSUSGRADE � AIR GAP � EX/SPNG T.C. ELEV: " " B.G: EZEV: OF MAXIM M DEN57T�1'°P� 95N;' , DRAIN PART 8 30 M/N. FOR PAWMENT ALLOW 4"FOR FINAL AASH7n T-99 8 -11. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR WATER MA _ � SEE NOTE A AD.A'lSlb/ENT OfF' CASANG RESTARAnAN (lYP) - TEMPERATURE AND SHRINKAGE. TRANSPORT, AND TO ALLOW THE STRUCTURE TO RE/NFORCE'D PAVl�MENT SUBGRAD£ a ' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS / CONCRETE SLAB O.D. + 2'MAX. (WHERRE APPLICABLE) ' 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL :LU (SEE NOTE'BELOW)- - INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO / _� t i' . �••, ` WITHSTAND THE LOADS NOTED ABOVE. ~� ;! •••: PROPOSED 8" 8" WA TER MAIN :: ;:: WATER MAIN SECTION A-A 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY PRAPO /%/ CLASS /V '.. . '. STRENGTH CO d GRADE / RCP P/P£ APZ ELEVATION ME FOR S" S W DEVICE) N07M � CONCRETE. t a o e e e e e e e e . PR OSED i $ Th 4"RPZ DEICE FEBCO N.T.S F ME'MAIN i y . e m m v - m m w . W BAiC*V6U ABOVE MODEL' 860 OR EQUAL 4" N01 SP/R/NGL/NE TO ( 32"x 56"ACCESS PANELS 1. RPZ )t�BE MINIMUM 8"f]PO{/ BACK WALL WI1H PROPOSED / CLASS /,ll,/// OR IV ......op`,,•,•;•;•..••.. BE"PLACED /N R AS NECESSARY 70 ZEST G1aGY(S AN EXTERIOR SIDE. 12'"UFTS WATER MAIN / Q PRECAST S1Z7RM DRAIN RINGS COMPACTED SAa(-� FACE EXTERIOR) DENCIS MUST BE PROTEC7En AGA/HST fRELrZ/NG. TAX MAP No. DISTRICT 1000 SECTION 45 BLOCK 01 LOT 2.1 40 = ®® ® ® ® ® ® ®® � FILL MA /N � .. .. �If�A7�PS ARE 7�7 B£LOr47FD 30w ABOVE THEE r 40 - / '3 m® ® ® ® ® ® EM IM Q ALL PIPE ZONES; 30"MIN. CLEARANCiE 7t7 COLLAR = PER uses REVISIONS SLABAND SHALL NOT BE EXPOSED 1tT RE7JEF SPR/NGIJNE " N£AR£ST ABSTRUCnAN VAL 4E DISCHARGE. Barrett, B Onac C 1 \\ // ®® ® ® ® ® ® ®® (UNIFIED SOIL D 4 OS Y \\ // OPM CLASS ii??aV - BACKRLL PLACED AL TERNA TEL Y IN VAL VE (7YP.) � t ,� ADEIJI/A 1F ELECTRIC POWER WALL BE PRO & Van Wee le, P.C. ®® ® ® ® ® ® ®® SYSTEMS) _ 6"UF7�5 AN B07NS Siy OF 4" 4" -----�---'-` - - - PIPE rO SPR/NGL+INE ELEVATAN , ,., \\ // GRG'UNOWA R BEDDING' (CLASS 1,11 OR 111) WHERE SCREENED ® GYEARA NH�EIV BOX S O°ETV.MINIMUM � .� \\ / UNSUMAK'MA7DWAL IS ENCOUNTERED o DURING ZXCAVAPOW OF PIPE MOVOYiE3 DRAIN PART 8" REDUCER 5. DFAIN PORTS CANNOT BE SUBJECT To FLOODING 'y i _- - - I <;::;::;::::,:,::;::::a:;:::: MIN. AID MUST B£ SCiREENED .. �. ,. , ► BACKRLL MA TER/AL 7"0 BE Y / / /�//�//�//� � PROPOSED 8" d .a .. + . .. -. CLEAN SAND AND GRAVEL FLATrOUNDAnav w7H� \/\\�\\��\�\\/�� _ WATER MAIN 70 S TE � 6. PROPER MA/NTE7WANGLc MUST BE PERFORMED ` CIVIL ENGINEERS/SURVEYORS/PLANNERS RE]MOWALL CLAY ALONG BUILDING r DATE 175A Commerce Drive, Hauppauge, NY 11788 BACKF7LL TAMPED INTO PIPE APPROVED UST. TE L 631/435-1111 FAX 631/435-1022 AS REQUIRED. � HAUNCHES, AT CONIRAC717iRS 7 LaEV1GE'S MUST E+7E fRON/ NEW PORK STA1F _ i D/SCREPGW. DA= ELEV NOTE: DRY'WELLS NOTED AS INCLUDING A "fNCK" " 8" OS & Y 8. bENCES MUST BE SUPPORTED ro THE FLOOR W www.bbvpc.com 30.00 (AS NEU AS 51L M WON BAMNS) WILL BE EXCA VA TED NOS A 8-1/2 VAL VF (TYP.) A WI7H PIPE STANCHIONS - - TO A DEPni TO BE DETERMINED /N THE FIELD 8" RPZ DEVICE FEWO CLEAR 4 o a o o BY THE ENGYNEER AND BACKRLLE7D W17H STONE. IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5-Oi MODEL 860 OR EQUAL MIN. _.J 9. INSTALLA PAN 70 CONFORM WITH SU FO K COUNTY o `fop o cb oh co N eo oh THE CONTRACTOR MUST PROVIDE SlHEEnNG AIWD WATER AU7HORITY STANDARDS Amended Site Plan for h °� a h h �h ,� i �h �h UNDERLYING SAND AND GRAVEL STRATA BRACYNG, AS AN AL IERNA77K THE 7RDi WALLS MUST BE GY/T BACK O 1:1 SLOPE; AR f05" CLIFFSIDE RESORT NOTES THE NA IURAL ANGLE AF'REPOSE'FOR THE SON4 � 10. RESILIENT NEDGr OR BALL VALVES 7tD B£ USED. � 1. MINIMUM OF 12'BETWEEN POOLS: NHICiHEVER /S GYREAIER. 11. ENCLos%w 7v ETE "HOT BOX/HYDRocoK" OR ZE OF 0+00 1+00 1+72 2+DO 3fc00 3+10 32"x 56"ACCESS PANELS 30"MIN. CY£ARANCE 7n EQUAL gNp' QREENPORT 2. RECTANGY/LAR OPENING TtD MATCH SIZE OF CASPNG. NEAREST OBSiRUCPON ��v1N p � WHEN OPEN 12. ENCLOSURE 70 BE NEW YORK DEW61iiAPOI. ' TOWN OF SOUTHOLD SUFFOLK COUNTY NY i FORCE MAIM FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP N TS o SHEET N.T.S. N.T.S. N07F PR/OR 7n ORDERING HOT BOX E7VCiLosugE; colitmAC7nY';"r, �09 o TO VERIFY INTERIOR DIMENSIONS iww RESPECT ro F1rINGs. C'°FSSB?�aA Ntr�� WATER MAIN, DRAINAGE 7 NECESSARY TO COMPLETE THE /NSTALLAPOW AS SHOWN. fONAtti AND SANITARY DETAILS OF RPZ IN INSULATED ENCLOSURE ALIERA17ON OF THIS DOCUMENT, EXCEPT BY 7 A LICENSED PROFESSIONAL ENGINEER IN N.T.S ACCORDANCE WITH SECAON 7209 OF NYS EDUCAflON LAW, IS ILLEGAL © 2000 B.B.V.,P.C. i DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT N0. Li DET JE/OJ JE FEB. 26, 2007 AS SHOWN A000446 VIEW: DETAIL 7 of 7 I yr(Da00\a000446\dwgWO0446-SP-9.dwg,7/2/20079:3826 AM,\\[Public]\ESOSO I ' •Y vr, rm^ SOT �v P 1 - 'AN 0G i i • i d o A, I MIOi RpU� c00N, MAIN ROA 0 0 - IT ��'E � ART �5) e �+ ROAO MAIN WP, 0 Cm R 00 ,. -- Pw r'0 �P u7HO E) Sul 0 COUNTY W , V'0 ,t c�G 0:1 v i t W R OWNER APPLICANT R R BREEZY S�UND CORP. Sot' 500' MAP Jes Avenue Qu09 NY 11959 / LONG ISLAND SOUND tar' 3`16Nas SLOW N a'" LIST OF -DRAWINGS 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN - - - � j SITE DETAILS �' ROAD P �="1!�E:S 8c E Xi ` sA 4. . LANDSCA� E -PLAN SUBJECT PROPERTY r 5 EROSION C, NTR�JL PLAN •� ✓ -�� 6 SANiTAR >-` ";;EWER '& WATER MAIN PLAN ` 1000-040-1-� I 1 l000-04o-1-s 7 WATER MAIN, (DRAINAGE AND SANITARY DETAILS ` - SITE DATA 100 / �♦ f SITE AREA 3'9,647 . SF OR 7.13 ACRES / aft W TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 !24Vr44r w 207.*V I w teal loe // ♦♦��__ (COUNTY ROUTE 48� ROAD ZONING RR—RESORT/RESIDENTIAL USE CONDOMINIUMS 1 GE pF . . . GREENPORT REQUIRED PROPOSED P / I I ♦ FRONT YARD 35' MIN. 50' SIDE YARD 15 MIN. 30' ( 1000-045-2-10.4 - - - �� REAR YARD 35' MIN. , l000 045 z 2 i � � �QO� 185 f 00 PLOT COVERAGE 25% MAX 8.14% F _ \ I 0 'ItIE t11dTS1,' . r1 r�sa ,traa�cni r �, ��i c��E sit 5 LANDSCAPE COVERAGE 25.9% NU�MsM"TTHECANDiTIUNSOFT11ESITEPLM / ZONE HD I ,��i� , 1 T t OF MGXW 04 D� HAMLET DENSITY 0 PAVED AREAS (INCL. SIDEWALKS & PARKING ) 16.08% [ C 1270ORe / I RESIDENTIAL I • 1000-045-2-1 / I I PARKING CALCULATIONS A PRO' PARKING REQUIRED TOWN OF: x�1�UVWNIG 0AM i J CONDOMINIUMS 11 SPACE PER UNIT nvr EDS10—NATUI�Ec �--'"` a � isl 69 UNITS—TOTAL REQUIRED 69 SPACES doo NOTE:The approved site development plan�be valid t a�period of three(3)years from ttia dwc a vat W W, F o�p � GREENP�R ode see�on i�-�s3, ` I OF SD1jTM OW �pGE OF PARKING. PROVIDED �- 80 SPACES (INCL. 5 HANDICAP SPACES) I TOO �� OQ` ! °.00 / ' 0 , o� Ayvi ' ADJACENT OWNERS AND ADDRESS wATE�LINE(S)MUST BE INSPECTED BY THE Approval for Construction-Other Than Single Family 1 1000-040 01 001 1000 045 02 001 P -M , ;a COUNTY DEPT. OF HEAT � ✓ERAD MOTEL CORP ✓OHN G S/OLAS HEALTH SERVICES. 21695 SouNOVIEW AVENUE GATHER/NE TSOUN/S CALL 85'2-2097, 48 HOURS IN ADVANCE Reference No. Desi Flozv SOUTHOLD NY 11971 190 CENTRAL DRIVE � �°Y TO SCHEDULE INSPECTIONS , � "'r�'��'$�f'/�L'��N sytz-L� SS G t ) ilse(sl f,JAtr ST/17fLN M//A�1N,' _ MATTIIUCK NY 11952 _ _ fc ___1v cf_ce% u3 e ed for gr-,eral conformance wi..�ojj _. . ROSE 45-01-005 £'.'p L.p haveG . Cf'111La.�t► 3c rViCe:Q.��a.nCl..rdu, relating t: �'i?e.,'• 1000-045-0?-002, 0f0.04 n �� -•-.--+ �+� ,'.. �. ., �. ,, a,,. ¢ ROSE M McCANN SAN S/MEOYV BY 1HE SOUND CARBON MONOXIDE 'r and sewaUa disposat 23e�a:dles: of any omissions, -18 WILSGYV STREET P O BOX 2122 � f HARTSDALE NY 10530 OXIDE ALARM(S) NORTH ROAD sistencies or lath cl detail, c�onstruedon is required to be in GREENPORT NY 11944 - CERTIFICATION REQUIRED -ardance with the attached permit conditions and applicable I f000-045-01-003 1 E BANG ORS :.ndards,unless specifically waived by the Department.This app:oval 1001-001-01-001.01 f0 I 3 P O BOX 445 VILLAGE OIL GREENPORT ex�ire� 3 years fram the approval date,unle extended or renewed. • r S GREENPORT NY 11944 236 3RD STREET - AUG ` GREENPORT NY 11944 NO FINAL APPROVAL WITHOUT 1 8 2005 � I APPROVAL.BY HAZARDOUS AAA1'ERIAl,$ I e Approval Date�TAm,-eb „, 11 9 g ,� Reviewer viu.4�E oft O� Pa2T A MAC/MvM SGUF'E (Sim '7u p`YA Fool /-C ,ca',e /� f'GMPSrATicn/ i�/t!� Frees A-Lc oive:,o FBA .}ousC Cv"rv-CCTiofvs. 1 AI'Lil ro T A KEY PLAN _ SCAM roW DRAWINGS PREPARED BY ® : Barrett, Bonacci _ . & VanWeele, P.C. P n3 `y' - CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Comrmerce Drive, Hauppauge, NY 11788 1 A�� o 66'% Q A. TEL 631/435-1111 FAX 631/435-1022 WWW.bbVpC.COm REVISED 412JI04 — S1X & PARKING DATA ;Q �- REVISED 10/31/03 — LOCA 7/ON MAP t MATRIX KM ` ' PROJECT NO. A000448 c i . i f - i , f J 1 4 \ I I, I � �--` " 31.65 20 E LONG ISLAND SOUND N '32• s1.9s s; E - ,III N 34.01.�3» ~1 s3 4qt E N 23'16'20» E N 28'02'10" » i- 52.90 54.04' E N 22 38 26 E N 22 35 49 E : 245 20 E N 2975'52» E 50.22' 53.26 „63.85 20.68' _ - -_ •- �- APPROMMATE WATER LINE , ' AS Si'OOINII aN CaWAL fJPaliwLW NAIAD i AAUP, mm,ar S16N1AI6tt0 12 OF 40 — Emmoo ` aF�LfF LAZE �/ 1 (AS PI�'Nq=Y AfNiA WV) 0000, 4000, PIiC�4'x 72'TANK WALK gib J ?w ar�&K (GPM PR WN ' �+rtev' I ' As aEAM PAav c ) (AS AAAPWVWW er AE My MtSM av ff P�efPAl�a eY nAE[Mo u�c1Q /�/b�) 1 o RawmPuraw i LSUIL1e DING " _UNITS i FA WYM PUWVSES \ EbS/AIVID FGUIQA AgNS LAND NOW OR FORMERLY OF '•""%" w::+; .'1 i E E BANG de ORS `_' -- •„ _ -- '1 .� -': ,p• •airy Jai•. 1 1 '1ti+r i•.'.R' - 1 ,w•MA^ LAND NOW OR FORMERLY OF RAD MO TEL OTE CORP 1 L 131 F � 1 e w_ 1 . � ..1 :tit 111 ,3 .w 4.•1, � , ( - 1 `ry' IJO T. 14q�• :.}..• Cof DR?OP aIRB / G O lagr - - - 1 w $ 7iP 10 \ �� O� Pc= f + DROP CURB LP / 00 J 04 65� 114P C 3 00 /=WARD LIMIT OF FRESH W WETLAND ND USED ON 0 CAL R BOWM/ PW /�•AA LAND USE ECOLOGICAL SERNCE / Ph / 4 0 SiF A001T A �x LAND NOW OR FORMERLY OF Q�' AyS� �k ROSE M. STEWART J4Q�• A, / \ �� / �? O'•YG 1 _ J�Aw O CDT / LX3HTM SPECFICATION3 BV►LDING AE,. ar �''�a�• POLE—MOUNTED SITE L/GHANG.• UTHON/A ARCH/TECTURAL OUTDOOR LIGH77NG O1p 12 UNITS ram' KAS 175W METAL HALIDE 4 WALL—MOUN7ED L/GHANG.• UTHON/A DEC - y — � ^ TINE WALL PAKS �ro� f�DW "f � / wry•• l� � o a� •_ � WG/WP 28W FLUORESCENT FIXTURES 1 r= ......... F 2t03.46 ,, W ::.....r. rR. NOTES ab .r, f "f 2 0 i , ,r ..rr..r...r.r. � `'"� � �/ ►� � J� 1� •"'•'•::�„ {;�,••,•, '{',,,� 1. ALL ME7H�S OF CONSTRUC710/1/ SHALL CONFORM TO THE APPLICABLE STANDARDS AND r.r ............. �a�• \ + SPEC/R7CA 7701VS OF 7HE TOWN OF SOU7HOLD, SUFFOCK COUNTY HEAL 7H DEPT., SUFFOLK COUNTY DEPARwNT OF PUBLIC *wKS 12 0 � '" Jagr N Ac 1, 2. 7RAFRC SIGNS AND STRIPING SHALL CONFORM TO ?HE APPUCABLE PROVISIONS OF 7NE J A"dAD' PN 50.90 fto /� 10 b �'9pB� a Jm Acr 50.62 r+-- �..` N.Y.S. MANUAL OF UN/FORM 7RAfF/C CON7ROL DEVICES + `° PN 50.90 $ �--- a 3. UGH77NG SHALL PROWDE A M/N/MUM OF 0.50 LUMENS PER SOVARE FOOT. RY77JRES P14 49•96 y �eLar oo / SHALL BE Sh+/ELDED 10 PREVENT SP/CLOVER TO ADJACENT PROPER77ES. \ F f Acr 4e.ss 4 SEE ARCH/7EVURAL DRAWINGS FOR ADD/77OWAL S/7F/BUILD/NG DETAILS ell lfyf ` - { � ��' (COINCREIE'PADS, ETC.) 5. AD0/770IVAL HAND/CAP PARKING 70 BE PROVIDED /N ACCORDANCE WI7H BUILDING �dOD� CODE REQUIREMENTS /N EFFECT AT THE 77ME 6F Can 7RUC770N /F DIRECTED BY 7HE j \ �� S > ae• ��ao' — _ _ PLANNING BOARD. 3g39" w p - -,. J 158.12 S 19'33 39 W , 1 S 24'02'49» W 297.94' dJ LEGEM PROPOSED EXISTING SOLID WHI E LINE CONCRETE CURB W W w TE __ �_—'-•— — . BROKEN WtIITE LINE , — -- —D-1 .`—C CONCRETE WALKWAY I I � — DOUBLE YELLOW LINE — /` 0 / TTf' DOUR PARKING SPACES 'O { - --- — SOLID WHITE LINE SOLID WHITE LINE SITE LIGHTING WIEN am ASA Raw wwwwff AED w NORTH ROAD �IC.R. 48` PRip AKWAaa�a BAN ma Pa - TAX MAP NM DISTRICT 1WO, SECTION 45, BLOCK 0% LOT 21 (MIDDLE ROAD) REvzsrorrs Barrett Bonacci 4/9/O1 TOWN COMMEN73 7 1/y/o2 BLDGS B & C & VanWeele, P.C. ; 7/2/02 f RCE MAIN • 812102 HC PARKING N07E 614103 HC PARKING 619103 SANITARY 3%o SCDPW COYNMEN75� CIVIL ENGINEERS/SURVEYORS/PLANNERS 7/2/04 SEWAGE 7RMNT PLNT 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-11.11 FAX 631/435-1022 www.bbvpc.com I I Amended Site Plan for CLIFFSIDE RESORT f GRAPHIC SCALE 5 �vIN P GREENPORT 30 II; c 13 t20 m s TOWN OF SOUTHOLD SUFFOLK COUNTY NY SHEET IN FEET ) �90 °�2ssa 1 inch 80 & RtE FS°�f�� � DIMENSIONAL 1 , PLAN °F ALTERATION OF THIS DOCUMENT, EXCEPT BY �J A LICENSED PROFESSIONAL ENGINEER IN a ACCORDANCE W1TH SECTION 7209 OF NYS 0 2000 B.B.V.,P.C. EOUCA110N LAW, IS ILLEGAL I DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT N0. LM:g� E DIM ✓E ✓E ,b_'1 10/0.3/01 1" = 30' A000446 't r _... - •a _ r, r... .mot. . _ ,,.r.a t _-. : t .a - . l .._k . ., r.s. I 1...a... , .w-,-T-.. - .. -_.. • - DRANAOE CAL.CULATION3 DRANAGE STRUCTURE SCHEDULE ,. RIM/TC TOP OF SOT OF EFFECTIVE INVERT DRAINAGE.BASED ON A 6 STORM sTRucT. sTRucT. TYPE ELEV. RINGS RINGS DEPTH ELEVATION 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 CF PER VF NO' A-1 12' DIA DRYWELL W/ CURB INLET TC 47.70 45.41 33.41 12' 43.12 1 DRAINAGE SYSTEM A A-2 12' DIA DRYWELL W/ MH COVER 48.28 45.61 33.61 12' 43.00 - ROOF 1,449 SF X 6/12' X 100% = 724.5 CF A-3 12' DIA DRYWELL W/ MH COVER 48.96 46.29 34.29 12' 42.88 PAVEMENT 4,761 SF X 6/12' X 100% = 2,380.5 CF B-1 12' DIA DRYWELL W/ CURB INLET TC 45.18 42.67 28.87 14 40.58 WALK 664 SF X 6/12' X 100% = 332.0 CF TC 44.30 42.01 28.01 14' 39.72 LANDSCAPE 1.451 SF X 6/12' X 15% = 108.8 CF c-1 12 DIA DRYWELL W/ CURB INLET 3,545.8 CF SC-2 12' DIA DRYWELL W/ MH COVER 45.08 42.39 26.39 14' 39.80 3,545.8 CF _ 100.87 = 35.15 VF REQ'D. BC-3 12' DIA DRYWELL W/ MH COVER 45.11 42.44 28.44 14' 39.48 USE 3-12'0 0 12' DEEP 0-1 12' DIA'DRYWELL W/ CURB INLET TC 45.17 42.88 53.88 9' 40.59 it 36 VF PROVIDED D-2 12' DIA DRYWELL W/ MH COVER 45.67 43.00 .34.00 9' 40.47 E-1 12' DIA DRYWELL W/ CURB INLET TC 43.38 41.07 ,28.07 13' 38.88 DRAINAGE SYSTEM B & C COMBINED 43.30 41.02 :28.02 13' 36.58 E-2 12 DIA DRYWELL W/ INLET PAVEMENT 9,896 SF X 6/12' X 100% = 4,948.0 CF E-3 12' DIA DRYWELL W/ MH COVER 41.60 38.93 25.93 13' 36.35 WALK 444 SF X 6/12' X 100% = 222.0 CF v LANDSCAPE 5,217 SF X 6/12' X 15% = 391.3 CF E-4 12' DIA DRYWELL W/ MH COVER 41.50 38.83 25.83 13' 38.21 $� 5,561.3 CF E-5 12' DIA DRYWELL W/ INLET 41.00 38.33 ;27.33 11' 38.08 Y 5,561.3 CF -4 100.87 = 55.1 VF REQ'D. F-1 12' DIA DRYWELL W/ CURB INLET TC 40.45 37.71 25.71 12' 35.42 USE 4-12'0 0 14' DEEP F-2 12' DIA DRYWELL W/ INLET 41.10 38.43 28.43 12' 35.30 56 VF PROVIDED G-1 12' DIA DRYWELL W/ MH COVER 37.80 35.13 20.13 15' 32.52 G-2 12' DIA DRYWELL W/ MH COVER 38.90 36.23 21.23 1b' 32.32 DRAINAGE SYSTEM D 0-3 12' DIA DRYWELL W/ MH COVER 39.60 36.93 21.93 IV 32.12 ROOF 1,179 SF X 6/12' X 100% = 589.5 CF 6-4 12' DIA DRYWELL W/ CURB INLET TC 37.30 34.63 19.63 IV 32.72 PAVEMENT 1,800 SF X 6/12' X 100% = 900.0 CF G-5 12' DIA DRYWELL W/ MH COVER 37.33 34.88 '19.66 18' 32.52 WALK 132 SF X 6/12' X 100% = 66.0 CF • H-1 12' DIA DRYWELL W/ MH COVER 37.95 35.18 20.18 15' 32.87 LANDSCAPE 1,389 SF X 6/12 X 15% = 104.2 CF 1,659.7 CF H-2 12' DIA DRYWELL W/ CURB INLET TO 37.59 34.77 19.77 15' 32.75 1,659.7 CF _ 100.87 = 16.5 VF REQ'D. H-3 12' DIA DRYWELL W/ MH COVER 37.80 35.13 20.13 15' 32.63 H-4 12' DIA DRYWELL W/ MH COVER 38.78 36.09 21.09 15, 30.53 H-5 12' DIA DRYWELL W/ MH COVER 40.73 38.06 23.06 15, 30.15 DRAINAGE SYSTEM E H-8 12' DIA DRYWELL W/ MH COVER 40.92 38.25 23.25 IV 30.03 1-1 12' DIA DRYWELL W/ CURB INLET TC 49.39 47.10 35.10 12, 44.81 ROOF 6,735 SF X 6/12' X 100% = 3,367.5 CF 1-2 12' DIA DRYWELL W/ MH COVER 49.48 48.81 34.81 12,' 44.69 PAVEMENT 2,629 SF X 6/12 X 10OX = 1,314.5 CF WALK 1,181 SF X 6/12' X 100% = 590.5 CF 1-3 12' DIA DRYWELL W/ MH COVER 49.98 47.29 35.29 12' 44.57 _ � 1 N 311 65 2" E ' LANDSCAPE 12,808 SF X 6 12 X 15x = 960.6 CF LONG ISLAND SOUND DECK 1,590 SF X 6�2' X 15% = 119.3 CF J-1 12' DIA DRYWELL W/ INLET 41.00 37.00 25.00 12 33.90 I J-2 12' DIA DRYWELL W/ MH COVER 41.70 37.0 25.00 12' 33.90 - 1 �` N '32'25" 6,352.4 CF ' J-3 12' DIA DRYWELL W/ MH COVER 41.50 37.00 25.00 12' 33.90 6,352.4 CF _ 100.87 = 63.0 VF REQ D. I USE 4-12-0 0 13' DEEP & K-1 12' DIA DRYWELL W/ INLETT 31.55 28.88 22.88 8' - s.o rs 34b1'•23" 1-12'0 0 11' DEEP RD-1 12' DIA DRYWELL W/ INLET 32.7b 30.85 21.a5 9' z8.eb �'�'- 53 44' N 23'18 20 E N 28'02'10" E N 22'38'28" E N 22'35'49" E ,. ��� ' " • .. " N 24'25 20 E N 29'15 52 E 63 VF PROVIDED 52.90' RD-2 12' DIA DRYWELL W/ MH COVER 32.00 30.10 21.10 9': 28.10 so , 54,04' 50.22' 53.28' 57.85' 20,88' DRAINAGE SYSTEM F RD-3 12' DIA DRYWELL W/ INLET 37.80 35.90 23.90 12° 33.90 5'0 ' PAVEMENT 4,234 SF X 6/12' X 100% = 2,117.0 CF .WALK 521 SF X 6/12' X 100X = 260.5 CF _� -__ -_ a.9-I---__ APPROXIMATE WATER LINE LANDSCAPE 261 SF X 6/12' X 15% = 19.6 CF ` - - - - - - - - - -_- DRAINAGE SYSTEM K - - - _ - _ - - 5 - - - 2,397.1 CF 2,397.1 CF = 100.87 = 23.8 VF REQ'D. LANDSCAPE 7,860 SF X 6/12' X 15% 589.5 CF - J - _ - = _= - - - - - _ ____ 10 � USE 2-12'0 0 12' DEEP 589.5 CF _ �114- � 24 VF PROVIDED _ _ - -- _ _ - - - --- _ 589.5 CF, - 100.87 - 5.8 VF REQ'D. �\ - ` _ - - -- _ __ ~ --18 _ _- _ \ DRAINAGE SYSTEM G USE 1-12'0 o s' DEEP - _ - - - -�J�230 \ _ 6VFPROVIDED - - - - 2�® \ \ - - =� ,- `.- -- _ � - - ROOF 5,886 SF X 6/12' X 100% = 2,943.0 CF _`'�--- -``� = - _ -- _,30$`� \ \ \ `-- _ ./ - - �- �� J _ ��� \ // // \ \ \ `` 12_ PAVEMENT 6,996 SF X 6/12 X 100X = 3,498.0 CF -32, \ \ \�- - \ / / / - \ \ - __ ROOF DRAIN RD-1 & RD-2 / 37,3 - _ \ - - / / / / \ \ _ LANDSCAPE 15,531 SF X 6/12- X 15%= 1,164.8 CF / / __3&4 14- j 7,605.8 CF 2,446 SF X 6/12- X 10OX = 1,223.0 CF / / / 37. 2 �- %LANDSCAPE 6,202 SF X 6/12 X 15% = 465.2 CF / / \ \ \\ `� \� \ '�""�"\ / / \ / \ // �\ 118- 7,605.8 CF _ 100.87 = 75.4 VF REQ D. USE 5-12'0 0 15' DEEP 1,688.2 CF / \ \ \ \ J ��" T-- 75 VF PROVIDED 1 688.2 CF. - 100.87 = 16.7 VF REQ'D. / / -- - / � _ Qa�sra axo�w��t� \ \ �_ \ \ \ \ \ \ \ / 1 ^ \ � � � / / \ �- - ' 2� \ -` _ _ , 36s AS SI'AOIMN'QM QGNSTAL EAa9KW H \ \ / / _ \ \ \ = "2, / / / _` � 12 4-47 a�saaun�ard \ \�_ \ \ \ \ .' i \ / \ / r�.� // f \ \ _ / /�l ` / / / \ \ _ 2 USE 2-18'VF PROVIDED - _ / / \ \ \ \ \ \\ \ \ \ \ �' / \ DRAINAGE SYSTEM H / / I \ \ ]..2 \ \ \ \ \ \ \ / ,�/ 22.8 \ - 30.a \ - L1tEC•EEM EXISTING PROPOSED ROOF 3,144 SF X 6/12 X 100% = 1,572.0 CF42.0 PAVEMENT 10,643 SF X 6/12' X IOOX = 5,321.5 CF _ / / / I \ \ �s ) 5 2 WALK 1,366 SF X 6/12� X 100% = 683.0 CF \ �� \ \ / / / CURB LANDSCAPE 19 447 SF X 6 12 X 15% = 1 458.5 CF LAN / / I \ • .� \ i 9,035.0 CFat.3 I 9,035.0 CF - 100.87 = 89.6 VF REQ'D. / - - • � \ / SIDEWALK \ *VA � USE 6-12 0 '0 15 DEEP - - " - -sre�w+r `,•r \ 90 VF PROVIDED f \ / / / �•� • • , , ]s.6/ - � 1 \ / RIB crlufr Lw \ W A9W \ \ / / / / hg�• ) / �� J7.+ \ - / r►Erau� c \ \ ,uaFvar��a) a \ 2°.9 it / PAVEMENT ; \ ( +]0.3 / ..f r / �. (AS API94101ED er MV muss ES QY 1f/10/bf7" DRAINAGE SYSTEM I 39.00 \ / / 32.8 0% CF / 6 12 X 10 50.0 F 2 700 SF X 1 3 ���R00 - W INLET f t \ DRYWELL L X 100% F �'•' / F 6 12 74.0 C \PAVEMENT 3 348 S X 1 6 I •�,. PA 39 f / / 7csa / - r f 4 f A- / I • WALK 460 SF X 6/12 X 100% = 230.0 CF •'� • .::-:;: ' \ ---� LANDSCAPE 1,592 SF X 6/12' X 15% = 119.4 CF I / / 1 I J t'= c.'` ; ', ?.r \ L / _ + \ 4 ____�____ 3,343.4 CF / / \ 33.4 \ \ / o / \ oNe�, \";;.>:.,'':> 15' ��A(/C AQa�sMfW 11 / DRYWELL W MANHOLE COVER 3,343.4 CF _ 100.87 = 33.15 VF REQ'D. P/QY�A�1P PWG�, \ / \ C \ sn�uClrb• \ ` / / l USE 3-12'0 0 12' DEEP 36 VF PROVIDED / / / / / / 4 . %/ BUILDIra r7 . ING ,j " 1ITs , + \ \ 34.5 3&7 33.8 DRAINAGE SYSTEM J INCL RD-3 / / / + 34.0 +40, - 44,E I 1 I / / I + ---- {Sa- + ��I;.'� <:%��•' I \ � / .. � \ / ,l / DRYWELL W/ CURB INLET ! / Zwwwvrpom r► ` ° (- ''; EXISTING FOW)IbA ONS FOR BUII-DINGS B & C 47 p •13�2 t3.7 , / '� / - / / Q,tcil'wASi/t/►L� ') 4O,t l T�,�E REMOVED +35.2 - ROOF 5,590 SF X 6/12 X 100% = 2,795.0 CF / / ��jQ1 �� -) ' l `,� 1 " ' "' ' / / MANHOLE 0 WALK 867 SF X 6/12' X 100% = 433.5 CF / �\ r / / -� 243••' f I ` �s F / lam- • 27.3/ �/ 'f / l / 6 12' X 15% - 1,569.0 CF I6 / LANDSCAPE 20,920 SF X / API°I?OJ�IAfE 42 1 +�- ,' -'iv' ;` CATCH BASINgig ' \aEaA�enao Lw / y 1 !' PGf�CfA1KWS (� / a \ a 4. 797.5 CF � � / f. 4.•43 f I 2. W f w i .5 CF - 100.87 47.6 VF REQ D •• 4 797 / ♦ \ x ::��. � STORM DRAIN , x -, I 41. 1/ J- 41.38 \� � - Jl 41 0 ^.7 1 P J. K•0 2 DEEP R• USE 4 1 20 1 1 4d z \ / RD r z '`a'' •�' ROOF DRAIN 48 VF PROM I I \ 3 \ 'a':'= :'' .`.•......,. / SANITARY SEWER 4 ? SAN A S 46.3 \ • • 4t. \::: • \ \ . 1ESra0RINC ,.\i. �.,>. ::�.j .1 :>-:•^ ,\ f/ SANITARY SEWER WS 'Y..; ,if;•.. •'f.y • 1. - • \ _\ ''.. Top 4f,43 � 37.9I --Sa � I SE VICE 1FIS � :::., --` WATER MAN R W 44, <� u -- 2 4 t] I c z5o x J x t fi' v UTILITY POLE 10 � y',,y ..,.:. 9 Y Z V V >f • iy:.:.:,: N^ a.l"3,.2 y .s.:.+., srnkw/..,... •, STREET/TRAFFIC SIGN + / CLEANOUT 44.50 Q `O u u 1J, 2 1 2 t] O 9 93.X 3 I ?8 x 9: x 4J.7 / 1 75 \ \ 1 )^ n. X - 1 L p'1'. 41 / F 1 �'' WATER VALVE �4 nv o 5 - 2 d BW 41.40 '. C1 X V .4. 0 4a4s \ Q \ _� •c, �. / THRUST BLOCK � 1 > r 4 / C 39.95 (J I 4 2, \ �" ?tir�l'' \ + Pr�'C 1 \ 4 r •r': •;'�' E � � Bc 4a45 x x \ ssagr•: '+ J-- / 3 / \ HYDRANT ti o � r r r r I , •3aa y . 75 '„ '` -f OVERHEAD WIRES 7C � \ o .f., 9• ,b �/ y� y , / \ OH FENCE X ` 43.2 \ '• 4 \ +_` ''4j'8'' \ \ Z Z V V O T^IV ,. �� •__ �,� r '�, + \'11 44 �. '�->c a?a 7° J + - ` �� `� �� \ °9 \ / // \ CONTOUR 65 65 • 3J.7 ,c����j,` j 46., 4, \ ' \ ��s Tc�ie I 9 �9 / SPOT GRADE so.2 } +6700 r r ��Wj39.40/ R`,Gti� (,1 ' 44 A� �� \ \ �--► \ \ + '�6 • \ ` • / / TC 49.3 rC 67.50 •� .� / •� '9+ •' 44se �,�,� \' + � 4 / / TOP/BOT CURB GRADE C 43.2 0-2 \46.2 `- PN LJ o FLOW ARROW o \ / 46. 7ES'r BOR�Nc 4 _ _ � / \NO. B-? o - - / O TIMBER RETAINING WALL DRAINAGE RIDGE LINE o7 4515 I r r I •v/� \ ¢0 37 \ +42.2 SITE LIGHTING 0-0 / \ / �00• �44'nf (5ae-r I I 1C Iss4a l'Wi G 'QI•• \ ' _ / c 4514♦ `S2. 4 ){ ` / 41.4 / ) yP• i SWALE 4540 :: \ e8 4529 ' ' w - BW 4540 M75CONSTRUCTM NOTES • • ♦\ • 4A6B Ili ` ' \ ................. ... 4 ' • t 4550 w.a 245 8'S9 - / / C """ :•:::.•:.:•.. 3 BrOpf ) y ` + • \ BUILp�N / 67 / \ 4 1. ALL MA7FR/ALS AND METY00S OF CGWSTRUC77ON SHALL CONFORM 70 7HE STANDARDS AND SPEC/f7CAAG�VS J7.9 °44517 '\ \\, G "E" 6W OF 7HE 7OWN OF SOUTY00, 7HE SUFFOLK COUNTY DEPAR7MENTS OF HEALTH AND PUSUC WORKS, 2s.26 BC 4A80 0-'1 : -I�' 4 + � / / o -4 ) �� \ 1*2 UIWT$ �- /kk � / / - AS APPLICABLE. +20.40 / I •--w . . 4• ? " \ FF 53. T i \ •. .�� • • Y ` TW 49.3 7C 4545 �4•�w I >c F6.28 ••• •••`••••••••' •:: �O � _ - _ � -- � 44 / O \ w a. � 2. U17U1Y/NFORMA T10N SNO{MV ON THE PLAN /S BASED ON VJSYBLE FIELD EVIDENCE AND AVAILABLE RECORDS 30_ - - - °"\ / rC � � BC 44.95 7V 9 X. ' "' Saee / / h 7HF CONTRAC70R SHALL RELD VERIFY 7HE LOCA7701V OF ALL ummES PRIOR TO cOYNMENCING W17RK. CARE i - - 306 \ �i9�f.•=? 4703 -1 ) :,.. .. 5r.? i / t \ / �- SHALL BE TAKEN NOT TO DISTURB EVS77MG U77UAES AND SERWCE CaVNEC770NS (OR POR7701VS THEREOF / / '� -•3 ` """""" " _ -� 70 REMAIN. 7HE CON7RAC7OR IS RESPONS78LE FOR 7HE REMOVAL OVA ABANDONED U77UTY SER14CE / + / OC 45.00 � I Ab 4s� >C ss 2 00 1c 4 a? 4�� A-? ° �- CONNEC7701VS AND INSTALLA770N OF NEW SERVICE CONNEC770NS AND SHALL COORDINA7F WORK WITH + BC 44.96 4632 O C � / THE APPROPR/A i / . 51.29 5z +"" / �Z`'0•1� �(�PJ �yLp� O 1c sass � � / 46 r \` 3. ALL PAVEMENT TO BE REMOVED SHALL BE SAI`I�'UT. oll Pie 30.2 °�+ / 41.5 ^ / 4516 \ � � • • • • , TC 4.11 '+so.4 � -.� 47.30 '' -32- / Bc 44ss ''� Bc 1 rc 47n "�-- o° ,\ 7C Sato 1 \ \ 4. THE C0NTRAC70R SHALL EMPLOY APPROPRIATE MAMENANCE AND PR07E'C71'ON OF 77?AFRC MEASURES 51.08 32-13 s3.,a+ \\� 39., / .16 � / / I 'K) AFL ���L AcrSa�e? � -\ � /� \ \ \ DURING CONSIRUC1101N. +]2.76 )�1_ / • I ! (� . • • V }"'"„' O I O �q1 . \ 48.3 \ r Y 1Y' I /- TC 4A 39 Y 1C 4/eb 33°° � q.� �\ ,.29 � 6, I 48 \ `o o \ 5. DEER/S SHALL NOT BE BURIED ON 7HE SUBvECT Sl1F ALL UNSU/TABLE MATERIAL AND DEBRIS SHALL BE + �3 Jr� PN 5 9a I PN 4 \ DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY STATE AND FEDERAL LAWS AND APPLICABLE \ \ // 3 { • • • • • , ) 11�� •\ Acr ST °j +� ACT 4fl66 • • \ \ CODES. ' 31. 35.57 \ • y) y •{ y^r^5o•3 )' r~ k r 5f.a! \ +"" / J ' / / \ / BC 46.41 \ ' • }y � �� r r¢r r . • 7C 49B6 S3 \ 6. ALL COIVNEC77NO DRAINAGE PIPING SHALL BE 18"RCP UNLESS 07HERWSE SHOWN ON` 7HE PLAN, 1 \ 50.7• • r •� • 4 y^ "�� \ \ �\ 33.67- 34.36 +34.98 /'1j6/ H_` / 4 81 \ +•2.J / +,43.3 +a5.0 I • ' • • . , • r r�r 1r� . 5�.9 +�y=y`-�"T"',Y"' y-y--1--Y--Y :I.--Y--Y-- "a�••�� �� 7. SEE SEPARATLc PLANS FOR SAN/TARY SEWER AND WATER SUPPLY DETAILS I � \ \ PROPO 1�D NEW MW Qr PAWMIE Vr T' \ r� � � / 7C 51.23 • \ °i{ 4a.6 • • r sz.3 n' 30.30 \ 32.35 34 J3 _� / +]6.41 \ J f + 14EtER JO�yn,p�y, K ppN, I ._ , � r� 5 � f - \ R WA 1ER MAIN TAPS INCLUDING MEl£R REIX/IREMENTS, TAPPING FEES, ETC. TO BE COORD/NA7�"D WI1H 7NE , ```�-oN _ a4A6m&AL/Q5 eff PLAN P14aEDr TEST BORING . r a ' +36.76 2a� , 33e.5 \ \ -�_� \ No 5NO r \ NO. BB-1 Si±) �l•/ 1c s1.?a rc 5Lss ta�e�s _ \ - SUFFOLK COUNTY W TER AUTHOR/TY. > /✓ T 6.54 �.. t \ / ,� 1 �} "�' • /f' 5� , • • • • 5i• • • • • • • • • • • • 56.3 \ +as.4\ 30.41 / I " A` fD AIL�JDP YAGLT ` Y •l /�1- I / 9. SEE SEPARA 1F LANDSCAPE PLAN FOR /NFORMA AON ON 1REES 70 BE RETAINED AND AD0/770NAL LANDSCAPE f +37.54 / / +4C 29 ,,. RI a \ PIMB °N Y A ) . \ 5? g 19.33 39 W 158 12 7RE4 TMENT. «. i to `2jp RIM x A A A A" -A A x A A A_�A x v x A A \ �� A • • , , A 10. 7HE CON7RAC70R SHALL COORDINATE W1 TH 7HE APPROPR/A 7F 7FLEPHONE COMPANY FOR 7HE PROPOSED +39.47 / /.,.66 - °„- pH - �`r - - +�r9��4► - - - �'�T"- _A` r x x-x-A- s VA , Bcszo5 ec 5> / 3,.J 7FLEPHO1NE SERVICE CCNNEC77ON LOCA770M AND DE7ERMINA77ON OF INS7ALLA77ON RESPONSYBIU77ES r A A x A x x _ PR W. C•)AP- �`�---°N op ON BC 51.B5 43-13 / - 6 s- VAL4£ 1 ON �, Orr °H v - aN - OH H .ON 4 80 7 4' 300.99 51 S • • • • 11J2.4 1 • • • • • • • .30• • • 52 J4 ON ON ON p1 .Ll99 {1.o5 / W / + 4' \ 37.61 50.a8 ` 49.58 °N\\\ ^^ f + 43.38 W / "�-I6.96 + /® +50.9i4 +31.93 + -. SQ - _ 44.85 �� W tK /�� N• 52.6/ 32.51W 52.57 5�00 '+ 47.43 / 49,44 'J + / 43.9J/ / + + -J +50.74 - - \ +52.0a 52.78 \ d" °H +43 73 / / / •t_ � - 52.7° • 0 �r7 + 91.92 =0.86 � 0.00 - L•- ,99 IJ.75 49.52 37.3J +- t�IR f17�0 wwwr PLAN 42.36 , .._._... 44.44 / + + AS PffFPARED Or aA nw,,s"ca' / ON `� + / !`� '` a VAN MEET$P.Qy�fLYf Mf;19C / ON / / +46.31 / / / 31.14 - I 32.02 -- 2.59 M/n s✓FmK cirrrmaw +52.41 +51.60 50.79 _55 48.03 {9.55 .+ + 52.65 / / RIM ri- ON 48.79 / - S S 31.83 v 50.63 46.79 / a9 42 J/ ON- 48.6/ 49.95 • 3,.28 j. �8 52.0} 52.37 5.27 ON O„ OM ON ON OH OH------.- /OH-•--- OF1 °H ON- a ON ON ON ON ON ON O-•--�-ON GH ON ON ON ON � - 4749 - - TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 + � 52.68 +47.83 70 + e2:7e I NORTH ROAD (C.R. 48) P,�, �,�� REVISIONS_ 4 (MIDDLE R10,40 4/9/01 TOWN COMMENTS Barrett, Bonacci 7 9/01 ADDED WETLANDS & & VanWeele, P.C. REV EN7RANCE ? i 9119101 TOWN COMMENTS 1 02 BLDGS, B & C 7/2/02 FORCE MAIN 8/2/02 REAR ORYWFLLS CIVIL ENGINEERS/SURVEYORS/PLANNERS 6/4/03 HC PARKING 6/25/03 SEWAGE 7RMNT PLNT 175A Commerce Drive, Hauppauge, NY 11788 8 03 S.C.H.D. cCMMEN7S TE L 631/435-1111 FAX 631/435-1022 10/31/03 LOW POINT w�vw•bbvpC.Com 3/29/04 WATER & S£NER LAYOUT 4/23/04 WAM? SMWAE Amended Site Plan for 7/2/04 SEWAGE 7RMNT PLNT 1127105 FORCE MAIN CLIFFSIDE RESORT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY _1 SHEET GRADING DRAINAGE GRAPHIC SCALE _ '- �•_-• & UTILITY °F , 30 0 15 30 so 120 AL 1ERA PON OF THIS DOCUMENT EXCEPT BY PLAN 7 A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE W1Pl SECTION 7209 OF NYS EDUCAPON LAW, IS ILLEGAL D 2000 B.B.V.•P,C. IN FEET DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. 1 inch = SO fk LIE JE 8/7/00 1"CALE A000446 LM: CONST VIEW: CONST-30 _ 1 I HIGH PAINT aEV- 51.46 HIGH POINT STA - O+oO PW STA - 0+00 PW STA - 0+50 PW EZEV- 51.65 PW ELEV- 50.90 A.D. - -.100 A.D. - -1.28 PW STA - 49. 9 PND K - 16.67 K - 39.01 A.D. - -4.8484 - • woo' VC 5Qo0' VC K - 1Q32 60 50.00' W 60 N N N N m m 55 k k 55 N STA = 6+71.03 / \ N ELEV- 39.94 A.D. = 158 � � m 0 L 01 V PAINT ELEV= 37.54 K = 1.197 / EX/SANG GAADE LO POINT STA = 5+7 .19 SAOO' VC 50 50 PN EZEV= 37.25 i O I \ A.D. - 4.80 / PROP? NEW GRADE" OF MIDDLE ROAD —_l K - 10.41 SEE COUNTY OF SWFFOLK DPW 2 50.00' VC / O } GRADING AND AUoVMENT PLAN _ PRo.ECT Na 5518p 55 55 _ 45 `'•� -- i p 45 PJWOpOID GR 4DEIRQ ro i 50 00 50 I 40 VALLEY/ GU71R2X Q.1711 1 p Q ' 45 O 45 '3"5 35 i I E DArw AZW DAffm Azav . saao saw �O �o � �O o, �� hN �� o `�h O a►o b .. �o OV• .. n �, tl.� �}h ON v'� R1r.� �h ; 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ENTRANCE ROAD (MAIN ROADWAY SCALE: HORZ. 1 =40' HORZ. 1 -4 VERT. SCALE: � 1 -4' VERT. I SYD EWA Q COARSE BROOM RNI-W COVTRAC77OW JOINT EXPANSIOW JOINT EVERY 4' - EVERY 20' - SEE DETAIL "A" SEE DETAIL "B" 6" 1"R J�6"REVEAL 4'-' ► •+ ,? , ' ',e , , • •' '� ' '".q. • Rr' .,.i.' ,.if:,.;J a . ' r. i•t.� i:f;N+y„1':. >� ,)' w P :?° ,4i;f1� •fit{' r .v f ,;�, 'a^,,,if�.f .:� di,:'1' ►:�i ° f� , .r.ri.:' .i' ,�' Jl n i •.�. n.a i 1 "v, 4 .r r. , .'1: ,r'+'",r, 'f d 1' y, 4a 4"POURED COWORPETE a 6" GRANULAR MATERIAL PRE-MOULDED a (BANK RUN SAND & GRAVEL) 817UMINOUS tl JOINT FILLER nKM 1/4'RAD/US A 12-0" 12=0" 20'-0" VARIES " 1/2 CaVCRF7E CURB FAR LOCA77aV AND EZEVA77OW SEE PLAN VA/RES 8" d SEE DETAIL OF OENMRUNE; SEE PLAN AND W SEE PLAN ••; ;� ; •, ' ' •• , • - " PROFILE. PARKING AREA 4 Y /4 v J 2.00r� 2.00X � 114 1. CONCRETE TO BE 3 000 PS/ S7RENG7H A T 28 DA Y5 I 2. CONCPEI F SHALL BE A MONOU7HIC POUR. too_ LOAD MIA 3. MAX/MUM SPACING OF EXPANSTOY ✓OVNrS 70 BE 20 FT. • 'A r y;° + ' ; - I -T ' 1 1/2"N.Y.S D.O.T. ITEM 403.16 AC TYPE 6 TAP COURSE SAwur EX. PAV'T 4. CONCRETE TO CURE 14 DA YS (MIN/MUM), BEFORE ROAD PA NNG CAN BEGIN. DETAL 'A" DETAL "B' " .•" 1-1/2" N.Y.S: TYPE 6F WEARING COURSE' 3 1/2 N.Y& D.O.T. I7E�M 403.13 AC TYPE 3 BINDER COURSE �g �..-- 2-1/2"N.Y.S TYPE 1 BASE COURSE ALL CANCRE7E SHALL BE AIR EN7RA/NED, 4000 PSI 6" STAB/UZED BASE COURSE 6" GRANULAR SUB BASE (95X DRY DENSITY) " CONG: CURB 4 APPROVED COMPACTED SUBGRADE OR EDGE OF PA VT. i CONCRETE CURB SZE PLAN NT.S. CONCRETE SIDEWALK TYPICAL ROADWAY SECTION N. TS PAVEMENT RESTORATION DETAIL CONCRETE CURB NORTH ROAD N.T.S. N.T.S. • I 1 ! _ I I i I 6"x 8"x 8=0"DEADMAN ALL TIMBER 70 BE 6"x 8' CCA 1REA7ED (0.40 LB RE7EN77AN) SOU7HERN YELLOW P/NE. �{ 2 HEADERS AND S7RE`7VHERS 70 BE SECURED WITH • r ' 10" GAL VAN12ED SPIKES DRIVEN VERACALL Y W17H ,'. 4"MIN. PENE7R4 77OW FRONT AND REAR. 7HREE (3) 4_0" GRANULAR SPIKES FOR EACH FRONT STRETCHER AND HEADER. BACICFILL t USE 60d GAL VAN12ED NAILS; 2 PER HEADER MA TER/AL CANNEC770V ` • ' f. ALL f EW OUTS SHALL RECE7'VVE 7HREE BRUSH TAX MAP NO. DISTRICT MO. SECTION 46, BLOCK 0% LOT 21 COA 7S OF 7REA 77NG S'OLU77aV TOP of 6"x 8" STRETCHER REVISIONS Barrett Bonacci 7/9/01 REV 0117RANCE 4'HIGH BLACK NNYL 117102 BLDGS: B & C & VanWeele, P.C. ; CHAIN LINK FENCE COMO: WALK OR' 10/31/0-T LOW POINT � 6"x 8" x 4=0"HEADER (TYP.) (SEE PLAN) 6"x 8"x 8'-0" SIREMNER MP.) SIRE7CHER t BA77ER IF"/�•7. I HEADER r CIVIL ENGINEERS/SURVEYORS/PLANNERS " ' , 175A Commerce Drive, Hauppauge, NY 11788 DEADMAN MAx �NISHED .`MAx — TE L 631/435-1111 FAX 631/435-1022 GRADE. — www.bbvpc.com Amended Site Plan for BURY BO77W am yew E OP CLIFFSIDE RESORT rW BELOW GRADER / _ ��VtPJ p o GREENPORT r TOWN OF SOUTHOLD SUFFOLK COUNTY NY TIMBER RETAINING WALL 8 N.zs SHEET --- ROAD PROFILES AND SITE DETAILS OF . ALIERAAON OF THIS DOCUMENT, EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IN c ACCORDANCE WITH SEC71ON 7209 OF NYS EDUCA71ON LAW, IS ILLEGAL © 2000 B.B.V.,P.C. i DESIGNED BY DRANM BY CHECKED BY DATE SCALE PRO�CT N0. : DET ✓E ✓E 61_, 8/7/00 AS SHOWN A000446 I I e - —REINF. RUBBER HOSE ` N 311.652" E LONG ISLAND SOUND 12 GA. WIRE - TWISTED AND r � N 35 LEFT L005E� ;32.�5 N 34 O1'23" �- 53.44' E W 2316'20" E N 28'02'10" E 2 CEDAR STAKES - DRIVE AT '.I 52.90' N 2238'26" E N 22'35'49" E N 24'25'20" E N 29'15S2" E 53.26' 57.85' ANGLE AND DRAW VERTICAL 54,04 50.22' 20,68' TER t � f RE R WRAP - ONLY WHERE z� OUIRED BY LAND. ARCH. ` '-_ _— `- -- ---- —�- �=` �'_�=- �_ —'^ 1_ -�• . APPROXIMATE WATER LINE 4" DEEP SHREDDED BARK ` _ _ _ - - - - - - - - - - - - - _ —8 _ < MULCH 12- --i64 r- - - � - - - � - \ _ / - - - -6� — _ Q = ROAN OF BALL TO BE SAME 8 \ _ — — _ — — — G � LEVEL A5 IN NURSERY . - \ — ___- — _- • — — — —_.— -- � -1 � -- -- — —'�. 42= ~' 6" SAUCER 40 REMOVE TOP 1/5 OF BURLAP y--34 \ \ \ \ // ✓- \ / 1 ^ 1 -- _�4 \ ` \ % j _ \ s'{ <`" AND ALL WIRE AND NON- / •� - AL / / / / t• \\� \ � =` `�T.\ \ i \ = � \ - / / \ /j�/ ' —" •�.'- % j --'� \ \ \ a•s 4 �„ B I ODE ARABLE MATERIAL / .. •.,. \• .� -'-- � \ � \ � � r— - / / � \ \ � � "fib: i t.f• +�,Ily' t�;17 GR AREA TO BE PLANTED AS rolLOWS. } � _ i \ \ / \ \ ,'4;� .7�;..,r• ,>,,-k „. .Al TOPSOIL BAGKFILL, MIN. OF MEMORIAL R05E 2/I'4 POTS SPA AT O.G. — — • — ; ,. \ r ? EA�TO JA! 7 RAL 4,IDLS't1�RBE / 11� : r HALLS HONE�GSUGKLE - 21/4" P PAGE AT 2Y O.G. �• _ \ �� \ \ \ \ \ \ \ / \ / /� \ \ ` _ l l l / "��� " ^` 1 s':'' .,'; 50% OF SOIL TAKEN FROM RI7GO�A ROSE - 6" POTS ED :' \ \ �. _ _ ..= \ \ // ATZ O.G. / \; \ \ \ \ \ / / i" _ i AREA TO P IN NATU AND\J S /RBi1D/ / HOLE BAYBERRY - 6 Pr:TS GED A �` O.G. \ \ \ ✓ I •. . ' :' .\: \ \ \ / / / I \ — / / / / / COMPACTED SOIL PEDESTAL % TIMES BA so' SETBACK FROM BLUFF \ \ `' \ \ \ // ,f I • . 'y' ' �-- \ \ // / l I P L A N T I N,G TA I L /0000 SEED %,`` / N (e i'�i '+. ✓. 17 y''p"ry"+:Y `„M,, y'�„„: aSTro•, \ / � •' .. •\. :• \ \ \ \ \ / ' � / •w •• • Nt h:w y< :*, .A.,,���. I ='t!-. ' t .y�;C MY•',L'-.l�4�:,.y . \ ,•\'• ' a \ / ` -iµ;„,i r,i+CaAv ,•Yy..:1-Ire 111 „'t rj p• a' / � � •t , .t• •r \ \ \ 1 I ' 1 / / �� '.•• •'j ::N,.T,.L••`l.���.a,..�:¢:'�•»e`.".'�'ti`ri•`ir,.••v".i•%,5.•jr'•:t�t:�•."`'`� \ y .. � •�,_ %i"'•` —'i ,�•. \ I 50 5ET 1l BLUFF \ �/ J / / / !�►•:.. ,"; .wR:,"t :v.,; ��;l;y fa;.;e",.'t _ k B�iGK FRO ,;, . 3-GS `; C I-PM 3-G ylj• t \ / \ r 10-115 _MP g 10-J5 / . , -TV 2- SEED t'�;::�,•• r ' ) l — REINF. RUBBER HOSE I \ / 1 2 xa� 'y,'_; \ ,.;,::':. .,, SEED \ , / \ / / 5-10 2 8-I6 :-'' '�'' 1 / r :�l;' a ` • \ / / 12 GA. WIRE TWISTED AND LEFT —TD � •b�Y• •t•�. \ .'1l z; .'� : .I.yl:" ' w`�','�w '':..•{.•1.•1 j LOOSE -EA / :''`"-..` `� \r' \ `� ; ;� `�'+` r•;�;, i:�:':_.,;.;.�..,k.�', � � � 2 CEDAR STAKES - DRIVE A h' �.Ad=Y,S 4'•:• ,r:'t •v. 5.�ntr�:,'.ti,v. \ / / / ANGLE T\ . _ \ \ 6� ykr:; . _, •; " • LE AND DRAW VERTICAL I \ 8- •-- i .�•.`:.'1:v' - ,,.:.,.1+te•.I �,^... ° f'1!•!- r. •� / y SEED DEEP r w: ?•. C �r•a :h;. � ..,"„Le,�,;;4':�.V,a.4\ 1 4 DE SHREDDED BARK :. '" r 4tjpn.i�i R oN r.? ».•',", `�` :y.~::a\ 25-JV m MULCH %7^ \ \ ,{':�Htrr J ,•y'r ' w:a,• '..:•.C2. ,,w,. / \ HOUSE ;, a;.; \ : 1 ��' I-PM " ' 52 LO Q ••c "`' 10 �, \ �'�•4.:.,_ 2-MP GROWN OF ROOT BALLTO BE -7_ O '� «;.;, ;•M};; ,r;•;� 'O J5 \ SAME LEVEL AS IN NURSERY 5 SEED *�;;;;r :��r \ \ \ 5 2-5G 6" SAUCER \ 5-Aii - +•y. ,• .;a. \ 42 �•�� •� .; '�z_ to-J _G / / \ .t. i� REMOVE TOP 1/5 OF BURLAP / ` ��\ \ \ i.,wL;;,•L; _—_x \ \ .y.,w y'-a"'' ,•,�.»� {;;:•: :,, �"'_•✓ IG '`:l= 5-10 _ / ` �'� '�� `'' AND ALL WIRE AN - H '��4�5',, w"• °1°•�•%'?tii.'t;'t"""57i ry R{�.r' •^E 'r' ' \ - \ .:•, ,►,;� w,.t .• �. ,',.,a,.,T,c. ,, ,+ D NON 2� i \I G5 % ; V r°•< " 0 -�v ::;,: � ! „>air ' Yy' •J D I / / / / \ _ B I OD BLE MATERIAL . "h• EGRADA - \� e \ y`•r..>;iy.l.». \ :�a•:t'it�� .F• , T \ 2—M / \ � �' ~� • - ' I xtil.+.;'2' A oti^;L.✓' \ F 2 � / / \ 1 '�,, '!•de ."ems° - - � 8-IG \ 1 ��• :;,,:' , ,;. \ �° \ TOPSOIL BAGKFILL MINIMUM OF ''°` 50% OF SOIL TAKEN FROM HOLE 8-I6 ,. I 5-PA o \ w.i: � \ Q IL PEDESTAL I-TG � � \ 5 \ COMPACTED 50 44 J E —E-_�_E \ \ \ w ;.'.:, • \ \ / i O ,�� _ 5-EA 6 / / \ \ • ' E6-J5 �>` s \ — — -.L 2 TIMES BALL DIA. / E / 9�,�N� Vfi�C�RN TREF FLANTINO DETAIL i-AP PG \ SEED O T _ Z S_ - + / 9.. / / 5-Irk 0 EDI $-EA 8-I6 � � O � D 5-PG 4-TD / / 2-PA :� 8-IG SG w = — �00 / 2-96 -PA -J5 QQ , I-PA , SEED f; I-AG 5-10 \ \ ' _ _ k� i-Tj v► \D� I ✓ / � r E 6-J5 8-IG PG It 2-PM 2-SG r E /-GS / I-TG -10 4-TV 8=16 9. ( \ 4-TD \ 5-IPv O '' 2-5 5-40 / 2-TG w I 6 J 5-IC- 5-IC 2-PM 4-TDB I-PA I AP 2-PT 5-I0 2-T / 1 4 2-AP E'er E O 2-P . 00 50 46 3-AP `�-AG \ \ \ _31, DEEP SHREDDED BARK / 2-A'€f�� E E MULCH XMizS \ \ / + Dc ¢6 ` � 48 � � � 46-E E�� � O ) \ \ \\ ` 611 SAUCER + — 50 E 8 5-PA 3 SEED Lpye QV - �L°w h — \ I LTG \ r,;, s ';: AND ALL WIRE AND NON- . REMOVE TOP I/5 OF BURLAP l SEED _ \ so BIODEGRADABLE MATERIALS To �-PA 2-AP I 3-JV 6-PCw A 25-MP \ _ �— �.. - MIN. OF i \ SEED _ ��''�'�"'�'' '•�:�^� TOPSOIL BAGKFILL i' 2-TG 26-E \ \ � "r " 50% OF SOIL TAKEN FROM HOLE -PA\ \ \ 2-PA ` J 2 TIMES BALL DIA. `Q, °" «�--- -2'�---- �.494' r� \ — -- COMPACTED SOIL PEDESTAL SEED •_ ' C w SOLID WRITE LINE SOLID N511TE LINE SHRUB i J....A N T I N 6.7 D�TA 11.,�_ •• '°H BROKEN WHITE LINE ooual.e YELLOW LINE ,r. DOUBLE YELLOW LINE OH 17 ON ON SOLID WHITE LINE SOLID WHITE LINE ON CM DN cg a" ON _ ON ON ON OY ON�ON �u � OM ON ON O11��.�p/ dl OM pl OR ON O" ON NORTH ROAD (C.R. 48) (MIDDLE ROAD) i ti x; WILLIAM (BUDDY) JOHNSON fi LAN,T L I ST �L. �1T I NCB NOTrS LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE G2UAN. KEY BOTANICAL NAME COMMON NAME SIZE II REMARKS I. ALL PLANT' ATERIAL5 TO BE OF HIGHEST QUALITY NER5ERY GROWN STOCK 14 AP AGER PLATANOI DE5 NORWAY MAPLE 21/2-511 GAL B4 B FULL HEAD, WELL BRANCHED SOUTHOLD, NEW YORK 11971 15 TG TILIA CORDATA LITTLE LEAF LINDON 21/2'5 GAL 545 FULL HEAD, WELL BRANCHED 2, REFER TOIE,GINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION PHONE: 651-765-17CI5 FAX: 651-765-185cl 10 AG AMELANGHIER GANADEN.rlS SERYIGEBERRY 8-10 HT BBB FULL, WELL BRANCHED „ 5a PA PIGEA ABIES NORWAY SPRUCE 7-8' HT. B$B FULL AND DENSE TO GROUND OF MECHANICAL AND UTLITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, GONTRA�J?rCR SHALL NOTIFY LANDSCAPE ARCHITECT FOR 5000E5TED CHANGES. 8 PT PRUNUS GERA5IFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10 HT BBB FULL, WELL BRANCHED REVISIONS .70 JV JUNIFERU5 VIRGINIANA EASTERN RED CEDAR 'BA6' HT 545 FULL AND DENSE TO GROUND Barrett BOnaCCl 45 C5 CORNU5 5TOLONIFERA RED STEM DOGWOOD 2/12-5' HT B4B FULL, WELL BRANCHED 5. ALL PLAN7r'FIT5 TO BE BACKFILLED WITH TOP501L BLENDED WITH 0-20-0 0 `O 140 EA EUONYMU5 ALATU5 GOMPACTA DWARF WINGED EUONYMUS 2-21/2' HT 545 FULL WELL BRANCHED FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 4-14-OI - PER TOWN 100 IG ILEX CRENATA CONVEXA CONVEX LEAF JAPANESE HOLLY 18-2411 HT 54B FULL AND DEN5E _ 7-q-OI - REV. ENTRY & VanWeele P C 80 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' HT 545 FULL AND DENSE 4. ALL TREE 'PIT5 AND SHRUB BEDS TO BE MULCHED WITH 511 DEEP FRESH MILLED 1-15-02 - PER 51TE PLN • ' a2 J5 JINIPERUS CHINEN515 SAN J05E SAN J05E JUNIPER 18-211, 5PD 5 GAL GONT FULL AND DENSE 5HREDDEDQ BARK MULCH. 1-2q-04 PER 51TE PLN. 52 LO LIGUSTRUM OVALIFOLIUM CALIFORNIA PRIVET 5-4' HT. 54B FULL, WELL BRANCHED 7-12-05 PER SITE PLN. 9 51 MP MYRICA PEN5YLAVNICA BAYBERRY 2-21/2' HT B$B FULL, WELL BRANCHED 5. ALL TREES TO BE PLANTED AND STAKED A5 PER DETAIL. 9 10 PM PINUS MUGHO MUGHO PINE 18-24 5PD 5 GAL GONT FULL AND DENSE 24 56 SPIREA GOLD FLAME GOLD FLAME SPIREA 18-2411 HT 5 GAL GONT FULL, WELL BRANCHED 6. ALL PLANT MATERIALS TO BE GUARENTIED FOR A PERIOD OF ONE YEAR AFTER CIVIL ENGINEERS/SURVEYORS/PLANNERS � 61 TD TAXUS MEDIA DENSIFORMUS DENSEFORM YEW IS-24" 5PD BBB FULL AND DENSE PLANTING. 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 s , 7. IF ANY 01550REPANCY EXIeT5•BETWEEN THE PLAN AND PLANT LIST, THE PLAN www.bbvpc.com y NOTE: ALL LAND50APE AND LAWN ARE�A5 ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION 5Y5TEM, SHALL GO\VERN. - 8. ALL PLANS MATERIALS ARE TO BE MA I NTA I NEL' WITH FERTILIZER AND OTHER ! REQUIRED IMATERIAL5 TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. �f OF IVEk s �l. ALL PLANT' `•IIATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. i "���*� W''O y�+ CLIFFSIDE RESORT �tr IO.ALL PLANITS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE * ` z C�REENPORT ' r APPLICAN7. GRAPHIC SCALE o a zV 5 TOWN OF SOUTHOLD SUFFOLK COUNTY NY 30 0 15 30 80 � 120 "p R'o.7y8 �G , ' J OCA � leiN cAP SHEET wj LANDSCAPE ( IN FEET ) 4 1 inch = 30 ft. PLAN of y ALVRA770N OF MIS DOCUMENT, EXCEPT BY ACCORDANCE W7H SEMY 7209 OF NYS EDUCA77ON LAW, 1S ILLEGAL A LICENSED PROFESSIONAL ENGINEER IN I Q 2000 &B.V.,P.Q , cc DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. o M. W WJ WJ 11/21/00 1" = 30' A000446 i N 34'34'3i2" E EROSION CONTROL LEGEND 4 11.65" LONG ISLAND SOUND 3.1 5.0 -_ +9_ N 53 1'23" f N 23'16'20" E AREA REQUIRING EROSION CONTROL BLANKET • N 28'02'10" E N 22'38'26" E N 22'35'49" E N 24*25' 5.0 52.90 54.04' ' 50.22 53.28 57.8 STABILIZED CONSTRUCTION ENTRANCE \ -- • a.9 '-- APPROXIMATE WATER LIN-. E &0 + - S.D + ----+- SILT FENCE. 14- \\\ \ \, _ " -6\ _ _--- - - - _ - - _ -1g� � \ \ \ \ I - - - / - - DROP /NLETPROTFCAON.• _ _ 7.5 \ \ J - / -30- \ \ _� ./ - - - - _ - _ 0t \ \ 4 - -34? �� -_ \ � \ �4�- CURB INLET PROTECAON.• / I 0000 COASTAL EROSION AA y \ / l 1 0 L E OS COASTALOWN ON H Z RD LINE \ \ ` / \ / �■ \ \ / 1 HA Y BALES Sea / AREAAS HMAP, TOWN OF SOUTHOL0 HAZ�RD \\ \ \ \ \ \ \ \ / ^ \ f / \ / / 2\ / •,+l■ il \\ j \ • , -- SHEET 12 OF 49 34.2 / 42.0 ` \ \ 0 OF BLUFF LIP \ \ zz.e \ _ \ (ASPRE_WUSLYAPP VE�i � \ / �� 28 \ \ I 0 \ \ \ \ PR_PL7 4'x 72' nMB£R / / TOPP OFSL•UFF LINE \ (SE£Pr PPMC*RON l \ J5 AS DETERMINE TOPOGRAPHIC \\ / PREPARED BY THE CAND�(SE O.J 8 \ l "Y:+• `' 1: \ I SURIsEYDATE To.a✓u� r4�2oo1 I / / ) / ( ROVED BY 7HE ToNR1`7RUSTEES ON 11/20/OT 7 +� /3z.e \ AS APP \ �ifYBeI�ES �C1/7f�/AA�/NV \ / E CONTROLNOTES 35.8 �/ EROSION ON EL ® ® ® ® \' r.; „>'' 1r W10t�uNoe CCES\FOR FIRE ,,.4 \ \ \ \ / / I I 1. ALL D/SFURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TO 7HE FOLLONNG.- n 77NG P PO I A. TE�NPORAR/L Y DISTURBED LBUILDING ^ / \ �s \ / / AREAS (LESS 7HAN 12 MONTHS) TO BE HYDROSEEDED AS FOLLOWS• 40.9 UNrrs I 16".,P114'-'•'�:;., \ + \ ]AS 35.7 \ \ a. / CONNECT POOL) / / y _J I 40 e - + O AUGUST 1 TO NOVEMBER 1 / BACKWASH LINE 47 LF®5.509, 34.2 / TO DR LL {D.# / o: ' •• +/ {'� G / RYE - 2 BUSHELS PER ACRE OR I _ / WIN7FR OA TS - 3 BUSHELS PER ACRE 1 / / ) 2.4J". .. 1 / / fYID£UNOBSTRUCTED ACCESS FOR RR£ ` 32.75 / 4o.a, 42.4 .:,�'.• / F/GHTTNG PURPOSES ,`` ,••, / O / 27.3 r' ' ....•,,' RD \ / / NOVFMBER 1 TO MARCH 1 EX/.N/NG 42.43 'a•• ' `y,"••�� '�•' FOUNDA nONS :•, '.: ;';° M / / I MULCH WITH 2 TON OF STRAW S r.'i C' "^< ri'."i"•''. E Ol7ED(TYP PER ACRE AND ANCHOR MULCH p 41.J8 \ \ r- ' \ i'�x:3. (. s.r��.Y.:.f:;:'•'.(•", ,:.,•,:•r..,.;. \ / I 41.01`-- � � ,_ ''•.�";��:: •:;. v.1 .;•; \ MARCH 1 TO MAY 1 � � .O K) � ,t' \ \ � 3 ^. s 1"WA \ DOMESnc I -- � '`�• O / RYE GRASS - S PER ACRE 1 R/M .•:i i •:-1•: / -r:^:Ci", '`t;'•" 1€it � 20 LB E OR SPRING OATS 3 42. BUSHELS PER ACRE .'F°4?.4::'�:.:%'; 1 A aV i :z.. ', ' / \ � `,_. ® .,'1i+u.,,'. :•1.,:.:+' .\ ( 35.4 2 � 'r;, `� ,,;'. MAY 1 TO AUGUST 1 TW '7 4 37.9 1.43 To p P 44. O .. \' F'0L1N SUNDANGRASS 30 10 50 M S. PER AC O.J. R r :u C 00 I 4a.1 -- -O V V J, C 4 .2 50 M/L LET G` _ <.^. ��'` \• 40 LBS. PER ACRE 4 r Y 1 O RIM .t'Y;: =ti:. \ .h,.'.', -.:"`: a N/ G Q•• o ( / / / \ LIME AND FERTILIZER TO BE,� ,;A,. A � �;a2a \ ;_.,,;; .i,•::•5..�8 -->� ® _ / APPLIED AS NECESSARY. Y 44.50f •s;t4. •tip 4r.3 �.• ;,r�',••,r;.,. i ; ., t > / / x 'u V .' .:'. .2.B0. / \ N: 44.2E 7 x== BW 41.40 ''' 8 4.J' :'E?: 1:, rJ2- 43 30 ... - 1 '':''':- ::1'4:!. J \ "`',;',.;:;•"','' mil_.:;>a:; ,~ ,.. '„ + ` : ':'`;<°;• ,J '+` ® 39.93 ( / \ B. WHERE FINAL GRADE /S ACHIEVED 7H£ AREA /S TO,.WaT .; +_____ BE HYDROSEEDED AS FOLLOWS OTHER APPROVED MIX). - R:.:...;•:.:.; k I / / / LOWS (OR )• a4H :•`>s, «';;r:✓:: G V 2 Z TC 40.45 \ SfR NC \ •...:::;:... ,>• , �'-- ( \ 2� Z Z BC 39.95 k:'..:'.. ,:.,. . 0 \ (, `L G " �i ( SEED TO B OF 5 LBS PER 00 S.F. �� :a:h.;, : ,: E '°` TC 40.95 � \ G?,:. \ 39. + 3s.0 � �� o o > / \ E APPLIED A T A RA 7F 1,0 . . ' ;;�::.;•£ : \ ec ao.4s '> '` 93 ( / \ 7OX TALL FESCUES y, TC 43.36 ZT = 38.4+ -�-- / / \ 2OX PERENNIAL RYEGRASS :a 5.75 + \ G .i.: t BC 42.86 0\\ O \ 1 .'.'.'.'..'.'.. '....... 10X KENRICKY ( OR ) ) .7 23 ... �7'�.•;;'.,.:; BLUEGRASS KN/T71 3 / / R QUICK GER ON _ ��• / \ F NG♦\ TC 43. O 'J9. 8 ^Y (,� WATER b _ 6. n,• H Z 4 �_ 1 ® us Q {7 SERVICE \ ,";.; !l ....:'.;'• \ H-4 J \ o OB Y Y"�F 36_ LIME AND FERTILIZER TO BE APPVED AND WORKED INTO THE TOP THREE INCHES OF THE SEEDBED AS FOLLOWS: 0 \ + 3 /j \ •�. TC 4 ( J 27gz \ Z Z V V V 'Y Y'. .Y s6.a - "'TiTa 4.40 ®� �O�- 4Q1 h \ \ \ 39.60 / LIMESTONE TO BE ADDED 01 Y/F A SOIL PEST/ND/CA TES A H BELOW 5.0 /F NECESSARY, PUL VER/ZED LIMESTONE BW 39.40 !/ G j TC 37 C 3.3D- / l� / ® , V 44.82 Q c e \ ?� R6\ B 7J \ r 9 o �s / SHOULD BE APPLIED A T RA TE OF 50 LBS. PER 1000 SQUARE FEET. / -/ 1 \ -9+ \ \r• j FER77LIZER TO BE APPLIED A T A RATE OF 500 LBS. PER ACRE. / yam, / / \ •.':: 4 { ♦\ \ c-2 .a.+ \ \�=7; r• P {�- \ o' / \srBaz/Nc P r�4. 39.87 / MULCH ALL SEEDED AREAS W TH SMALL GRAIN STRAW RYE, MARSH HAY OR WHE AtO. a-2 O Bc 3660 OR REGULAR HAY AT A RATF OF 1.5 TO 2 TONS PER ACRE AND ANCHOR. \ ' STRAW MAYBE REMOVED AFTER 7H \ / •,•,• 45.7 44. T s.o 11"WATER DO / / , (4TYP)TER 45.15 \ � ® / ® 48�- � - C 3X 40 H-60 39.75 / \ \ REE NEEKS. i I ••,•,•, ERl9CE �- I - ((IYP.) BC 36.90. 39.2 5 SEE N07£ \\ - / \ / GO / ' ® I I ♦ ♦�8.76 Js 4o GRASS AREAS TO MAINTAINED A T A HEIGHT OF BETWEEN TWO AND THREE INCHES TO PREVENT WEED /NFESTA 770N. 5.467 2 \ > V O s +4z.z \ / / TW 45.40 F c 4514♦ ( a1.47 1 ®5.75 I I - ♦y - - - - _ - - - 4 5 99 \ \ i J 42 _ \ 2. EROSION (CONTROL BLANKET (NORTH AMER/CAN GREEN S7RAW EROSION CONTROL BLANKET S75 OR APPROVED EQUAL) i r a TO BE INSTALLED ON ALL RN/SHED SLOPES GREA TER 7HAN 10X (IN LIEU OF MULCH) OR WHERE /NDICA 7Z�0, INSTALL AS PER a I #z MANUFACTURERS INSTRUCTIONS. STAKE WITH 2"X2" STAK ' 5.57 + 4550 : ♦ nx eon \ 45.19 �T / �P +f ` ROUGHOUT. I .................. ` c a517 .'.'. � + \ V/LD � ES 4 O C 7N 49.5 {9.{ BW a{.0 ' I ♦ IL c, \ B ING E" t /`°' S7 I / \ J. INSTALL ,STABIL/ZED CONSTRUC7701V ENTRANCE A T ACCES POINT (IND/CA 7F'D) PRIOR TO GRADING, SEE DETAIL 1NlS SHEET. O� 4. 2 <) 4 12 UNI?5 / /�Ik / 45.00 BC 44.95 46.28 \ ` / S�4 \ "BIC \ 49 A. INST411A 77ON OF Sit T FENCE TO BE RECESSED A MIN. OF 6 WHERE /ND/CA 1FD PR/OR TO GRADING. ec4 so ® c4 l ................... 4117/ 1,BC-3 BC a¢. \ / / TC 45.50 6 I 00 T$ T4ffi22 TC 47.70 / a9,2+ / BC 4500 8 44.9 \ I T 46.82 ec asrs2 c 4.72A` \ 5. ALL METHODS AND MATERIALS USED FOR STAB/L/ZA770N AND EROSION CONTROL ec a4.ss c 4s.J2 O A-3 �cI -- -Ay�`,A \ / 3 I K1 O ec so e �c�tc�cac 51.19 SHALL THE STANDARDS AND SPEC/FICA nONS OF 7HE TOWN OF SOUTF/OLD / / + / 26 LF®3779. I " ".:'::::::'.'.'.' .. ... op / \\ AND 1NE NEW PORK STA 1F GUIDELINES FOR URBAN EROSION AND S --32- 18"PVC / \ 1 ED/MENT CONTROL. .� rC 45.16 \ ` I' ) rc so.6s �50 46 \ BC 44.66 / I, TC 46,7 I -}•So.a �_ O \ /wL.0U. fi-'� r .eb �,z BC 4s..71 TC 47.77 C 4Z30 .33.f{ 39.1 / (' �� / B 47.27 ") O , \ 7C 50.10 0k ( \ \ 32.76 'w PV7 50.90 B so°a �_ a as.s0 _ „9 w/ \ +\ \ 6. DISTURBED AREAS SHALL BE STABILIZED AT A SLOPE OF NOT GREATER THAN 1 ON J.) ACT 30.82 Q \ a+ 33.52 Q'+ 7.z9 I ) ~ 4 O I BC 48.89 * \ \ e _ �3�/ \ \ \ I 48 1.50� o S T C 4.84 \ 7 ' If'"r�f \ / ¢6 �) 50 PVI 5.90 $ �8 \ ALL UNPA�VED ROADS USED DURING CONSTRUCTION SHALL ACT 5.82 "'0$ PV/49.96 4 BE 7REA7FD NI7H CALCIUM CHLORIDE ' Y- �-- , +--- OR 07HER APPROVED MA7ER/ALS TO CON7ROL DUST. J3.57 \ / / s3.7 ACT 48.66 K) ^Y „y--•.-"V 50.3 ry1 \TC 46.9I r TC 51.05 34a5 a'BIe 35.92 3Ba \ / BC 46.41 \ '�t y vro 34.9a <<o r i // r 0.55 W 4. \ \ \ 3J.6 +� W4,rf �6 OH I 1 +l \\ 42.7 / + I \ so.7 y 1 y TC 49.88 52.1 \ 47'5 + +s5•' 45.0 I r Y� 1 •, BC 49.38 •_ \ 8. THE CONTr74ACTOR SHALL CONSTRUCT AND MAINTAIN 7EMPORARY SWALES, BERMS, POND/NG AREAS OR I \ r r S1'°+�T=rijT 'r�'T" r"T r T i. Tr r' ram'w I \ \ OTHER MEANS REQUIRED TO CONTAIN ON-SITE DRAINAGE. . 7NESE METHODS SHALL BE USED 2 35.JJ a,' - + �y r y / TO 51.2J bt ■�Ti !•, Y \ PR/OR TO THE /NS7ALLA710N OF AND /N CONJUNCTION WI7N PERMAN Oly / -_ \ I \ TEST BORING y+ ( / BC 50.73 it �}RIB rc 51.2 ' ENT ON-S/7F DRA/NAGS. \ $ >D sa off ` at B-' 51.4 - ■■S M _' BC 50.73• _ _ DISCHARGE OF RUNOFF ONTO AD✓AGENT ROADS OR PROPERTIES /S PROH/B/11�D. .�\ 3 I / RIM \ `A / � TC 5125 ■� � ■■ I• 56.3 4e 4 • szs{ / ` 1129 Dy so RIM off \ '`, /(> BC 51.25 ■ ti■ f 50.5+ + \ \ \ 52 . 'i•� i' ' VY I l 9. ALL DRAINAGE STRUCTURES (ON-S/7F AND ADJACENT TO SITE) SHALL BE CLEANED OF ALL 5x T g 19.33 39 15 12 / A A A A A A A A A A� A A A A A A A A A A A -•, -�' ■ / AND DEBRIS /MMED/A TL�L Y UPON COMPLE710N OF CONSIRUC710 � 12.I0 O N. S1RAW BALE BARRIERS SHALL 4/ 39.47 ,� ,,,_i"�;6 " ` _ .. A A A A , , 1 v, 9- _ - - - ` A -- ` ' •� BE PROVIIOED A T/NLE73' AND MA/NTA/NED DURING CONSTRUC770N, SEE DETAIL 1TR/S SH I-- -- \ `� sD.e7 off '� A ��,�.- ... ... ... - v TC 3255 TC 52. \ _- u.,e off � �` " �9'f$"4 A ,� ♦ TC 5 35 L L A !A TC 53. 6 -;�� • BC 52.05 \ � I /�\ i �- {3.13 �-� H V v °p off BC 51.�5 .66 A ■ A� r 1 BC 51. OH_'@, �`-� •.•�� 1y`A EET. 39.9� 41.03 __ / a4.e0 .JO OH A ^ / 51.7 / -t S1 5 , y w T-- / ® a9.33 /� so.9a ,g/ •S2.fs: .: ■ .so N ■ !�■■' •, sz.3a _ OH off off l \\ O' aJsa --/� W, w sotto wHllE I 'so.9f 51.C�95 ' ' • \ s1.a1 ,� .IaS a ---�-fir--- + ® _ ` 50.5 �i {9.5a 1p, 17�E CONi7RACTOR 5�1ALL MA/NTA/N ALL EROSION CONTROL MEASURES DURING CONS7RUC770N, AND ,� {0.42 _� 4152 / / -1--- / tK w w w W /1� W 52Aaa sz.siW sz.3s 5250 _T + ``70� ON `� ` 43.9& / 7.a3 BROKEN NMITE LINE -{49.44 M74 ('�✓ BC 5200 \ 51.J6 SOUO YMITE LINE 50.90 49.DJ T s AND SHALL INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASIS. - / � 52.0a / �---- •, L ` 0 / L� JTT / c\ DOUBLE YELLOW LINE 30.86 _-. I 0.00 WIRE fE]VGYNG WIRED OR WOOD POST 0H {7.75 DOUBLE YELLOW LINE 49.32 51. 31.82 STAPLED TO POST M _ _ +44,44 / + +�'" (14-1/2 GA., 6 X6 MESH) / - / �46.3i OH 44.79 - SOLID MITE LINE 1 49.55 /" +51.14 1,5T 2 sam) +52.41- / -4 I tao SOLID WHITE LINE 50.79 / 4955 11. CLEARING SHALL BE LlMl1F'D TO THOSE AREAS CURREN7Z Y UNDER CONS TT C77 7NE CON7RACTOR __cw aB.79 / /, f / srA�2w �S7RWin� vx 52 65 � / RIM® SHALL MINIMIZE 7N£ EX7ENT OF CLEARING WHEP<E POSSIBLE. ALL TREES /NDICA TL�D ON TH£ PLANS TO REMAIN SHALL BE PR07E'CMD FROM DAMAGE DURING CONS7RUC770N. CONTRACTOR SHALL INSTALL FlL TER FABRIC OH --0H -•^� 52a7 3.23 51.93 so.es 49.2 CONS7RUC170N FENCE AROUND 7REES TO REMAIN PRIOR TO ANY CLEARING OR GRADING. 48.79 (M/RAR 14CN OR APPROVED EQUAL) +17.49 �� OH ON DH ON OH ON�-ON OH OH OH J OH off OH OH DN OH /pH_�� ATTACHED 70 WIRE FEWaNG, +47.es 5z.fie nE5 SPACED 24 " C-C, 52.7D + 12. D/S7URSE/D AREAS ARE TO BE STABIL/ZED WITH VFGETA770N (OR OTHER MEASURES CALLED FOR /N 71�/S PLAN) rOP AND MID SECnON NORTH ROAD (C.R. 48) AS SOON AS POSSIBLE AFTER DISTURBANCE. i I■nnnL 1- n .n\ z GRAPHIC SCALE 13. AT THE END OF EACH WORKING DAY, THE CONSIRUC770N ENTRANCE SHALL BE SWEPT CLEAN TO ENSURE NO DEBRIS OR SEDIMENT LEAVES THE SITE • a '� 30 so �� AILL EROSION AND CONTROL S7RUC7URES SHALL BE CLEANED, INSPECTED REPAIRED AS NECESSARY AND , ANY SOIL AND DEBRIS COLLECTED SHALL BE REMOVED TO ENSURE 7HE S7RU N IN FEET j SOIL AND DEBRIS SHALL BE DISPOSED OF AT A PROPER LOCA770N. CIURES EFFFC7IVFNESS 1140F 6"X6" TRENCH 1 inch = 30 & 14. AF7FR ALL WORK /S COMPLETE ALL EXCESS SOILS, DEBRIS, ETC. SHALL BE REMOVED FROM THE S/1F II=1I1 -''1-1 I L=I I 1�II == o_ la ALL STOCKPILES OF SOIL AND/ OR DEBRIS SHALL BE CONTAINED W!'7H A SILT FENCE. j III-III-III- GRADE 1 ALL 1FMPCJRARY DISTURBED AREAS LEFT U NVFGETA7FD FOR MORE 7HAN 3 MONTHS MUST BE STAB/VIED C��, WI7H SEEDMIXES AS STA 7FD /N N07F No 1. COMPACTED BACKfTLL IIII; " 2"X 2"STAKES FENCE AND FABRIC TO io EX7E'ND INTO TRENCH � (7110 EAALI BALE) BUILDING WRE OR S7RAW BALES 7WNE(M) 1 sw PA CDI/PAC7ED IEC770,1y BAQ ILL ,ACE INLET 50 MIN. EX/SnNG TAX NIU4P No. DISTRICT 1000 SECTION 45, BLOCK CM LOT P-1 FLOW GROUND : 3'-0" EXISTING REVISIONS DRAINAGE CHAN FENCE 70 BE ANGLED �o PAVEMENT TOWARD SLOPE/N ��--�- Barrett Bon NELS 4/9/01 TOWN COMMEV'7S 7 acci & VanWeele B07TOM OF DRAINAGE 7/9/01 REV ENTRANCE CHANNEL OR SLOPE M fTL lER MOUNTABLE BERM 1/!/02 BLOGS B �c C p , P.C. RECYCLED CANCRE7E' l.Y07H (OPnONAL) SECTION 7/2/02 FORCE MAIN i J 8/2/02 REAR DRYWEUS 1 6/4/03 HC PARKING eo MIN. 1RMN + 6/25/03 SEWAGET PLNT PLA 8/7/03 S.CH.D. cOMMENT3 CIVIL ENGINEERS/SURVEYORS/PLANNERS N - DRAINAGE INLET 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 a ( ) 4123104 WA7ER SERVICEI 0 Flow ; FZO www.bbvpc.com a 7/2/04 SEWAGE 7RMNr PLNT g POS75 (TYR) o ■ W o � • • Q o o o • • o \_EA7S77NG - - NAY BALES Amended Site Plan for GROUND o c g 9L T FENCE-� Z CLIFFSIDE RESORT N ' • O { �•�p�l��f A/ � _ 9 10 MIN. ORMATCH . v �''s GREENPORT - { m 6" PENE7RA noN IN7D DRAINAGE CHANNEL ADJACENT ROAD MD7H o � GROUND OR SLOPE �� ^ s TOWN OF SOUTHOLD SUFFOLK COUNTY NY CL (SEE SECnON) ' ELEVA 17ON srAKEs(rrP) BMEs 7V BE�SEr ,� SHEET ( Js�cncw) ( sEcncw) �"�ag �Is� `��'� 5 , CIVE NOTE: PERIODIC MAINTENANCE/S REQU/RED AS NEEDED 70 MA/N1E'NANCE lO INCLUDE PERIODIC 7� 10' MIN. U�VAT�� �`' "/O�'�°��•� EROSION CONTROL CI REMO ACCUMULA7ED MATERIALS AND REPAIR FENCE. DRESSING WI7H ADD/nONAL SraVE AS PLAN °F rnREOUIRED. ALTERATION OF THIS DOCUMENT, EXCEPT BY SILT FENCE DETAIL STABILIZED CONSTRUCTION ENT-RANGE STRAW BALE BARRIER AT INLETS A LICENSED PROFESSIONAL E"°'"EER'" © 2000 B.B.V.,P.C. o ACCORDANCE WITH SECTION 7209 OF NYS CI N.T.S. EDUCATION LAW, IS ILLEGAL o N.T.S N.T.S 0 Ud: EROSION DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. ✓E VIEW:EROSION JE ,/y, 10118100 1"=30'. A000446 -' K�I --- _____ - ------ ---_i____ --- _._--,----- _. _. / N ^ w N O - - 1 t,. - V. ry N 2 2 � O_ 2 2 2 �J k, O ^N5 ''� N �l .l .l w m m m 1 +� 2 NO 0�1� �m m m %0; O N C4 h �5 0 O I h oN O �V �w + oo,, ' �W m m I Q:jam Z w �. - 14h I 94 1 +ni h23 I cZ j N VLQ ,1. F'K + �_ `2 L h�222 w w ONO O I h22 �p p O N k 9 ' 6 Q �► w N w $OfO'N 2 2 Z w zi w Q »» ' N A Z I` I � •NO O.l N J , \ j h j (/� =222 � � h �� w hm� 2 2 2 ^ W. £Xl 11NG GRADE I N hj �l Q'Q wj V. cQ_ 50 "�� 50 N� N� O j O O So 2 e z z $��� i N + So I h2 2 / o h 2 NJ NO N N O, J V. r�N N. ` ` J V »» �'� h h w w N N w O J so ' N N 2 2 i. i. 2222 2 pool♦ O j h ,�m 9 Z g Z� a e +r "��•5"� j J J R o y h h g I ;ItZZZ £X/917NG WATER MAIN h� 2 J WO � � � N. 2 i ^m w hm h (n hm N 3W 3 V v + N 3 `3 ON N = 2 w 2 2 ry C 2 J wm C5 k ` e I e0 I y2 2 V N I �h Z �t +O O NbV d. "�, a O j �, O N a O m 9 ~ h m �N.�� a .. Z � 4. 33W •�W +41 W +tQ W e m 2222WN h EX/S NG GRADE h ItZZ� m m y m c_ `� w N N ►�I I a�4%, Nv C4 9 I h22 N -� W N �N ,N N h�222 h h m h m _t-.-..�,. 'K� iZ A ,,-t� '1K,� IR g % hI- N_�,] .. . . . I .1 -+.' i �h� hW3 ON . hm \ --� � PRaPo ��_ tii i+d��� +e N �e 4. .4 LEWS77NO GRADE w w GRADE �=Z 2 e VN'r EX/SAN GRADE +J y_ I . N. , h 2 2 E'k7S77NG h m N ~ �- c��2 PROPOSED (BADE 77 O I. 2 2 , , _ y GRADE ��4 1 d8 �Z IN » ^J ^J J �/ 1'0EX/S11NG � 8 R 18 PVC __L 40 + +O w O O GRADE �2 . 40 50 5 s 40Z7 1 as � ® h� y Q IQ hm gWft • � J 4 A PRoco PROP GRADE 8 §Wt� V. 'A ,� r i6 9 GRADE �R O 8 O� T2�P WA IER /N PROPOSED GR 28 DR 18 PI k:� . . IF aEV: 82 Z h 11 BO WATER MAIN SD 91 i �j � � N N � � 8 DR 18 PVC O EZE . 37.61 r2i- SrAO 0.60 X 8+ O 0.60 RPVC STA t29 STA 2+86Nk � I• � e N 0 LF 4 4 O 1.50X 2f O Qeo X 8 BLOG UNIT 202i O 56 LF O 0.40 STA 2 6SLOG E UNIT 2068N PVi; 8'SnR PIoV BLOG UNIT f02 STA 2t82 ~ j j j N j y m ? S 2+07' j � �O h +r4 m m +m N e �O N _ 2t419 STA 2 64 BLDG E UNIT 106 7t7P 18 DRAIN--`-, G E UNIT O1 STA 2+09 e � �� �� -§ ELEV: 31.9f BLDG D UNIT f04 BLDG UNIT 203 BLDG E UNIT 1 STA 2t79 h h h m i DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV m 30.00 30.00 30.00 „� „\ -� 40.00 40.00 ,� 40.00 SLOG£ UNIT 205 O N 2 of eF^ �p QD h QO Np of p 2 '� O� O+F O O w O = O O p O^ " 00 fD0 2p^ ^w N � .O fp :I � 1, % .%0� ENO .w I : .O � 4Z AR wR % O k) V• N1ti RtaO ''R tl'VN• N� I '. � '*� �� O ,O .N ,w h , O Oi h K N h Og N of N `� N O w . w ��;� �� '*'* y � � �� . $ � � �� � �� t� V, ��. h h h h h h h� �h 9� hV h� h h� h� h� - 0t41 1+00 2+00 2+61 0+00 1+010 1+72 2+00 3+00 3+10 0+00 0+56 1+72 ' 2+00 2+93 1+72- 2+00 2+86 0+41 1+00 2+00 3+00 3+41 . _ _ SMH-2 TO SMH-2E RUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SM�i-4 TO SMH-4A SMH-4 TO SMH-4B - SMH 2 TO SM�-I 2C REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. . 11 SANITARY SEWER OFILES I . . SCALE: 1"=4Q' HORZ. I DEI�EAAL NOTES 1"=4 VERT. TEST BORING DATA 1. Contractor shall be responsible for the securing of all necessary / ' \ / �. � ) '. '•.�•.;. . + 1 � ( > / /� ' � �' SURVEY DATE �L'�14„2001 \ . ..- "••�y r. ..._ -...V V e at e o er: permits prior to commencing work. + 39.00 \ +30.3 i / / \ ` / 2. The contractor shall �n+fy al/ underground appurtenances before / 1. ,.`" ''' � . / / / \ ` commencing work to onsum proper placement of proposed fhcIftles / .3sr4:° \ 32.8 \ LAAQ ANC WAW?DVv1R011111ET/TAIL SMW'G>';T OC 4.... .� t 38.50 / \ ____1 (BJl)87�-2112 i. I veer I e al less otherwise ed.SahJtar se shall be P.KC SDR 35 unless not 35 8 J� PP / +' / 3 + '' TEST BOFiNO NO. B-2 + :.i,. + 2 � TEST BCRN� NO. B-1 4 4. All mole /Jne sewer steal/ be e/ ht 8 Inch d/ometer P.KC A// �t g () 3 50 1 u. 4a f\ ELE \ 7f s o ! er J e I£L£V 50. house canhect/oh shall ll be s x 6 Inch dtamet All n / e (J PP I / ^ e•,., N+.�:� P. � � \ paved areas with less than 4 fast of caviar shall be OR 18. A 1 ) C�Q `f,• 'IIr,4R'. 38,0:...::':w:.Y /.. ..._ .C . �- BROWN SAND LOAMY, fIN£, (SP) 2.0 P / / a I 20 B-SOS rrP .�` \ 34.9 ! L / l� �� + \ \ 31.9 TOP J"BROWN BOTTOM 4"GRAY SILTY 39.3 ( ) SAND FIN 5X GRA SP ?0' 5. Water Moln Protection- The m/nlmum horizOnta/ clearance between o / \ Q ::;:',•.; ., .V:•• son/tary sewer and water main Is 10 feet. The m/n/mum Hxtical / / Q~'102 -20 .. .. •� .. �� \ 34.4 \ K . .�'" G G \ / GRAY SAND SOME SILTS, COARSE TO 201 Clearance between o sanitary sewer and water mole Is 18 Inches: . ION EL• \ 33.4 \ \ BROWN SILTY SAND, F/NE, 5X GRAVE•L, 12.0' MED/UM TO f7NE 15W GRAI•FL, NET, (SW) - / / 2 \ ( C / 6. House connections shall be Installed as shown. A Suffolk County / N / 46 ) HOUSE CON BV 1' 38.15 "'' v:'` \ \_ - \ 1' \ \ GREY/9ROWN SAND, COARSE TD MEDIUM 6°, Standard dean-out shall be Installed as directed when length Of / 1 W,q TFR qy� �J V INV: 3 . IL�� „ \ , \ ISTING STRUCTURE ro FINE fOx GRAVEL, ► T house connectlon exceeds 100 feet and at bends exceeding 23 V-1 ) N• NG Q-. 38 CF,�.2.p%'' � BE REMOVED degrees. / F G � 16 ~ � + i, 34.5 35.7 / / MR) ' \ 40 FF UNITS 2 18".Pvc ` -:. \ + \ \ ,.;;,;,..:• 39.4 1 1 7. Owner w1/1 enter Into an agreement w/th SCWA for Maintenance of hydrants: / )\ +40.8 4 4.43-_, i '-/,'..' �. r ,. ; I ssa.9 BROWN SAGRA�EX,MEDIUM MO/TO FINE fOX J0, GREY/SROWN SAND, MEDIUM TO f/NE �0' . I I �"�- -}- � \ / + \ lox GRAVEL, NET $v / / CONNECT POOL >/ q g I BOT. DRA/N 27.86 ' ' \ 8. Heat/ng w!/I be supplied by electric or gas systems ►filth no provlslons for ��11 / 47 LF 5.509 3a.2 RED/BROWN SAND/1RACE S/LTE FINE, REDDISH BROWN SAND SOME SILTS, make-up Water: $ < / BACKWASH LIM o Q EXISTING ,FwNbAT NS FOR BUILDINGS B & C TOP WATER 2s36 337 2.O' 20 . l ) / TO DRY ELL Vc / 03 4 � BD.. 18" PVC \ 2OX GRAVEL, S MEDIUM R7 FINE JOX GRAVEL, SW / Q~7O6 7TE REMOVED + I BROWN SAND, MEDIUM TO F/NE 5x / �� Q_ `� RD- 3: '.< ; '':. / \ R/M GRAVEL, MOIST �o BROWN SAND,A{ ,U 70 FINE 15X �0' SAL NOTES - SANiTARYMIIIMMS I A / / (E-5 42.43 206 / '•\ l / 32.75 E M. DARK BROWN SILTY SAND (TRACE OF / 2.0' -<, 40.8L '��•�.:;,,•'�'` - 47.0' BROWN SAND, f?N 75X GRAVE PPROXIMA TE 42 4 2.0 I CLEARING LlMIT� , + '_ /fY RD CRUSHED ROCK, (SW) CLAY VERY f7NE 5X CRA SM =» RD-2 \ It. 470 DARK A R WET / .t) \ -� ' :.'.:''.:.:.. \ \ BROWN SAND, M£D/UM r0 f7NE WEr .10, GRAYS NE ,�0' NO construction stroll commence until the fd/ow/ng conditions are met., / 42.43 \ w:;:.;:.. w / RlM 8~?�� V U ' '' � ':.'.',:: `•;• :.;'. ' ' " \ BROWN SAND, COARSE 70 MEDIUM TO DARK ORAYS/LrYSAND, ?RACE OF A. The owner, engineer and contractor attend apre-construction meeting ) 8-201Z= 10 0 i . •. w RIM ,. . ... :Q�' "' '` " , \ \ FINE 50X GRAVEL, MOST, (OW) 20' CLAY, VERY FINE fOX GRAVEL, (SM) 2.0 w/th Deportment of Public Works reprosentatlws 4 .50 4 : :.. .:: <. .• / 3 1 f 1 42.43 1 0�- \ BROW7v F/ E 5X E 4 V / SAND, MEDIUM TO N 10, DARK BROWN SAND, RNE NET .10' B An Tour?/ to construct b SUFFOLK COUNTY DEPAR7b/ENT OIL \ f �' .< V / \ .r` _ 32.7\ K-- 31.55 cRA W£r Approval y I 0 " VEL, I 1 V + l�' �f WA 1� HEAL 7hl SERVICES SCOHS has been recetvled. O __ 38.8 ( ) 1 6 '�/ AN ?RACE SL COARSE r0 RlM b NCE BROWNS D >S 35 0 2 NO R CO Y I ��:• E 2.0' 0 B_ A W M /M F7N JOX GR S It £D U 70 E V£L. I-Q$ C. a Owner or h! er o / S fi writ n 4. 1h s r rosenfathre has n t Aed the SCDH l 4 23 41. \ .. /h ep I Q E-3 » 42. 20 -� of his /ntentlon to commence construction and he she silo/l submit an ' 8 \ 2 f1R t' 43. BROWN SAND, MEDIUM ?O FINE, 5X .10 / C I .. \ .. accurate schedule of antic/ ated ark progress sore 4 calend ar A 6 3 � 41 �•��, � '•:,}'.- GRAVEL P w roro at / t1 1L�ST P 9 \ �___- BORING O ( N \ \ C 1 'R C 7 da rtor o ua/ o construction I '49:` » ( t act commencement date. /f for an re son N . B - O �• J� P y 3 C 2 2 A �' O fir'.::': 1 �. AND FIN SC 0's2:8 BROWNS Y CxAYS 2 !t ed /s tam ororJ/ suspended, a e transm t E written notice of same shall b 8 2 < J P y sP O - I 2 2 to the SCDHS Wt/tt not Ice o construction T en 1 f recommencement of 41.4 3 O P \ T,3 F h 0 u 7. 'k�` he 3 9 I :\ together w/th o v! a fed to t N D re sad progress schedule steal/ be transmit T .zo' 9 P 9-f NO RECOVERY O �-� 'S► \ s far 0'.+.'., NN N M F7N OX .38,. BRO SAD SO E SIL f •C 7S ,�. 00 do e. -� SCDHS a east cement t O t / three 3 work da Nor to actual recommen �� v - V -� 1 (� J's P 44. A 23 '.<� GR vEL U I � O B 4 . � OUSE CONN. 5 l N VERY Z. AY CLAY SOME LTY SAND, W 4 s GR S T .00 _� I 1 J-2 Q \ \ 2 2.0' V: 35.93 � FINE SC �q D e h r�� 9 7h owner and or contractor necessary tlons wit. has filed all n essa o llca t < J 4 - G S / y PP 4 .00 M5' C1 - 1 •R '9 Z Z v Z 2 O RlM \ SLOG C L ( NYSDEC the Suffolk County Department of Health Services, SCDHSS 44. 8 �J 3 C) •�C' DARK BROWN SAND h7'N NET a .o s E ;'' Z 1 . ,V 31 the loco/ town and has obtained o/l necessary approvals. I R/M 44. <' s •,3:5 .. �� . _ 6 0 •, �_ y PP 1 h \ d. Q "'� v r f' s. PROPOSED . �F » /NV NE Tb' y/�{c g \ =S. O OSED ; = F ^l/�- C . . 42.4 PUMP STA T \ - + 4 'T '' 0' ,.•..,.... \ D �� 3 -.t F' \ !P STA 17 ARK BROWN S/L TY SANDS TRACE OF '.`'�>.•-..�:�: ' ;-�::��;• , •�. . .- E �.,- . . . . . . . . . . . . . . . . : `•:..;:..,.;:�.::. :.. \ •, C�103 s �'93 � ccAr), f7NE foXGRAv£L, (SMJ nshlp on h/s project j + :'. ,,•.1.� ... F-2 :.. :..: ......:.•';, \ STA 0+21 , - :- ?,` ,• -7`- C�2 A / sew c dSpud n 2 // wonkmo d moterla or sewer onstructlon Jn ed ! t !,a+ ..+Tt:.. n, ,... :, ... _ • • 3 33. NO WA £NCOUN?ERED, PERCHED' NO WA?FR ENCOUNTERED shall conform t0 the latest ulre,►nents of the SCDHS eC/flCOtions for / 44.50 ,.� \ � � / \ O C� ,�280 Sewer Construct/on Inclusive of al/ reWslons and addenda thereto. /n a/! S U C3 U V SE 32 f4 - WA TER AT 1°' 45.75 .s'' : %S\ �t 44.28 =__ � 0 > cases where conflicts exist between the contract documents and the latest s- \ 4 x`y R/ 7. G. .9`::' 39.93 reHsions of the ec/Acations for ewerConstruction, the ! t retortion TW 4 .40 � .'.;:�, �.._ 43.7 S n x \ ► :•' 4.38 39.4 and rulin s of the SCDHS I/ be J dJ i BW 41,40 / :, \ 3 cn 9 sho b n ng. �1 r- 'r `� 1J F 1 C 39 93 V i G N i v O X �► Prior to the I c orot/on of on a A.dC 1 n material or ui meant Into the w •, C1 �. W o✓k• \�' T 4 C 0.45 aP J' eq P�i � 0 OD'1`� vt. ,. G Z r I Z 2 C 6 Z O 7. �k \4 U 7 5 s awl test�. !e of shop dr n catalog cut charocterlstic curve BC 39.95 TEST B-3 sy sy Z BORNO NO. (),'4 ':j; z E-� �P oP 9 9 O' 44. 8 ,3 O M • / ed to the + results erformance data, et as u!r a/ bm/tt N P � ed b SCDHS sh / be su A raq y G a . . 4.1 r f \ 1` SCD o a��'r•" H N m ter/a/ or u!meet shall / 0tr 9.93 , oroted Into the work until a/ 3 � I _ � P TC 40.95 �. G G £c£v. Jaat �Z 1 G • �` HS °�0 -4� W utred svbm/tta/s are reNewed and approved, In wrltln b the SCD G E 7 O G ( roq PP 9• y 0 oi: • O BC 40.45 �` �t► • CK •� 9C3(,Ir • 38.4 BROWN SAND, MEDIUM rn FINE 15X A TC 43.36 O PVC 4 0' E z D S 68,Y . . R/ 42.7 . . 1 I i N "T 8 3 .4 GRAVE S cQ 4 5. 5 .' .93 ( i� TLA SD `� San/tor rovit /J es sfla// be d o ! or! onto// , ., WE ' ♦ i BC 42.86 R '�'��.�.:�� •.�: 0 4 y g y n /a! Trite mum d/stance of 10.0 h z y 9 G IN S£ 08 1.7 f \ ♦ �, N C.I To � H_ H-3 .7' 39. 8 [J and 1.5 ►�srt/co/ly below any exlsting or proposed water main. O\ ? �. POOLHOUS£ Q� TC 43. IN NE 3 .91 N :....:.,.. \ O C, y y x If I c1+ O, :•,:.:.:.,.. t �� BC 4 . 1 WATER B 36. :, /, 5. The contractor shall ffurlish and /nitoll an underground markln to a a/on I ,r �. 4 \ + 0 "'..'"-:':.. \ H_4 y Y BROWN SAND, MED/UM ?O RNE SOX B0, w F 1 �J Cd� g P 9 43.2 Q �G i'r \ A7 SERNCE a \ 1 :;':::. y GRAVEL -- Q all sewer lines, force maths and house connectIons In accordance with SCDHS ::::;:.;.,.: y Y N \ �0 4 s.:; F7'7L'7P 8 ^ 36.5\ TC 43(WOAP .0 (IYP.) V 1 y�Y ` 6- �' Ispec/Acat/ohs for same:♦ � TC 4.2 8C�2� SrA 0t4 DRA/N 3f. Z �f1/ry y ��' - \ 0 � � r � � t ��, `� 37.7 ♦ �O �"- O N. 4 0 \ RIM 39.07 -- V V .a . T08 ° BROWN SAND, MEDIUM TO f7NE, 5X 20, W 6. The contractor steal/ determfie the exact /OCatlOn and elelMttOh of exlsting TWF4 .40 e� / ` ® BOT. SAN. .l832 \ T 39.80 . • GRAVE[, (SW) 2 g:! \ � ut!lltles (Including exlsting sewers) by Held /hvosttgat/on. The contractor O ? '� G 70P WATER 36.82 4s.1 a /NV SW 34.08 � TC 3T.8 pP0 C 39.30 2 8 [-� \j � Is responsible to determine the adequacy of ail exlsting sewers to accept 1 B j39.40 ? RGj� �` 44 32 h /NV NE 32.39 16 BC 37.3 ® O, 0,t•8»D 1' G� 39.9 ` BROWN SAND, MEDIUM 10 FINE, 10X �O, t connectJon of the proposed work /tie Engineer shall be notlAed of any Qj �,/� 3.82 q INV SE 3,3 69 \ ; \ R 18 pI,G, 9. G G \ GRAVEL, WET = .. � O� \ S - f \ •22 \ l p„ , f1 N conflicts between exlsting ut!/!t/es and of any Inadequacy of the exlsting / %Y I-& 'y 9♦7 G t \ 4.68 �� \ � \ � A \ \ WO , C� � "4 sewer /Ines to property accept proposed connect/ons and flows -/ O \ WA 7E7? '� I \ �q I :I / \ �O MA/ AS A 7ER RED k \ G-3 { -� \ (� B(yY t 4 1 (_ tZ 7. It /s the respons/b1/!ty of the Owner to restore all areas dJsturbed by h/s X / / \ \.' hI N. �� 48. SEE R0,ZE G-2 46.2 •� \ / TI7p DRA/N 31.9f '� °� 470• �� work, to the conditlOh as before the work commenced. //yV ,46 I \ \ TEST BORING 3 O LP C=-4 BROWN SAND, MEDIUM rO FINE, 5X 120' �a LOG "� G t\ --_NO. 8-2. -1 � O BC 1336.80 \ / In 'A 8. During constructlon, a rempresentative of SCDHS must be present to observe and GRAVEL, (SWJ O W / / G C,.1 � 0'� _ U \ __� _ _ V U E U examine the workmanship and materials be/ng Jncorporoted Into the project. TC 44.�8b1 O, h W / ' '45.7 I 1 N WATER BC 44.361• � T �'20� + �f2�?�{? � IN/V E 3�5 1" �yq�74 G � D G-5 / �c� .S�NH 2E � `L �� The D/strlct shall be the solo edge as to whether the cohstrvctlon a9.o +61 ,..a �?: 3 provided is !n comp/!once with Departmental rlaqulrerrlents At any t/me during s X // "� SERNt SMH 2B y \ 48 34.35 �� C 37.40 O T '39.75 / (1 . RIM �p O W 4 the course of construction that the work !s deemed unacceptable, a stop work ♦ r 1YP HOO CANN. H-6 39.2 V w ( ) + I STA 2+61 40- C ® pyV• ,28 Typ nn H. (7)'P) BC 36.90 O H_5 /NV SW 33. w Em order will be Issued and any work performed after the Issuance of such an / / SOS I 45.15 hYM 44.40 t O `1 OG NON Qv 4 .0 4 ( _ � order shall not be accented or approved by the SCDHS Unapproved work and/or y �Q X I 3 INV SW 39.12 �8.76 " '�� O �10 c� TC 38.40\ '' � \ nor J0, AMW an materla/s shall be removed and replaced to the sat/sfaction of the SCDHS 4' TIMBER RETAINING WALL INV NE 38.95 1 7 �� ' `d MP WATER 37.61 BC 37.90 / 4. BROWN SAND, RNE, fax GRAVEL, NEr before approlro/ to recommence work veil/ be granted. �• WITH FENCE (SEE DETAIL) I '- \ F 2 �• G O TOP SAN. 36.1 f \ ( \ + ' 68 UN17S' X 150 GPD = 10,200 GPD TC 45.6r41 0�1C F Jn N/T 0" ♦1 \ V , >, TC 1.9 �_ BROWN SAND/CRAV£4 FINE 70 20, (<r00 � WAIMHENETIE) 9. 11�e owner and h/s contractor(s) sfla// be respons/6/e for matnto/ning the / TW 45.40 '4 C 45.14 2 2 - - ( B 41.47 / �� I MED/UM, 60X GRAVEL, MOIST, (GW) construction s/te to a safe, non-hazardous condltlon a// !n accordance with BW 45 . .. 4 5� ♦j r 20 68 4 �. I ✓ MAMAGER S APARTMENT(650 SF): 225 GPD OSHA and olf • O 4.� t +, 2 45.29 b� + �' \ BROWN SAND, f7NE, fOX GRAVEL .�o' 354 SF x 0.06 Gp0/SF N= 21 Gp0 the requirements of the New York State Deportment of Labor, / �"'' �' - o w POIX EQUIP. RO0�1/.• 200 SF x 0.04 GPD/SF = 8 GPD other agencies having Prlsdlctlon. Unless otherwise approved In wr#Jng by _ r 14.6� 9 9 (n SCDHSS the contractor shall erect and maintain adequate fencing around oil n= E~ v BROWN GRAVEL SAND, COARSE TO ---- / j �- ~'C \ MEDIUM lt7 RIVE, 75X CRAVE4 NET, (GW) 2.0' Open eXCOV17t/OnS: ❑ Z� �; E 2O_ 1 ,� / Q I ` TOTAL FLOW 1Q 454 GPD +4 45.50 PROP. THRUST •r.' z 03 \ £-104 45.2 �T / J l ' ' ' ' ' ' ' ' '' ' ' 3 BLOq( (]yf?) ' ' � 50.3 � •. � ,t / �- BROWN SAND, MEDIUM 70 F?NE 5X J0• fO. F/no/ approve/ sfia// not be grouted until ol/ of the fd/ow/ng C \ ��10 + �b \ B ' E~204 J (y� � 49.5 GRAVEL requirements ore 1iv/t7/led to the satlsfoctlon of the SCDH. . . . . . . . . . . . . . .... .. 1j� TC 44I VT- .30 . .. ... I C 4517 I .* , . S "'t ^ " / / 57 b \ w 44.s / BC 43.80 - - BC 44.67 S A 2 �.1t (� 20S HOU N. 'NV " a9.a / t / \`/ BW 44.0 No RECOVERY 2.0' /{/ 0.4 �' � ® liyV, •5V wyp l I E �,. � � � GRrOSS FLOOR AREAS A. The system sho/l be sub�tected to testing to estab/!sh the adequacy of ' QQ 736 SF IndlWdua/ components and of the overall systerm's abl/!ty to meet the I N, O I V N f. • 2 J 4 • -10 � 15 F- LD0 'E"\ Ffi 5 NITS / � /�� / / BROWN SAND, FINE 5X GRAVEL ,ao' BU/!LD/NGS A,D,£ (12 UNITS) 4, requirements of the approved contract documents A// acceptance testing V 6 3,29 \ BUI/LD/NGS 8,C (16 UNITS) 9,400 SF shall be performed at no cost to the SCDHS and no acceptance (O TC 45.45 M' I . .. . : • • • • • O �Og O E-�O� \ l Y / / O BROWN GRAVEL SAND, FINE Sox MAINAGERS APAR711/ENT 702 SF testtn stha/l be erformed unless w/tressed b o du/ outhor/ied TC 4 .40 TC 46.28 0,6. • TW 49.3 GRAVEL, NET 2.0' 9 P y y V TC 45.00 BC 44.95 • ' • • • • ••• • • ' • • • •' ' ••' ' • E- ,,, � -- 4 O reseentative of the SCDHS the SCDHS steal/ be the sde d e as SC 44.50 O BC 4 .90 C 45.78 K 201 E 1 p2 Y \ (� \ W 4 ' o the adequacy of the Items tested and defects shall be corrected to �/� / BC-2 ❑ I BC 46�3 TC 4A_y '.'. . . V 5o.68f --�� E-202 , / No WATER£NCOUN7EREo / ) . . . . . . . , • . . . • • the satlsfact/on of the SCDHS. BC-3 M, � 51.2 E.-y05 Y. . . . . TC 45 50 6 I TC 47.70 . • • . . . .. E~205 E~ Os l EXI ST1N0 PROPOSED B. eproducl5le "as-bu!!t'record drawings of the completed sewage LEGEND R BC 45.00 I q TC 6.65 TC 48.22 BC 47.20 g A-2 :.'. . . . . . .. . . . v c, E- t s x x x cal/ect/on system shall be submitted to the SCDHS 'As-bu!/ts must be i / TC 45 46 `1 2 BC 46.15 47.72 C, V 206 �x x ( \ signed and sealed by a duly licensed New York State Land Surveyor and O BC 44.96 C 46.X? A-3 V u ' • • _ � x CURB must supply a sultab/e permanent record of the exact location and I{ X I / I 8"D. P, GA 6 K O TC 50.58 TC .52 R8 - ';__. '• �G �G�,G�G 51.29 f x ("52. 1 elevation of sewer limes; structures, stubs; house connections, wyles / VALVE ) BC 50.08 . .. . � / '• SIDEWALK and appurtenances As-bunts shall be prepared /n accordance w/th + 26LF � 3.779 » » + 18" PVC ( ) �ROR HYDRANT Q 51' ( SCDHS standards for os-built drawings for sewer construction And 4 / I (�) T Of•3) K WH 4 TC 50.88 16 �- ® 0.60X 8' TC5 0, 4 6 (� so.2 be Jnk on my/ar or equal drafting medle, mtcrofllm and/or dig/tal, as i +� TC 45.16 / � I TC 4 .21 -F 50.4 STA 1+72 C__5 3� SOR W W roqulred by SCDHS./ BC 44.66 BC 6.71 T7.77 ) RIM 50.30 � � C 47.30 '• DRYWELL W/ INLET .� B / / B 47.27 INV SW 42.69 \TC 51.08 ; TC 49. 0 ( \ \ O G SLltab/e "as-bullt'record drawings of the completed sewage works sho/I 7 / I -�) APPR. /RRIGA TION WELL LOCH TION INV NW 42.52 B 50.58 ,� /- BC 49.60 �-/ ( 4 a \ be submitted to SCDHS 'As-bunts"must Indude, but not be /lmited to, / I ) (TO BE INCLUDED IN IRRIGATION INV NE 43.97 ,, \ site plan, operatlon and maintenance manuals, schematics and elementary !� l-2 TC 49.39 H 49 \ drowings of e/ectrtca/, mechanical and process systems Drow/ngs must I SYSTEM DESIGN) i1 O N \ DRYWELL W/ MANHOLE: LOVER O / ) BC 48.89 TA 2t8 �. be sighed and sealed by a New York State Ucensed Professlono/ SEPARA7F PLANS BY 7 ___-L�8 -_ TC 49.84 RIM 52 TC 47/ I Engineer, and must be ink on my/ar or equal drafting med/o, mlcroA/m / �6' \ ) 5� NA> OR ENGINEERING, P.G � � � S BC 49.34 V � BC 47. \ and/or digital, as required by SCDHS I 11 i / 3 + ' / \ DRYWELL W/ CURB INLET 11. A/l material and methods of construction must comp/y with the Standards ' T >.91 -�) c X� r^ 3 y r �r I TC 51.05 3.7 4 � '- \ j and SpeclAcatlons of the SUFFOLK DEPAR7MEwr Of-HEALTH SERVICES \ / BC 46.41 \ -4`1 Y�Y Y r �r�r� BC 50.55 , e 49.3 ( \ MANHOLE + + I 50.7 r .�"t TO 49.88 -- � 52.1 \ O TAX MAP No. DISTRICT 1000 SECTION 45 BLOCK 01 LOT 2.1 ` 47.6) \ + 42.7 / + 45.3 45.o I \ r 1r � ';1 .\\ BC 49.38 y �-' -y I -� _, \ CATCH BASIN ® a C r C r r r st.s Y_ - -Y-Y-Y-Y-Y Y 1' ^Y^Y Y Y PROPOSED NEW EDGE OF PAVEMENT �r ,Y TC 51.23 �so \ STORM DRAIN D , _ J _1 ( +44.6 REFER To COUNTY OF SUFFOLK DPW I \ r �r ( / / 52 3 �� Y ( \ \ REVISIONS B rr B r1aCC 1 GRADING & ALIGNMENT PLAN PROJECT r s3.1 �J a ett, O No 5518 h .RPZ F ` 7EST BORING � ( / SC 50.73 TO 51.2J ` I 7/9/01 REV ENTRANCE��_oH \ HOT X NO. B-1 r -I= '. -_ BC 50.73 �/ API XIM \ ROOF DRAIN RD-� 3 EN(.YURE 51. ) ( TC 51.88 O ATE \ 712102 FORCE MAIN & VanWeele, P.C. / BC 51.38 CLEARING LIMITS � SANITARY SEWER S 812102 REAR DRYWETIS � � � �� � \ PROPOSED ME7EN VAULT � � \ � CR 48 CROSSING Tt7 BE ACCOII/PL/SHED '` � I / � 1 ( TC 52.75 56.3 614103 HC PARKING + FORCE MAIN FM RIM - `x \ THROUGnI JACKING OR D/R£C110NAL .� �- 12 / 6/25/03 SEWAGE 1RMNT PLNT / 40.3� 4 ( D,A� DR/LUNG AS AUTHORIZED BY SCDPW ) /( .so � RIM o" REFERENCE ST D BC 51.25 50.5 �I-4029 18 SCWA DETAILS) SEE SEPARATE PLANS BY � . ** 158 ws ( 1 52 $ 19'33 39 W / WATER MAIN/SERVICE W 8/y/03 SCH.D. COMMENTS'42.to " x x x x x--x x x x x x x x x x_ x x x x x \ NAYLOR ENGINEERING, P.C.) � ,- "Q" / UTILITY POLE � 12/01/03 SCH.D. MMME7V75 '--OH 41.86 OH v v ` )H ��b x x x x X i A A 1 1 x r r r x r r r r r r r r r t _ TC 52.55 / CIVIL ENGINEERS/SURVEYORS/PLANNERS <, 4-� v °H v " OH c `" �v t- v v v -' --R--'�-- � X` TC 53. 6 x -52 x TC 52. / -o- 175A Commerce Drive Hauppauge, NY 11788 43.to PROP. B�TAP -�-� v 9� 9 4 y TC 5 35 x x A x BC 52.05 BC 51. 8 --- 3129104 WA MR & SEWER n 43.13 V,qL►�' on off BC 51.�5 -- -- -- 6� _. x x x x / s,.7 STREET TRAFFIC SIGN -o- �� pc l� 44.g'i 6.5 off o off °H _ � - ` / ^^ LAYOUT CO � J 44.80 ! 19.30 °H OH H ~ ,` .QM �� M / WATER VALVE ® TEL 631/435-1111 FAX 631/435-1022 v 41.05 _�` / 51, 5 52.42 5 .50 _' OH OH OH- 4/23/04 WA7ER SERVICE C ___� _�' Z, W ' 49.33 5099 C�/ 52.34 -- THRUST BLOCK www.bbvpc.com _•-' ° 43 38 / 46.98 SOLID WHITE LINE + --�� 50.94V 11 7/2/04 SEWAGE IRMNT PLNT i e -�`' --/ W W -�- 51.95 \ 51.61 50.48 a + _• �C CLEANOUT • '.52 / 4'I------ _ � � W W W W n/ W 52.3 BC 52.00 __ `,O ❑ 3/21/05 FARCE MAIN V 52.41 52.51 i 43.93" -�- ----{-47'43 BROKEN WHITE LINE �49.44 hO 50.74 � 52.08 \S� HYDRANT 4 f4 05 SCDHS COMME7V7'S 51.76 SOLID WHITE LINE 50.90 / / Amended. Site Plan for { N 1&2 _ a7 75 DOUBLE YELLOW LINE ° 5o.e6 _ 7/2/05 SCDHS COMMENTS ', �, / / / \ 5/6/05 NE CORRD. O / 45.73 s2.78 s OVERHEAD WIRES OH CLIFFSIDE RESORT , s � �-T-� � � / s1•s2 - FENCE X X 7/12/05 - 1S `, / 8/2/ I` 'y iV/� DOUBLE YELLOW LINE 49.52 51.3 REFER li7 ROAD /MPROVEME7VT PLAN sz.ss r GREENPORT ,�_ O +44.44 / + , Z " / 46.31 Z NOR ROAD (C.Ra 8, � 8 AN WEEILE; PC FOR MWKAS PREPARED BY BARREM avAccl / I( CONTOUR 65 65 8/!8 �� W p" �� 44.79 48.03 SOLID WHITE LINE 49.55 52.02 52.59 WI1H/N SUFFOLK COUNIYR.O.W. 52.41 51.80 SOLID WHITE LINE 5p,7g - ,' TOWN OF SOUTHOLD SUFFOLK COUNTY NY 1. o /` ' -IL`®A n I _ s2.6s - SPOT GRADE 50.2-{= +szoo ,u) N 0y rA' ,� 46.7s / PLAN / 56 LF 0 0.40X 8 SOR 35 PVCTC TC 49.3 1 k ` , ,. SHEET �; S ° TOP/BOT CURB GRADE B 8 � , SANITARY SEWER 1 3 OH OH hBr61 �0.LL5 52.37 5 .23 _� u`: . S 51.83 50.63 ? FLOW ARROW OH OH OH t- a, . AND n. +a7.asH off TIMBER RETAINING WALL G. >, ,�?'6' ♦.`r OF :��1 WATER MAIN OH OH i F'1-`� OH OH GRAPI��C SCALE OH OH OH OH OH OH OH ! " +47.83 SMH 5 SMH 6 EXIST. 52.88 , c �'sC,- 0 20 0 10 20 4e so STA 0+00 STA 0+56 .70 -} 92:9I SITE LIGHTING aLTERAno ExbcEPreY RIM 52.25 RIM 52.35 PLAN 7 A LICENSED PR AL ENGINEER IN UNIT NUMBER A-�02 ACCORDANCE WITH SEC71ON 7209 OF NYS PAVE)I/E7VT R£STARA7IAN PET? EDUCA77ON LAW, IS ILLEGAL © 2000 B.B.V.,P.C. INV 45.95 INV£ 45.7 (EXIST.) ROAD /MPROVEME7VT PLANS 3 INV W 45.73 (PROPP) 9 IN ] ) DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. o LM: SAN DESIGN 1 �I1C11 = 2C ��. 1112/ , o VIEW: JE JE 1 00 AS SHOWN o / i - ' • ! S . - - I - : . TECHNICAL SPECIFICATIONS WATER MAINS AND APPURTENANCES Sacs /N EXCESS OF BELOW PAVEMENT SUB- - GRADE COMPACTED TO 90X AASHTO T--99 % . . I . . __ SOILS/N EXCESS OF 9"BELOW.PA VEMENT suB- SAWCUT� . EX/SING " , 1.0. GENERAL CONDITIONS � GRADE COMPACTED 70 9OX AAS)Y70 T--99 PAVEMENT 2 BEYOND SOILS INTH/N 9 OF PAVEMENT . - TRENCH WHERE READ SU86 RADE COMPACTED 70 95X 1.1 Al/ work /s to be performed In accordance with the ulremenfs of al/ Federal, State, Count and al/ other municl o/ a encles hating rlsdlctlom over the DIAMETER D FAR PAVEMENT OF MAXIMUM DENSITY PER P re9 Y P 9 9 SAWCUT EX/SING RESTARA IOW (TIP) AASH70 T-99 work. The Contractor shall olbtaln all permits necessary for the complate peerformonce of work. BEND 6 8" 10" 12" SOILS iN1N/N 9" OIF"PA .E. PAVEMENT 2 B£YOWO PAVEMENT SUBGRADE A 8 10 12 SUBGRADE C MPACIED TO 95X 1.2 The Contractor will guarantee al/ work for a period of one year from the date of the Owner's And written acceptances Dui9ng the one year period, the DAME D « » « TRENASr WERE REQb CURS /NLET FRAME AND GRATE 1 32 B . 8 9 10 Ac'MAXIMUM DENSITY PER . (WHERE APPLICABLE) Contractor shall repair or replace of h/s own cost and expense% al/ equtpmenf snrpp/!ed and d/ contract work performed and Ih;Ivies/led under the Covntr+e ct that BEND 6" 8" 10' 12' 16" / C " » FAR ORAg/E7VT AASHro T-99 CAMPBELL NO 2541, OR EQUAL Is found to be defectivc. All remedld work shall be peribimed to the satosfactlon of the owner and all agencies hating Airfsdlctlon. RES7t7RAnap (TIP) . . 1. A 1-6 2- 2- 3-0 -6 A 12 1=6' = 1.3 Prior to excavatoan, the Contractor shall /nwstlgote to the extent necessary the presence of any underground utlllties /n the area of the proposed work. 1/32 B - 1 -3 1-9" = " 2=0' -0 1/16 B 7" 8» 9" 10" PAVEMENT 57IBdPADE T.C. EL£V: Any exlsting ut1'ltles encountered shall be protected with sheefing, brocing or other approved means, Any utlllty relocaflons required shall be coordlreafed by the C 2 -0 2-6 2-9 3-0 -0 - C ' 10 O.D. + 2'MAX. (WHERE APPLICABLE) ... ... . . . . .. . ,., ... . , . . .. . . .. .. .. .. ,. . , ., . Contractor wlfh the uf!lJty owner. A 2-0 3-4 - " 4-0 -4 A 1-3 '-8"2-1 = " (SEE N07E BEL011) .'.'.'...'.'.'.'.'....'...'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.. . ..... . ...... 1.4 The Engineer and the Suffolk County Department of Health Services shall be notlfled at least 24 hours In advance of commenting work, admlft!rhg water to 1/16 B 1_9 2'--3"2=6"2=6" _6 H " 8" 10 ' 1/8 B 8' 9" 11" _ " " ,•, •'•'•'•'•'•'•'•'•'•'•••'•'•'•'••.•..•.•.......•......... j o new sect/on, Aushing or b/owing off malns� or ch/orinoflon of newly lest,/led malnsr C 2 6 2-8 = 4-0 6 / 8 9 f0 12 C 8 0 11 6 8 10 I. . 8 !--3-6 8" •, :GRA N1Y SE.. ...':...'.'.'..'......::..:::..:...:.. ::::.:::::: A 2.-6 3-0 = " 4-6 -2 " 0" 12» » A 2-0 2-6 3-0 3-6 E 10" ..... 2' I .............. [1:18 B 2-6 2-9 3=6" -0 ✓ 7" 9" 12 1-2 1 4 B 9" 2" 1=3 « t » ........ ......... ....'... ... BACYCf7LL ABOVE1.5 Saltab/e barrfws and caution signs shal/be p/aced and maintained around a// excarnt/on and parked equipment. Pedestrlon and automoble frofk➢►c shall be3-0 " / 1 F 12 1 ¢ 1-8 2-f0 Sp maintained and protected /h accordance with the J cable sloe f the N.Y.5 Manual of Un form Truffle Control Devices C 3-0 - - 8 8 C « » t » R/NC�Y/NE TO pro h app/co proof s o d 1 4 0 - 4 9 6-6 - 0 1-9 1-8 - 1-5 2 f0 CEMENT LINED OUCILE �o �.. .•,•,, /RAN WATER MAIN ... 'I 3=6" 01 0.0..'' 3 ,O.D. 12'r BE PLACED /N 1.6 An damage b �-� PIPE ZGWE ;'12 . • . y g y the Contractor to ad1went curbe, s/dewa/ks, lawn area, shrubs, etc., must be repalred or replaced by the Contractor at his owe m pense to .. .. BAaMLL ABOVE N 4J 12 UFM the app/lcab/e Town, County and/or State sped0catlong as early as roctica/, to the satirfacflon of the Owner. L • • `,''' ..:.:•• :' 21M - S7°R/NAL/NE Ti7 ,•,• , . P Bpi IN. BE PLACED /NC - a t 1. 2.0 SPECIAL CASTINGS PLPE'zOwE o0 12"uf75 IR A = o 1 A ... . ..... ::•::•: C ST NGS a ,1 1 .... 1+ h D .... SPR/NGY/NE MATERIALS •�'� •:,:; .•: :j- j I . ... .. » STONE � =__ _____ _=__ BAOr(l7LL AIEZY/N .,. y d D SpR/NGUNE 5 Zv _-___ _____- ___ - PLACED AL 1LRN 6'LETS GW 61D1f/S11aE5 or P1I�'(A° II Gray Iron or Duct!le Iron medhanlcal Joint MlIngs wl/l be ulfted unless otherwise /ndlcated on the drawings, Duct//elroh M147gs shall have the /eltters V" or . •L1 - � L � � ____ ____ ----- - - -- - - --- - - TO SPR/NGL/NE ELEVA770NV �7UCILE cast on them. a ;• ____ ____ O SAG>Yl•XL PLACM ALIEWWVAMYN BEADING((LASS l,N GYP H/ WHERE 30 1 co LAfS mir MATERIAL 5 ENLI�'AV7ERLD 22 Flltings with medhanlca/Joint flanges shall conform to the dlmeaslonA we/ghfs, tolerances% etc., for grayfron and/or ductiteiron M A.N.SI./A.W.W..A. s° Na a BARS ciYx ,r,,v •i' •'•, ==_= ..= TO SPR/NGLINE E7_EVAnON _ 6» 25" le 25" FORCE MAIN QGIBIVGEXCAVA71aV QrPW 1JSWWS -'I G(GLASS 6N AR B) MNERE SpeclAcoffons C1110-77 or latest reNsoan. �o IGIKS�/TAti'E h1kA1fIPL'IL LSOYC17AVlER1D PRE-SHAPED FOUNDAIav 23 Gwom MlIngs shall have a pressure rating of 250 p.s,1. up to and Including 12 Inch diameter and 150 p.s.1. for greater than 12 Inch dlemetor. Ductdeiron ss _�I a'IBIUGE�#AMK fGfiY=r Pff q'ES . SECTION A-A R A T FOUNDA now WI7H % Affings shall how o pressure rating of 350 p.s.I. up to and lnduding 24 Inch diameter. - ; ,el.ed �d �d _ � BACYCFILL TAMPED INTO PIPE PRE-SHAPED amm FOUNDAnGW GK' HAUNCHES AT C'ONIRACTOYRS 2.4 RHIngs shall have dkwct/y cost upon them the manufacturer's /dent/Acatlon, pressure rating, nominal diameter of openinge, and the number of degrees or REPARI ;`' ' FLAT FOL/NDAnOW why . D/SC1REOw. ftctlon of the clyde on all bender M QLA W .4 ,: ,% 4• ; - h3b4OMLL TAMPED IN70 PIPE CATCH B A S 1 N - TYPE - N £ r' � HAUNG7'l= AT COw7RACmis 2.5 Medhanloa/Jolht Afflngs shall be used w/th "push-on"Joont pope with the Jvlht colnforming to A.N.SI. S)mdflcatlon A21.11-1979 or latest revfslom or A.W.W.A. .• 0/4 C " ? D/SMEWV. N.T.S. N07ES SpedAcattoh CIII-79 or latest revfsoon. ••:, • . • ��• ;�'" ' r.' D/4 : . •. 2.6 All Afflngs shall be cement-1lned In accordance with A.W.W.A. SpeciAcatlan C104-74 or latest revoslon, or A.N.51 5peclAcatlon A21.4-1974 or lmtest reNslon. "'' " .., p �J ?Q!R - . I)L N01ES L LANES /,Pl/ERl%USCS (UN EDAS� L.>15S/f1CAn0yV S/ySTE7{/�lR£D /N ALL PIPE _.._--- ....__-. _ -... - -_. /NSTALLAIGW ... :. ,,.. • L GLASS/, A,, X OR /V COMPACTED BAaWLL MATERIAL REQUIRED /N ALL PIPE •- . ..., , .� ,;,..', 0/4 D/� •• :.. m x' ZOWE PER USCS (UN/PIED SOUL G7..455f'f1G'A I1L�V11 SYSTEM). 2. /F DEPTH OF 1RENA5l EXCEEDS 5; THE' CONTRACTOR MUST PRONDE S7�IEL�nNG • AND BRACING OR A SYEE77NG BOX/N ACCORDANCE W17H O&YA REGULA nANS.2.7 The Jv1nt deAectlon for meohanica/Jblnts shall not exceed 5 degrees (eJthe* 19 Inch offset for an 18 that length of p/pe cr 21 loch offset for i0 20 foot 2. /F DEPTH OF MENAN EXOMS 5'. THE GY.YVMACIVR MUST PRONDE SYEEnNG AS AN ALTERNAnV£, /F PE7PM/77ED BY 1HE ENGINEER, 1NE TRENCH WALLS MAY length of pipe) for sizes 6 Inch through 12 fidh dlamefer. Assembled joints should not be deflected. AND BRACING AR A SYEE77NG BOX/N ACCORDANCE WITH OSWA REGULAnOWS BE CYIT BACK 70 A 1:1 SLOPE OR ME NA7URAL ANGLE OF REPOSE'FOR THE 28 Concrete b/ookohg shall be applied on d/pope /lees 4 Inch In diameter or larger at all fees, plugs, caps and at bends deflecting 22 1/2 degrme or more ��� AS AN AL TERM 77 E; IF PERMI ED BY THE ENGINEER, THE 7RDVcH WALLS MAY SOIL, WHICHEVER /S GREA7FR. Blocking shall be of concrete of a m/x hating a compress/ve strength of not less than 2000 p.&I B/ooking sha//be placed between srolld Wound and BE CUT BA Tt7 A 1:1 SLOPE OR 1HE NAIIIRAL ANGLE CIF'REPOSE FOR THE . the fltfing to be anchored, as shown on the plans. VERTICAL BOLD TEE H MONTAL BOLD END CAP =4 IMIC /EVE 4 /S GREA TER. J. WHERE P/PE/S INSTALLED W7H LESS THAN 3' OF COVER, ALL BACKRLL 3 WATER MAIN TO B£INSTALLED WITH 4--6"MIN COVER. MA7ERIAL THROUGHOUT THE PIPE ZONE/S 70 BE CLASS / MATERIAL. 3.o GATE VALVES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN DUAL PIPE TRENCH DETAIL N.T.5 N.T.5 GRAVITY SEWER A FORCE MAW .11 Al/ verttco/ gate vn/ves up to and indudlhg 12 Inch d/ometer shall conform to A.W.W.A. SpeclAcaf/ons C509 or latest revfstan. Gate valves shall be Ireonn body, N.T.S: bronze-mounted, 200 p.a/ m/homum work/ng pressure, non-rfsing stein. 32 Gate valves shall Include mechanical ltv/nt ends complete with a//�tolnt accessorles lndud/ng gaskets: . .�3 Marklegs shall be cast on the bonnet or body of each valve, and shall show fhe manufacturer's name or marks the year the ►olve cost/ng was made, the 2-6»MAX. G,q� VAL1� Tt� BE slze of the valve, and the des/gnat/on of working wafer pressure. 1=6"MIN. CONCRETE RLL . Ei'JflAL 70 AW'WA .14 Volvo boxes shall be three-place cast Iron, 5-1/4" shaft, slldJng types with cast Iron covers with "WATER' cost on the colrors SPEdf1CAnL>Yi/ fIN/SY1ED GRADE ALL HYDRANTS 717 BE C-500. ---\\ I •' W GLOW, EDDY-IOWA ; 4.0 HYDRANTS SPEa CALNLaY CROWD OR - _ A c���� A EQUAL EDGE OF y` EPA DGEJI/F (TIP) 5' TYPICAL FROM BLOC UNLESS L - 4.1 A/l hydrants slid/ conform to A.W.W.A. SpecoAcat/on C502-73 or latest reHs/ar for Dry Barra/ fire Hydrants, � ' OIHERNSIE DIRECTED. SAFETY FLANGE 4.2 A// hydrants shall have permanent markfngs ldent/fyfng the manufacturer, and des/gnotong the size of the mole valve opening and the year of mhonufactura FINAL GRADE Markings shall be placed so as to be reodlly dJscemib/e and/egJb/e after hydrants have been Installed. a 010 . / \\ 43 A posltive aperatthg draln valve shall be Induded to draln the hydrant property by opening-as soon as the math valve /s dosed. The drain valve steal/ dose � � VALVE'BOX COVER when the moon valve /s open. "� VAL VE'AND VAL VE BOX . •' • .... � N 70 BE LOCATED AS ' w 44 H rants sfhall be roWded with a 6 In/et with mechancca/ Corp. reods. p J�Inf end camp/ete with a//Joint occessorfes lhdudthg gaskets% and two Z 1/2"out/gilts with N.Y. X DIRECTED. 2 • • 1-1/4'X 1/4'STEEL STRAP 2 LAYERS OF TARPAPER io RODD/NG BETWEEN IE F PLAN 5yAPED T 0 VAL VE . 4.5 A primer and second coat of paint shill be app/Jed to each h runt t section. The bafre/ shall be low with alum/burn tops and co s: OVER 1-1 2'S76NE. 1 AND VALVE AND BE- BVNGHAABL£CURB BOX TYPE & LOCKING CO MANHOLE P / w THEEN VALVE AND B/NGhfAM TAYLGAR f1G No. 4901 FRAME LOCKING COVER PGYYEWYLENE BUFFALO TYPE, COMPLETE' OIR HYDRANT-SEE NOTE.1 r' APPROVED EQUAL Q n FILM 1J¢" WAlt74 SERNGLr 7 2000 P5' COWCRE7E COIPPER PYPE. C/0, - , 6 LA IERAL ) ! ' `� "`$ THRUST BLOGYC f1NlSHED GRADE .° a GIR STAKE ANCHORAGE "'" F4a'.,;'c I CURB srup MUELLER H-15204 CIF' v ° » 5.0 WATER MAIN AGAINST UNDISTURBED .�, ." I , / , 1/4 DIA. BAR TAP • . o EARW. APPROVED EQUAL MATERIALS % - a 3" THREADED J e I . :��4 .1 - - 'a'- 4 - 4 51 Water Maln poptng shall be 8 Inch cement lined ductile Iron pope% thickness pass 5Z meeting the requirements of speclflcoflon A.W.W.A. WELL-GRADED WASHED GRAVEL ADJVST 7O GRADE W17H • C-150/A21.50-96 'ANSI Standard for Thickness Design of Ducille-Iron Plpe" and C-104/A21.4-95 «AN9 Standard for Cement Mortar Llnfng for (APPR. 1/3 CY) 5N 8� CANC: BRICKS WI1N ,_0• CONCRETE Ductile-Iron Plpe and fTftings for Wafer'or latest reHslons. The plping afro//be Installed In accordance with A.W.W.A. C600-99 "Instal%t/on of « MOIRTAR (4'�//N. 12'MAX.) 3=0" DuctNe-Iron Water Mains and their Appurtenances or latest reWslon. Cr01RPORA nAN S70P MUELLER H-15000 � (TyP) 24 ANCHOR E�LOLYC STONE; CANARREIE AR CONlG7?E1E BLOCK OR APIPROVED EQUAL W1lH APAC FULL ' 5.2 P/ a and cou Ins shall bear Identilcallon markln s that will remath / Ib/e durin normal handlln , storage and Installation, which have been lied MINIMUM 6" 1H/GXC AND 12'SQUARE BODY SUPPORT/NsERT sERV1AE I NO 2' O.C. P P/ 9 9 e9 9 9WPP MANUF. /DENIFlCA IOW GSD SAP. M.H. STEPS In a manner that will not reduce the strength of the pope or coupling or otherwise damage therm. 1. PUMPER OUTLET SHALL FACE S7REE'T,• SADDLE/107. 1 ALL WATER LINES 5YALL BE CAST/N WALL (�')HOSE OUTLETS SHALL BE 4_6 BELOW 017".. (SEE DETAIL) VALVE ANCHORAGE DETAIL PARALLEL 10 STREET. 5.3 'Push-on"Joint shall be used unless otherwise Ind/cated In these spedf9catlons. Jdhis shall conform to A.W.W.A. Specilcatlon C111/A21.11-00 ,or 2.) PLUMBNESS OF HYDRANT 70 BE CHEGm /N 7Wt7 D/RECIOWS; 90 7/8"SO. OR 3/4"D/A.SELF I latest reHslon. DEGREES APART. _ . N.T.5 SEALING BUTYL RUBBER .1) RADamo SI/ALL CANSYST OF ?wv 3/4" THREADED RODS CAREFULL Y FFOLK COIN j /NSTACLAnav COATED WITH Bl7UMASnC PAINT. RODD/NG MAY BE OMITTED BEMEEN TY DE THE MAIN AND LA IERAL VAL VE OWL Y WHERE A TAPRING VAL VE OR � » " 5.4 Water mains shall be /ald to the /Ines and grades establlshed by the plans and slpec!/lcatlons unless directed otherwise by the Owner or his 3-3 MAX. : 4-0 PAItTI1�ENT�}F HI;r HYDRANT VAL VE ANCHORING TEE/S U5rD. - '' . Il resentat/w Trenches shall be excavated to the g depth reg WATER MAIN TYP rep required all nmenL d th and width and !n conformance with all Federal, SLofe and local Wotttans �) 1-1/2"S7LYV£SHALL BE PLACED AROUND THE HYDRANT FROM/ THE WATER SERVE DETAIL ,� � � � ED LTA S� �ICES 55 Men the subgrade !s found to be unstable or to Include ashes, cinders% refus4 organ!. materfal, or other unsultable matorfal, such moterlal sdhai _ B077w A- THE TNENQS; BUT AT LEAST 6 BELOW 7HE BASE' A� REFEREWC.,I��jr�� . be removed to a mtnirnum of(6) Inches, or to the depth ordered by the englheer, and replaced under the dlrectton of the engineer with dean, stcable THE HYDRANT 7t7 6'ABOVE• THE WASTE OIpEN/NG AND TO A DISTANCE N. y "',,,, KOR-N-SEAL FLEXIBLE SLEEVE '�' ('fd- aZ^ o o/,� ' granular backA/l materfal Trench bedding shall conform to the Unl--Bel/ standards OF 12"AROUND THE ELBOW. -1 � OR APPROVED EQUAL 7YP Sl g ` �� 56 the Contractor shall be kraal to use approved means to k water out of the trenches while pope !s bale fold and orro 1lrorrh the lets mnfll 5) HYDRANTS W17H PLUGGED DRAINS SMALL HAVE A 3 BLsIGIC �. _ o FOR EVS77NG SNH--192 GWLY. D' �JINCi _ -- F0"SPECIAL CONDITIONS ALL OAPENINGS 07HERWI-W REVIEWER'S j they have set. required Ppro pp g Y 6) IF aR R UPNDWAIER / ENG'OUNIERED WITHIN FEET GF S�/RFAG WEEP m ` It• 2» ( ) 3/4 D MUST B£PRECAST. INIT S T `` . 57 BackAl/Ing shall be accomplished with materoa/s approved by the engineer In accordance with the plane Al/ backflll materla/ shall be free from ,_ HALES SMALL BE PLUGGED AND HYDRANT PUMPE77 AFTER USL� - ` tinders, ash, refuse, vegetable or organic maferlal, boulders% rocks or stones 1-1/2 Inches or larger In size, frozen so#, or other material that, In the i 8'X6" 'Y" 71P/CAL SIZE opin/on of the engineer, !s unsultab/e. BockM/ and compoct/on of pipe trenches shall be In accordance with the deta//s on the plans, HYDRANT DETAIL CAMPBELL FRAME COVER M�tIDEZ No. 1735 ' CHLORINA TAN, FLUSlYING AND BACTERIOLOGICAL TESTING N.T.5 OR APPROVED EQUAL '�'-'`'`'' FLEXIBLE JaNT(7YP) FOUNDA 77ON WALL 5.8 Chlorinatlon shall be 1n accordance with A.W.WA SpeclAcatlon C651-99 or latest reNsion. The required ch/ortne dosage Is )'00 mg/1 of chlortne ,h S70PPER OR END PLUG' L8" MANAUTH/C BASF & FOOTING the mains, with a ch/odhe residua/ of not less than 50 mg/1 at all t/mes. SECTION A-A i _ 3X3%8" COWCREIE PAD 5.9 Water maths shall be blown off at a flushing Wocity of not less than 2.5 feet per second unt!l a//mud and stones ore removed from the main 5' and the chlorthe residua/ Is ether reduced to zero or not hogher than the chlorine residua/ generally prevailing In the system. .:,...- ..,.•. - - M/N•,' .' 11._,�••..-j •1' .1 -,�1•..'•�..•.. .!'!• .�I'•�•.•�•'. •I• i'.I...;�..,Aa: .NOTES _ i 510 One bactedblogoca/ sample will be required for each 1,000 Moor fleet of water moon and for each dead end. if pos/t/ve samples are obtalned Ire any I 10' L A I �� ° area, more detalled sampling will be required. After each section of male has been blown off, samples of water shall be taken fFom the approved r' "tom 1 ALL MANHOLE SECIANS SHALL CaWORM WI7H A.S T.M. C-478-70, STANDARD . sampling potnts by the lab personnel ffrom a New York State Approved Laboratory. The costs for the bacteNdog/ca/ tests shall be po/d for by the SP£Cnv77ANS FAR PRECAST REINFORCED CONAR£TE M.H. SEC770NS ;••:• . f',%• j Contractor: 2 MANHOLE RISER S£CTON 70 BE FUMVISHED /N 1,Z,3 OR 4'HE70H7S AS REQU/RED 5.11 No secf/ons of new moth shall be opened to the d/strlbutlon system unt!/ negative bocterldoglcal tests ore obtained by o New York Stole Approved SEWER MAIN OR WATER MAIN OR PVC P/PE N 3 MANUF. 70 CEF77FY 7HAT MANHOLES DalwRED mn'r ALL REQUIREMENTS OAF- Laboratory (with a cert/Acate that the samples were taken by laboratory personnel) and approval Is granted by the engineer and the S7rffo✓k County SERVICE' LATERAL � GSb SPECS. ASEMENT SLAB I'li Department of Health Services 0---, WA TER S><RVICE ANGLE VAR/ABLE I- (WHERE APPLICABLE) I PRESSURE AND LEAKAGE TESTS 00 I I I FOOING w� 30'ELBOW _, I I-� 512 A pressure test shall be conducted an at/ moles /n accordance with A.W.W.A. SpeclAcotfohs C600-99, or latest rovlslon. Grader the pressure teisL 45'ELBOWS ��Y�� BRANCH GRADE � D the hydrostat!e pressure shall be set at least 50 percent above the normal operating pressure, but In no case less than 100 pack., based on the SANITARY SEWER MANHOLE elemilon of the lowest point on the Ilse or section under test, and corrected to the e/evallon of the test gouge. Pressure shall be applied by meatus 10 10 ASSEMBLY of a pump connected to the pope In a manner sat/sf for to the Owner. a N. Y - N.T.S. MI FOOING STEPPED DOW1V �_ - 513 A leakage test shall be conducted on a// moons on valved sections In accordance with A.W.W.A. SpedAcatton C-600-99 or,latest mWs/on, ether NOTE 1I tYP 70 ACCOMO1DA lE SEWER concurrently or /mmedlateefy after the pressure test has been sat/sfoctoriy completed. Under the leakage test, the hydrostat!:pressure shall be set at WHE7V SEWER LINES CROSS ABOVE WA1ER UNESy THE SEWER LINES SHALL -0I� �� 1 « Z•DO UNE AS REQUIRED i least 50 percent above normal operating pressure, but Ih no case /ass than 100 p.s.f. for the particu/ar locatlon, and the dureallon of the test shall be BE COIIIS7RUCTED OF MATERIALS AND JOINTS THAT ARE EoulvALEivr 7O VIA. 1 at least two hours. No pope lnstollaflon w#1 be accepted unt!/ leakage Is less than the number of gallons per hour, as determined by the formula., WATER MAIN STANDARDS OF CANS7RUC77ON FOR THE ENIRE LENGTH, AND I. , ,I I III _ � SMALL BE PRESSURE 7ESTED 7O ASSURE WAIERIGH7NESS PR/OR TO ./ I : j L = (S)(D)x P BACKF7LUNG. /N ADD/naV, WA TER UNE JOINTS SHALL BE A T LEAST 7EN 13.�200 FEET FROM 7HE PAINT OF AROSS'NG 60' WYE i L• allowable leakage !n gallons per hour, D. length of p/pe lnetw In feet; CAST IRON BLDG. SEWER LINE 1 D.• nominal d/omete• of the p/pe /n Indies and WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL 7HR000H FOUNDAnoN P., average test pressure during the leakage test, In pounds per square inch gaugc. (ADAPTER AS REQUIRED). N.T.S i' 8"1 RPZ DENCE fFBCO MODEL 860 �,ssE "Y BRANCH ASSEMBLY OR EQUAL SEWER TRUNK UNE i NOTE'A: N CURB INLET- . ik N� R01ARDS FOUNDRY TYPE K1022 8" ETV OSURE MODEL H86E DR OR EQUAL) t f05 L x 71 W x 64'7:l (INSIDE D/MLdVS/ONS) SEWER SERVICE CONNECTION -�� CAMP'BELL FOUNDRY TYPES 2501 OR 2511 8 » » ( � ) pN I Nuv FZOCKHART FOUNDRY TYPE 624-61455 . N.U , �� - _ �_ y �2 CIRCULAR INLET WHERE/ND/CATED AN PLAN SOILS/N EXCEW OF 9"BELOW PAVEMENT sue- " �- - GRADE COMPACTED 70 90A'AASH70 T--99 � I C Z .�- . TEST Cow � TEST COCK EXl ING GRADE CURB UNE PAVEMENT SAWCUT EAIS77NG SOILS WITHIN 9" OF PAVEMENT UNDE7TNEAIN N UNDE7?HEATH ,�;� PAVEMENT 2 B£Y0140 18 MIN i 50 50 T C. ELEV. B.G: Er EV: SUBGRADE COMPACTED 70 95X - SCREENED » » » � PRECAST CONCRETES NOTES: 1RENCH WERE REQ D 8 30 MIN. AIR GAP 117"L x 83 W x 4 r<t7/VCRETE SLAB � EAIS77NG FAR PAVEMENT OF MAXIMUM DENSITY PER V DRAIN PAR7 WATER MA SEE'NON' "A" ALLOW 4 FAR FINAL RES70RAnoW 7YP AASHTO T-99 8" 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR ADJUSTMENT OF CASING ( ) TEMPERATURE AND SHRINKAGE, TRANSPORT. AND TO ALLOW THE STRUCTURE TO - Z REWFORCED TTi - - PAV£ME7UT'suBGRADE a•' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS / CONCRETE SLAB O.D. + 2'MAX. (WHERE ORPUCAME) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL �t (SEE N07E BELOW) �! INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO _i WITHSTAND THE LOADS NOTED ABOVE. -; _ 1"."."'....., 4 -;' ;�.•..,:••:': � 8" WATER MAIN _ __� ! o e e o e PROPOSED 8" WATER MAIN SECTION A-A 70 �� 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY PRAPO /%/ - • ' - CLASS IV :::::...::.:::::::';':;:.:.:.:.:::';':.:.:.:.:.:.: HIM ELEVATION ", FOR V A 4• DEVICEI STRENGTH CONCRETE. GRADE / . e e e RCP PIPE •.'.'.•.•.-.'.•.'.'..., . �_ . /// __ PR OSED o e e ..............•.•.•.'.:.•.'...'. / F CL-MAIN � ............. ......... ..... � 4"RPZ DENCE fEBCO N.T.S. NOTE;;: / SACKFUL ABOVE MODEL 860 01R EQUAL 1. RPZ 70 BE M/N/MUM 8"FROM BACYC WALL W17H •, • " � e e o e e � � • � SPR/NGl/N£ 727 // `4~ `h NOTE: BE PL.IG'6ED /N (ROTA TE TEST COCKS 32"x 56"ACCESS PANELS 1FST COCKS OW EXTERIOR SIDE. 12"Uf1SS AS NECESSARY 70 2. 0 t?CES MUST BE PROTECTED AGA/HST fREEZ/NG. PROPOSED / R CLASS////// AR /V ..Q;o................. PRECAST STORM DRAIN RINGS 41 ••. �- ""�A r I WATER MAIN / ,� ? ®® ® ® ® ® ® ®® � COMPACTED BACK- .... ... .. ...... _ FACE EX7E7?/GI7) TAX MAP No. DISTRICT 1000� SECTION 46, BLOCK 01, LOT 27 . _._-r '� fILL MA TER/AL /N a INSTALLA 770N REQUIRES (2) 150OW H£A 7ERS: THE \ \ �/ 3 MIN. ®® ® ® ® ® ® EM M e ALL PIPE ZONES •.........•. - . 30"M/N. CLEARANCE 70 HEATERS ARE 70 BE,LOCATED 30" ABOVE ME .-�K / COLLAR = PER USCS ..... SpR/Mxl/VE SIB AND SHALL NOIr BE EXPOSED TO RaIEF REVISIONS { } - \\ // ®® ® ® ® ® ® ®® (UNIRM SOIL D 4" OS & Y NEAREST O1BS1RUCnAN VALVE DISCHARGE Barrett, BOnacci \\ ��` // CLASWRCA7701V .-. BAa(ML PLACED AL7ERNATELY/N V,qL� (Typ) �� �� 6/25/03 SEWAGE 1RMNT PLNTj ! � \\ y j/ ®® ® ® ® ® ® ®® SYSTEMS) =-= - - -• 6"UF75 O B07HS SIDES OF ¢" 4» 3. ADEQUA TIE ELECTRIC POWER SMALL BE PROVIDED 3/21/05 PIPE 1RE7VCH DETAIL & V an W e e l e P.C. r` y -=_ PIPE 7O SFRNNGUNE E7.EVATON _ cavMEWS \\ GROUNOWA BEDDING (GLASS 1,1/ OR 111).WHERE 11: \\ // :;y ' UNSI!lTA L47ER/ SG74EENED ® ¢ CL£ARANCLcS WHEN BOX /S OPEN. �6/OS RP4114105 (Z DETA RENSED NS • ' \ : ..::..;:, co BLE A/ AL /S ENCOUNTERED DRAIN PORT 6 2 05 RPZ DETA/L RENSED _ Y X `M ..... . . 5. DRAIN PORTS CANNOIr BE SUB�CT 70 fL0010/NG _ _ _ .// _ DURING E71'CAVA ROW OF PIPE' MENU ES 8 REDUCER // _ _ f I �j\/\/\/\/\/\ y ' M/N. AND MUST BE SGWE£N/ED. / / J 7 12 05 RPZ DETAIL RE14SM .d T �-BACKF7LL MA 7ER/AL 70 BE . PRE-SHAPED FOUNDA nAN AR ���\\��\\��\\/�\\;/\\//1, K PROPOSED 8" I WATER MAIN 70 SITE 6. PROPER MAINTENANCE MUST BE PERFORMED. CIVIL ENGINEERS/SURVEYORS/PLANNERS j CLEAN SAND AND GRAVEL fZA4T FDUNDAnow WIII �% 175A Commerce Drive Hauppauge, NY 11788 m ��/, , RE7NOVE ALL CLA Y ALONG BUILDING BACYCf7LL TAMPED INTO PIPE AS REQUIRED ITT! HAUNCHES; AT CANTRACTl�?S 7. DE-V10ES MUST BE FRCJM NEW LARK STATE I' DISCREnON. APPROVED LIST. TEL 631/435-1111 FAX 631/435-1022 1 g DATUM ELEY 8" Y 8. DEwas MUST BE SUPPORTED TO THE FLOOR www.bbvpc.com co 30.00 A 8-1/2" VALVE (TYP.) A i9I1N PIPE STANGYIIAWS. a - w IF�DEEPTH OF TRENCH EQUALS OR EXCEEDS 5-O" 8"RPZ DENCE fEBCO CLEAR °'0 2 d o °�°' °h d o a THE C'CNTRAC7OR MUST PRONDE SHEE77NG AND O ,o N R M IR % M UNDERL YING SAND AND GRA VEL S7RA TA MODEL-860-OIR-EQUAL MIN. 9. INSTALLA IOW 70 CONFORM WI7H SUFFOLK COUNTY ■ `�g h h t j Off' r j uNj n BRACING, AS AN AL 7ERNA nVE, THE TRENCH - WA lE7? AUIHAR/TY STANDARDS+ Amended Site Plan for CLIFFSIDE RESORT .1 WALLS MUST BE CUT BACK TO 1:1 SLOPE, OR 10. RESIuENT WFOGE OR BALL VAL V£S TO BE USED. I o �. NO MS. THE NATURAL ANGLE OF REPOSE FAR THE SOIL, 1. MINIMUM OF 12'BETKTN POOL.£ WH/Gh'JEVER /S G�REAlE7? 105 11. ENaOSURE 70 BE "HOT BOX/HYDROCOWL`" OR ___ YII S 0+00 1+00 1+72 2+00 3+00 :3+10 » » 30"M/N. CLEARANCE 70 EGXIAL. I � 2. RECTANGULAR OPENING 70 MA MH SIZE OF CASING. 32 x 56 ACCESS PANELS y NIES) - , , GREENPORT I NEAREST ABS7RUCnav WEN OPEN 12. ENCLOSURE 70 BE NEW YORK DEVGNA770V CCU' TOWN OF SOUTHOLD SUFFOLK COUNTY NY FORCE MAIN FROM PUMP STATION 'TO SMIH-5 LEACHING BASIN PIPE TRENCH DETAIL - R►CP NTS. .� �s L..' �, a SHEET 1 N.T.S N.T.S NOTE.• PRIOR 7O ORDERING HOT BOX maosm,, COwTRAC1 m - o- 4 11 70 VERIFY/NTERIoR D/ME7VS/ANS IN7H REs'PECT 70 f1T77NGS y �i 5 N NECESSARY 70 COMPLETE THE INSTALLA nOw AS SHOWN. O e ��3x �\�4a WATER MAIN DRAINAGE l� s AND SANITARY DETAILS of g RPZ IN INSULATED ENCLOSURE ALTERADON OF THIS DOCUMENT, EXCEPT BY ACCORDANCE WITH SEC77ON 7209 OF NYS A LICENSED PROFESSIONAL ENGINEER IN , N.T.S. EDUCATION LAW, IS ILLEGAL © zoao e.e.v.,P.C. i DESIGNED BY DRAWN BY CHECKED BY DATE SCALE _r PROJECT N0. o LM: DIET ✓E/bJ JE 8/7/00 AS SHOWN A000446 j VIEW.DETAIL 7 of 7 - ! ' , i - - - . _ ... - _.... ...--- _. .... ........ . ..._.__. .. .- - ......._...._-_... . _ .........-.._.__..__.- .-. 1 - MAILING ADDRESS: PLANNING BOARD MEMBERS *OF SDUJyO P.O. Box 1179 JERILYN B.WOODHOUSE �� l0 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS N Town Hall Annex MARTIN H.SIDOR �O� 54375 State Route 25 GEORGE D.SOLOMON �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COUNTY, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 10, 2007 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site Plan for Breezy Sound Corp., a/k/a Cliffside Resort Located 285' e/o Chapel Lane on the n/s/o CR 48, and known as 61475 CR 48, in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 9, 2007: WHEREAS, this proposal is to amend the parking for the approved site plan for Breezy Sound Motel in Greenport, issued September 27, 2005, to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit with eighty (80) parking spaces, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, a/k/a Cliffside Resort, CR 48, Greenport, SCTM#1 000-45-1-2.1; and WHEREAS, on March 27, 2007, Kevin Walsh, PE, of Barrett, Bonacci & Van Weele, P.C., submitted a letter requesting that the Southold Town Planning Board review the following (4) changes: additional drainage, 30 additional parking spaces, two trash enclosures and Belgium block curbing; and WHEREAS, on April 10, 2007, Patricia Moore, Esq. submitted three (3) amended site plans to the Southold Town Planning Board for review of the proposed changes; and WHEREAS, on April 16, 2007, Kevin Walsh, PE, submitted a letter with supporting parking standards research certifying 110 spaces is not unreasonable to accommodate peak season parking demand"; and YY Breezy Sound Page Two July 10, 2007 WHEREAS, on April 18, 2007, Patricia Moore, Esq. submitted a letter referencing the previous submission of three (3) amended site plans to the Southold Town Planning Board for review of the proposed changes; and WHEREAS, on April 19, 2007, the Southold Town Engineer reviewed the amended site plan materials and replied with the following comments and the Planning Board accepts these recommendations/comments and hereby incorporates them into the amended revised site plan to the satisfaction of the Planning Board: 1. "The proposed additional parking area and the amendments to the drainage design meet the minimum requirements of the Town Code. 2. 1 have inspected the first drainage "Wick" that has been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably located in areas that will not conflict with required setbacks. 4. The requested change to install Belgium Block Curbing within this private development has been reviewed and approved by the Highway Superintendent"; and WHEREAS, on April 25, 2007, Patricia Moore, Esq. submitted a letter indicating that additional landscaping has been added to mitigate the proposed changes and stating "Our engineers recommend additional spaces after review of the parking standards for a motel use. We wish to provide for the parking needs now, prior to the completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage" and the Planning Board has reviewed this letter submission; and WHEREAS, on June 25, 2007, the Southold Town Planning Board reviewed a memorandum/staff report from Bruno Semon, dated June 22, 2007, and the revised amended site plan reflecting the detailed changes and the Southold Town Planning Board accepted for approval the revised amended site plan with one change that a handicap parking space be added to the location near Building A and that original certified plans be submitted for authorization of changes; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5), varies the parking requirements provided it will not have a detrimental effect on the public health, safety or general welfare and the Southold Town Planning Board recognizes that the request to change the parking arrangement from the approved 80 spaces to 108 spaces is minimal to provide public safety; and be it further RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5) (b), reserves the right to review the parking requirements again if a change of use is proposed; and be it further Breezy Sound Page Three July 10, 2007 RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED that the Southold Town Planning Board grants approval on the revised site plan prepared by Barrett, Bonacci & Van Weele, P.C. and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001, and last revised June 8, 2007, and authorizes the Chairperson to endorse the final site plans with one condition: 1. That the applicant, agent or owner submit to the Suffolk County Department of Public Works for approval of the changes as noted above and such approval be submitted to the Planning Department for the file. Enclosed is a copy of the amended site plan for your records. If you have any questions regarding the above, please contact this office. Very truly yours, ?erilyn B. Woodhouse Chairperson Encs. cc: Building Department Town Engineering Inspector Suffolk County Department of Public Works MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 JERILYN B.WOODHOUSE o��OF SOUryol Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G • Q 54375 State Route 25 GEORGE D.SOLOMON ,��aa� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND lif'COU �`C.'' Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 1, 2008 Patricia Moore, Esq. 51020 Main Road Southold, N.Y. 11952 RE: Site Plan for Breezy Sound, Greenport SCTM# 1000-045.00-01.00-002.000 Dear Ms. Moore: The Planning Board is in receipt of your letter requesting a final inspection dated May 28, 2008 for the above referenced application. As you requested, a site inspection was performed on June 9, 2008 and June 20, 2008, and we found that the site work was incomplete. At a third site visit on July 2, 2008, the Planning Board determined that the site was developed in accordance with the site plan approved on July 12, 2007. Please note that Planning Board approval is required prior to any significant changes to the site. Please contact the Planning Department with any questions regarding the above matter. Sincerely, �--� Kristy Winser Senior Planner cc: Building Department Town Engineer Submission Without a Cover Letter � r Sender: Y' Cl �. I Y /OO Subject: So w) �o SCTM#: .1000 - Date: �/3 / /p .Continents: / �i ��� � /�� , • �I �� ,5CV/45 ro vim/ AUG - 1 2008 � Sr��t;;uld Tel�q 1 Fi,�nri;�B,RFd mmaxaN+ta w..w�w�:avtswp.�m�wx;a+rYw+�•- 1 09/23/04 T111T 13:b6 FAX 631 '2805 LAND USE ECOLOGICAL �001/001 IV Q 11cF.QF��MP,lE£Il1l�F��I��Xl�t1�FL�1Y R I'LIAN T1119 FORM T01 Iteglomil l4►minger liul'cinr of hinvinc milillnl Protection New Vm-k Shale Ilrpurin'etll nC 10,11Mlr4elllenl»l 0piwerralloll 11hi+ 40 -SUM Itomil 223 Jnlsu I' f'KGdI 6� [•uutMiy�l,mei ,51+111y Nroak, NY 11790.2356 PPIMlT NO.: oOl�O I — ISSUED TD: b CONTRACTOR NAME; �-�_� �� ��C-^`?Tj. '— — 7El.I PHONE: ��A- 8058 Poar Sir: Pursuynl L't�rrrl'rian 1)u!1110 refCr411ceTl �lef"It1il, ycltl are hei-elly liolified that 111e aulliorin I aclivily Was Completed till � 0 _..We linvo rully complied Willi ilia ler1719 And coll(110111Ts yr Iher peiillll aTl� eTl 1)llllls. 9 id-.cDy • 1'1?fiM 'I Zooq CONTRA It 1)ATI: 'I'111.5 N017'1Gm, IYI77r 1'rr[)7Y)t1RA1"IIS 01-'(Y)AIIIIXTIM WORK ANIVVR A V041111.67M)311MIR), .(SAIT11011111.177s,AHATIr►j .51iN"I'7Y)7'111i slllf)1'1r Afll)H►i.S.S 11'I7'1/IN JR I1�1Y5'C11•-!'UA!!'1-►i77t7N UI'T►rr'i!'I2[Jlls[-'1' 1�riJI.1I1!!s 7'1)AU.tit')11+1l.1.1c1L5f1l.i'!1Y�1 [:f)A11'1,frirYCH INS lYI:[:VION D1'NYS17Ji['9 VAIT. 'r ,L; An u-bolls vid err rotepnsl rs of wew eoostructrpnr rlpflr ,systrms,do clo,pools,b„ltfirwfs , N, IRK STATE DEPARTMENT OF ENVIRONMENTAL CONS; 'ION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02938/00001 January 30, 2002 FACILITY/PROGRAM NUMBER($) P E RM I T EXPIRATION DATE(S) under the Environmental Conservation Law January 31, 2005 TYPE OF PERMIT IA New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management 0 Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Lend Reclamation ❑ Article 36: FLoodpLain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27. Wild, ❑ Articles 1, 3, 17, 19, 27, 37; scenic and Recreational Rivers ■ Article 25: Tidal Wetlanda 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Neil B. Esposito (631) 653-5586 ADDRESS OF PERMITTEE P.O. Box 815 Quogue NY 11955, CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land use Ecological Serviced 2576 Sound Avenue Baiting Hollow NY 11933 (631) 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY Breezy Sound, Middle Road, County Road 48 LOCATION OF PROJECT/FACILITY SCTM #1000-45.01-2.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Long Island sound DESCRIPTION OF AUTHORiZED ACTIVITY: Construct 4'x 72'limber walkwaylstalrs. Backfill eroded area at base of bluff with 20 cubic yards of clean fill. Plant area with beach grass on 1 B"centers. Create 00'long berm with trench to capture runoff. All work must be clone in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applieabie regulations, the General Conditions specified (see page 2 B 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth (CAF) Bld 040 SUNY, Stony Brook NY 11790-2356 AUTHORIZED SIGNATU/;� "ti�"l✓Gp�- BATE January30 2002 Page 1 of 4 Sep 17 04 12: 17p p. 3 NEwYORK sTATE DEPARlMENTOF ENVIRONM5NTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservatlon of the State of New York, its representatives,employees,agents, and assigns for all claims,suits, actions,damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. Item B: Permlttee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, Including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescrlbed for the permittee. Item C: permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any otherpermits,approvals,lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D. No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested In a person not a party to the permit. GENERAL,CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records,is subjectto inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3)_ The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Conditioh 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance ofthis permit does not modify,supersede or rescind any order or determination previously Issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires_ Any renewal, mollification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities(HWMF), major Air Pollutlon Control(APO) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYS DEC Regional Permit Administrator, Region 1, SUNY Bldg 940, Stony Brook, NY 1 1 79 0-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. DEC PERMITNUMSER PAGE 2 OF 4 1-4738-02938l00001 Sep 17 04 12: 17p p. 4 NEW YORK STATE DEPARTMENT OF ENvIRONMENTAI,cok4sERVA'n10N ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLES),24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1, If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Departmentto remove oralterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and mannerea the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to Its former condition the navigable and tleod capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or resuitfrom future operations undertaken by the State forthe conservation or Improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3, Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U.S.Coast Guard, New York State Office of General Services or.local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse plies, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. S. There shall be no unreasonable interference with navigation by the work herein authorized, 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the appiicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition, No claim shall be made against the State of New York on account of any such removal or alteration_ 8. If granted under 6NYCRR Part 608,the NYS Departmentof Environmental Conservation hereby certifies thatthe subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303,306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required,a survey. 10_ All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Land Use Ecoloq'ca I Services 12/20/01 DEC Pi�Rmrr NUMBER 1-4738-02938100001 PAGE 3 OF 4 Sep 17 04 12: 17p p. 5 ...,. „ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal- No debris is permitted in tidal wetlands and or protected buffer areas. 2. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration,whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 3. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas landward of the proposed berm. a. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 5. No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. S. Alteration of the existing grade of the bluff or hill during construction of the stairway is prohibited. 7. The stairway must be elevated a minimum of 3 feet over grade to minimize disturbance or loss of the natural vegetation and reduce the potential for causing or accelerating eroslon of the bluff or hill. Disturbance to the natural vegetation or topography seaward of the crest (top) of the bluff or hill must be restricted to an 8 foot wide area, including the width of the stairway, as shown on the approved plans. DEC PERMIT NUMBER 1-4738-02938/00001 PAGE 4 OF 4 P . jo S1.02OLK COWN RAcmcm t BEACHACM cx'j�.- ;;4=INFORMTONIOkTAKFEPBCMRZOMSURVI ,�Uiaa ii.. Mmum KuALJ-wzv�wov,?� x • S ODNAOM&VMMELE.P.C)17SAGM&RCE NoVENIECT10NOF-COEM -NEWY(MI17Ba DWYE4M)PPAUGE D k6ZENY;LAkD"V-SFi3R646Z3EWC1gS tM 4 DAM -M-alliq 2q:,GffI0 15,Ql,jZ-20.*I ........... Lem is by!ea?lbe *d Sa*m,inc,in 9-21-01. vol" 4 AM no "WIlly N I N / /'� I P-POMUID SM Q-ell MLLANFA M BE is RAM wre KAUR an AMBVJR bmw�EA""Zcw own lubwau MWAUNUTA)ON I 11971 PIPES COVE A --on'TIMSMMUKAND Fanni7igR Accm ffTPJRWAY.Pewowo iNsrALLATm SECTION VIE SCALE:118"=I' Fropmd 3'0%v1d.XT+)4fi6pX3W*,LIQRg ,,01 trench with gravel to catrk and control upland runoff. - 111-thcablc yards of growl(II21 414DI'41a Die.) Is proposed(a be ul Kred for pmpoved dralrmga trenek. PX0r'D5WCX7Z nXEDTOMNALKARD .... , '- ... fill tmm excavatior.J trench to he atilized for 2'-!.,,, ;ESSTAIRRAY.PROPOSMINSEALUMN 'CfB x 1,1'+.L high x lr,=-:.long barm. �E WITIAIM DESTIOTMADMS LOCI -N EVC UTAILTEWO W1.1 14 El zr. -Fraposed Stagiog Area -LL-, 1cLev 70SERELIOVEDI drireuayoT�.cfAfiddlcltd 0 III= pr EnSTWLA"AREA %-Avel TFGFLcb LEACH ati IF empm 'Hof PENEMTIGMG, ,ARE RMT.BTM PROPOSC ' - ,� r'�'\ 'To AM TO 1-- -0MA"Rmx 160S. rl -OF Fict '-)FW0R1RSTAW,-. J A';N.G.v,D Albert J.Krupski, President FFD Town Hall James King,Vice-President 53095 Route 25 �4 P.O.Box 1179 Henry Smith {. ti '�,►y Artie Foster Southold. New York 11971-0959 y 2 Ken Poliwoda Telephone(631)765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 26,2001 Mr. Dan Hall Land Use Ecological Ser%*ces 2576 Sound Ave. Baiting Hollow, NY 11933 RE: BREEZY SOUND c/o NEIL B. ESPOSITO 61475 County Rd.,48, Greenport SCTM#45-1-2.1 Dear Mr. Hall: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 24,2001 regarding the above matter: WHEREAS, Land Use Ecological Services,Inc.on behalf of BREEZY SOUND applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold,application dated September 17,2001, and, WHEREAS,said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations,and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 24,2001,at which time all interested persons were given an opportunity to be heard, and, WHEREAS,the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application,and, WHEREAS,the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED,that the Board of Trustees approve the application of BREEZY SOUND to construct a 4'X 72' fixed timber walk and access stairway. The access installation is proposed to coincide with destroyed access location. The timber walk is proposed to be supported by(36) 4"x 4"CCA timber posts with a depth of penetration of 6'+. A proposed 160+/-sf of existing eroded bluff is to be augmented with 20+/-cy. of 500-10001bs. stone placed on filter fabric against existing eroded scarp face. A proposed 200+/-sf to be backfilled landward of proposed stone with 15+/-cy. of clean fill trucked in from an upland source,and then planted with Cape American Beach Grass on 18"centers. A 3' wide+/-3' deep+/-X 30' long+/-trench with gravel to catch and control upland runoff. 10+/-cy. of gravel(I12"+1-to I"+/- in dia.)to be utilized for the drainage trench. The fill from the proposed drainage trench will be utilized for a 2'wide+/-X 1.5' high+/-X 90' long+/-berm to aid in channeling and controlling the upland run-off, as depicted on plan dated 8/22M and last revised 10/25/01. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees:None Very truly yours, - ice•/ C �. ��.-�yf2t' (�1, Albert J. Krupski,Jr. President,Board of Trustees AJK/lms DEC ACE Dept.of State _�-- Cu C. MOORE ATTORNEY LAW �I �U „ 3 wo ' a7nl Road, Southold, NY 11971 (631) 765-4330 d 6 DATE TO'' _..... SUBJECT_ _.._..._ .. .. ......._....... �h TG,� DPW _ _- _ - _ ►� f w o gems: �--(� -- m.— q-(✓ — jy� tom c�.vr� S�r�-c%� �e-Z�ler __ _.__. LA DGW-C lC SIGNED — -- --._.----_---- ...- ------- ----. ----- --- PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary May 28, 2008 oz- Ms. Jerri Woodhouse, Chairwoman and Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold,NY 11971 Site,Plan: Breezy Sound/Cliffside Dear Ms. Woodhouse: We are ready for a final site plan inspection in the week of June l't,prior to issuance of the Certificate of Occupancy. The Rental units are scheduled for occupancy . Please advise me as soon as we can schedule a final site plan inspection, I will make myself available any time. If you wish to discuss this further please do not hesitate to contact me. wry truly ours, atricia C. Moore PATRICIA C. MOORE �l Attorney at Law f) e 51020 Main Road Southold,New York 11971 YI Tel: (631)765-4330 Fax: (631)765-4643 February 13, 2008 Attn : Jerilyn B. Woodhouse, Chairperson '�' �_ w 4 Town of Southold Planning Board Office FEB 2008 � . Main Road PO Box 1179 Southold NY 11971 RE: SITE PLAN FOR BREEZY SOUND CORP. A/K/A CLIFFSIDE RESORT SCTM: 1000-45-1-2.1 Dear Ms. Woodhouse: With reference to the above and pursuant to the July 10, 2007 Planning Board Resolution condition, enclosed please find copies of email communications with the Suffolk County Department of Public Works stating that no further permits are required by them. I trust this now satisfies the outstanding condition and our file is now complete. Very truly yours, Patricia C. Moore PCM/bp encls. C: Kevin Walsh, PE Ken Tedaldi From: Hipperling, Justin [mailto:Hipperling@suffolkcountyny.govj U Sent: Wednesday, February 13, )8 8:05 AM To: Kevin P. Walsh Subject: RE: Breezy Sound Corp. Kevin, I remember the project, since the entrance as previously approved has not changed nor the intensity of the property use has not changed or increased, no further permits will be required...... Regards Justin Hipperling Suffolk County Department of Public Works Phone: 631-852-5677 Fax: 631-852-4079 From: Kevin P. Walsh [mailto:kwalsh@bbvpc.com] Sent: Tuesday, February 12, 2008 5:47 PM To: Hipperling, Justin Subject: FW: Breezy Sound Corp. Justin: Back in February.of last year I sent the email below to Paul Campagnola regarding the Breezy Sound project in Southold. I believe we subsequently discussed on the phone that a resubmission was not necessary (due to the fact that there were no changes proposed at the entrance or the work on CR48), but I can't find any correspondence to that effect. The Town approved the amended plan with the condition that we confirm with your office that no additional permits would be necessary(other than the Highway Work Permit already issued). If you could confirm that no resubmission is necessary, even by email, that would suffice. Thanks for your help. Please feel free to call if you have any questions. Kevin P. Walsh,P.E. Vice President BY"C <b 175A Commerce Drive, Hauppauge,NY 11788 T/631-435-1111 F/631435-1022 From: Kevin P. Walsh [mailto:kwalsh@bbvpc.com] FW: Breezy Sound Corp. Sent: Friday, February 23, 2007 5:11 PM To: Paul Campagnola (cam pagnolap@suffolkcountyny.gov) Subject: Breezy Sound Corp. Paul: Back on 7/23/04, your office issued the work permit for the above-referenced project(no.#48-106), located on CR 48 in Southold. The project has been under construction (finally)for a few months, and the owners have decided, based on input from potential buyers, that more on-site parking is required. The intent is to file an amended site plan with the Town for additional parking along the northerly road (already shown on the attached plan adjacent to buildings D and E), as well as an additional 10 to 12 spaces along the easterly property line (not yet shown). layout There are no nits. Thequestion is whether we needfor the internal dtoays or the access, and no changes to the roare-subm t to DPW based on these propos d changes. r number of u Thanks for your help. Kevin P.Walsh,P.E. Vice President BBY 175A Commerce Drive,Hauppauge,NY 11788 T/631-435-1111 F/631435-1022 s� COUNTY OF SUFFOLK �S AA STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS THOMAS LAGUARDIA, P.E. GILBERT ANDERSON, P.E. LOUIS.CALDERONE CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER July 19,2007 Town of Southold Planning Board Office P.O. Box 1179 Southold,N.Y. 11971-0957 Attn: Jerilyn B. Woodhouse Re: CR 48,Middle Rd. Breezy Sound Corp.,a/k/a Cliffside Resort SCTM#1000-45-1-2.1 Dear Ms.Woodhouse: This Department has reviewed the above-referenced site plan and offers the following comments: We are in receipt of your letter dated July 10, 2007 and revised site plan dated June 8, 2007 for the above referenced development. We find that the additional parking as proposed will not change the Permit#48-186, as issued by this Department. In addition, the amendment includes the use of Belgium block curbing on site. Please be advised that Belgium block should not be used within the County right-of-way. If you have any questions,kindly contact Justin Hipperling,Traffic Engineer I, of this office at 852-4100. 4" Very truly yours, William Hillman,P.E. u g - S M.Paul Campagnola Director of Highway P anning&Permits WH:MPC: :In SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631) 852-4010 335 YAPHANK AVENUE ■ YAPHANK, N.Y. 11980 ■ FAX (631) 852-41 SO v Barrett%b Bonacci & Van Weele,Pc Civil Engineers NY Surveyors 175A Commerce Dr. Planners Hauppauge,NY 11788 TRANSMITTAL T 631 435-1 1 1 1 F 631 435.1022 FORM C'1r 175 North Main St. Branford,CT 06405 T 203 483.4322 F 203 483-4323 www.bbvpc.com TO: Mr. Bruno Semon FROM: Kevin P. Walsh, P.E. Town of Southold DATE: July 5, 2007 Town Hall PROJECT: Cliffside Resort 53095 State Route 25 / PO Box 1179 A000446- Southold, NY 1 1 971-0959 VIA: ®Regular Mail MOvernight Mail OMessenger Mother- Copies DateEE No. Description 5 Revised Site Plan 1.7MEEP-TTITZ Remarks: As requested. i '_ ` . j' JUL 1 0 2007 4 . cc:.Dave Lantz, LSM Developmentt'{0y� T�rrn G:\WP_Share\_proi_A00\A000446\6s070507.doc w r MAILING ADDRESS: PLANNING R B.BOARD M US ERS �OF SOV�yOl P.O. Box 1179 I h O Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS N Town Hall Annex MARTIN H.SIDOR �� 54375 State Route 25 GEORGE D.SOLOMON Oly (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND CQUN Southold, NY MEMORANDUM Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE Date: June 22, 2007 TOWN OF SOUTHOLD To: Planning Board From: Bruno Semon, Senior Site Plan Reviewer Re: Revised Site Plan for Breezy Sound SCTM #: 45-1-2.1 Status: Approved and under construction pending approval for change in parking as submitted. This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285' east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM#1000-45-1-2.1 Be advised that Planning Staff have met multiple times with the applicant and agent to discuss the changes on the revised site plan. Attached you will find a copy of a revised site plan reflecting the changes. Please,be advised after staff review the following changes have been noted and reflected in this revised site plan: In the parking bank of 21 spaces on the s/s/o the property; one parking space at the entrance /exit was removed, the island was removed, the handicap spaces have been merged to one central location utilizing one unload area and the parking bank increased to 21 spaces from 20 spaces. In the parking bank of 11 spaces on the property to the right of the entrance / exit;the spaces width of 10'was reduced to 9' saving an area 11'x20'=220 sq.ft. which offers additional green space on the se/s/o the entrance / exit and this parking bank was reduced from 12 spaces to 11 spaces. In the parking bank of 7 & 14 spaces on the s/s/o the inside courtyard;the spaces width of 10'was reduced to 9' saving an area 21'x20'=420 sq.ft., a media break was added in the parking bank separating the 7 spaces from 14 spaces and this added green space and this parking bank was reduced from 22 spaces to 21 spaces. In the parking bank of 3 spaces on the sw/s/o the courtyard was reduced from 4 spaces to 3 spaces which added green space. In the parking bank of 12 spaces on the sw/s/o the property the spaces width of 10'was reduced to 9' saving an area 12'x20'=240 sq.ft.which offers additional green space. Additionally the parking bank of 11 spaces had a handicap space which was relocated to the front parking area and added one additional parking space to this bank. Recommendation from staff is that the Planning Board accepts this revised site plan and authorizes the Chairperson to sign the site plan. Have staff prepare a resolution for approval at the July 9, 2007 meeting and request that the applicant submit four original certified copies. r /.A/(^'d LONG ISLAND SOUND 1 a ram7'•a xn.x•c 00 LJ x eaosvr e x mrzE•a .�sao•a ao,e•u-e BBV / / e /1q4, LEI tit -------------------- ZY dp ` pt .� .ec wo rm uamcr•1•c unrtw.�wfw�®u wmoov uafnx icy mnuarsm�irn R— ` �\ � � � O.� � o e.._. _. � ., � _-- _-, � wax,,x•�w, .�xa�E ua N�au x m a ""r��ow'v°�M""rrxu—.mir !mw'�i'i vw>ereJ.rncs arvewaxc eeuea i CURB �� • � �`•.� � \\ r. a P.xn..r..ErWao�av snz�amnmrcmxFm�,m a.xx �-•-— �xux� EExEe --- -� --- ( ll —CES G i6�:2a"i�ecEs Ed NORTH ROAD (CA. •18)®• �"` Twx r.xr w avrracr nm.sEcnoH+a aoac of E REVISIONS Barrett,BOnaCCi 0 &VanlVeele,P.C. CIVILENLINE D1L 1VEw,C N WNEII ISa M114 rcrt��Drntllau—\WIY IJOM TEL f.'ll/.:S'.I I II fA\Gfl/14.10>1 www.Llnyca,. Amended Site Plan for CLIFFSIDE RESORT GRAPHIC SCALE sw REVISED� rys¢r DIMENSIONAL PLAN 7 (SEE PfIRRr APPLKA71OY y1 - IaRRJ• ' PREPARED Or THE LAND USE Ca) ASD77 hRl®VEOLrNaU 7O-VAPMC ( AHaHO�rD er NF rDlry rxusrFfS av /fib J PAYERS rO 9a4RD WALK AS 7l I .�Ile ,` 142- NIL M'MOC UWCOSTRUCRD ACCESS L — UN� 20'MIX UAWS))MC7[D ACCESS r0P f14C fxi/RAY. ....... .. . .... fV57ND 1pAYDA TAWS / f, o0 \\\7 M1� �: 7• � � IiNJTs I I� .i .................. .... ...... ... I RS0O' LYHGP£7F/D• 1 �. Id D7RPS7ER PAD .:.:..,.... � xJ �_ :,;... W7N SOPfCN rfN/Z ' y • so IVA / CK NE I O Rs00• R1 1 O0' < ROP CURB J Jace• o np le 8 pp / -StaWy'' e]G Q� PC a J*04,65 +l n 8 � � JJ,Ljr•� c J oa �'rs '9s `� a � ❑ �`�• 8 YiT D<FYiE91WA WETLAND D DN e/tt/Ot By BOtw�i EcaoacAL sENNa c- PW ❑r 8 J9.87 � srf NDrE s 14 Rstn• ON raLR.r• PT, V r/P y 6 g9 Raw, DUYPS7£R PAD .... 4546' - WRI SMEN rfACf r 0 BUILDING ............ • .b m O Rom, p :72 UNITS rm ................. .. ...........'Q .. ............... ............... Jac'. 452 2 00 46 � ..... ....... 8 nA�• w. hp .:. ..........�:::: .::::....................... 8 12 g 8 g � `� Jam• pc�'::::.:.::' RSOO• h PW 50.90 _�lQQ7•r�� r>p b µ'9pB7 np ACT 5O.B2 -� M00 9'i9O.0WAROM _ 9L20'EURO1Ef q o PAW" _pARWyyO PW 5O.90 C m R4aw 4� R100• PW 49.96 ACT 4866 R1SOD' �. R71OO' - S 35� CCC 38. W �u Rnao P21w. W 158.12 8y a S 19,333 S 24*0249" W 297.94' a= �RasJ+D w _ ———————————w—»--c--- � 1 r c°< Fill ............. . o — .......... ........... xx I R500' CaMEW 0• f �• r h } —xJ OGNfPSR94 PAD W N SCREEN MWE 15 $ O RJ500'ADD• a ROP CURB 3 fQar < N $ �.— 04.65 � � fLcu• 00 h N Pw22 ❑T 39.87 R500' SFE AF07E 5 0 h _ ' I R/56n' If.CLt7• Q�'� to 72 ar O �7 eO f7)p 4 PT sxy RAW" Y 9» PRW. 101dO' op aaN ME �. BNOWER PAD 7 MI7N SMEW FBAX .... ............ $ � F :. :. ......... ::. BUILDING $ ::... •:. 2 UNITS �c�• 10 a O fYp $ QQp• ? ....... - 2 00 .. T=2t0346• ................. .. Q7' .. ............. .. lagy 1 .. �. 8 $ e .......... .................. 12 R540' PH 50.90 np ACT 50.82 I ti o° JB I 9W OHMOW 9k2O'EMPLOYEE m o o / PAAM W PARIY/VO P�/50.90 ti m A 4 Moce o0 P�/49.96 ACT 48.56 R50• RJ500' ? �• R150D' — — — IR75O0' R2800' v $ 19'33 39 W 158.12 S 24'02'49" W 297.94' M ama m(sue CAM W 70 RMD AVWVYE Wff HCAe[4 FM SSW DEMS) 0. — SOLID WHITE LINE W W _ W W W W W W w SOLID WHITE LINE BROKEN WHITE LINE —— p / DOUBL DOUBLE YELLOW LINE SOI IO wHlic Iluc SOLID NHITE LINE - MAILING ADDRESS: PLANNING BOARD MEMBERS ��0f SU!/T�O Southold,,Box 1179 1 971 JERILYN B.WOODHOUSE ,`O l� Chair OFFICE LOCATION: KENNETH L.EDWARDS CA! Town Hall Annex MARTIN H.SIDOR • �OQ 54375 State Route 25 GEORGE D.SOLOMON ��� (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COU( ,`v Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 30, 2007 To: Planning Board From: Bruno Semon, Senior Site Plan Reviewe Re: Breezy Sound information SCTM #: 45-1-2.1 Status: Approved and under construction pending approval for additional parking as submitted. This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285' east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM#1000-45-1-2.1 Please find enclosed a copy of the following: • ZBA Decision# 4942 dated March 20, 2003 granted special exception approval for a"Resort Motel"with conditions. See ZBA appeal attached. (A-1 —A-4) • Building Departments Certification on use dated May 10, 2003. Use certified is "Hotel/Motel". (A-5) • PB Conditional Final Approval Resolution dated May 13, 2003. (A-6—A-7) • BBV site engineer letter dated March 27,2007 for the proposed parking changes. • (A-8) • BBV site engineer letter dated April 16,2007 for the proposed parking changes indicating use of the "Resort Hotel' from Institute of Transportation Engineers manual Parking Generation. (A-9) • Town Engineer review comments dated April 19,2007 for the proposed parking changes. (A-10) • Pat Moore letter dated April 26, 2007 indicating reason for change. (A-11) • Parking Standards copies of the Hotel and Motel. (A-12—A-16) • New revised site plan cover sheet clarifying site data. (A-17—A-18) • New revised site dimensional plan moving the spaces on the incoming entrance area. (A-19 A20) Town Code Section 280-78 Off Street Parking for "Hotel or motel,resort and transient"is "1 space for each guest room and 1 for each employee or 1 space per guest room, whichever is greater,plus accessory use parking as required" Town Code Section 280-4 Definitions for the is as follows: HOTEL OR MOTEL, RESORT --A building or group of buildings,whether detached or in connected units, containing individual guest units consisting of a room arranged or designed to be available for use as sleeping quarters for transients on a daily rental basis or for vacationers or other persons on a weekly rental basis,provided that one such unit may connect directly with not more than one other such unit. Each unit shall have a door opening on the exterior of the building or on a common hallway leading to the exterior.A "resort motel" may include such accessory uses as a beach cabana,private dock, dining room,restaurant or swimming pool, conference and meeting facilities or an accessory convenience shop, office or personal service facility,provided that such facility or shop is located within the building without any external sign or display and off-street parking facilities. The term "resort motel" shall not be construed to include "transient motel' or "mobile home park." HOTEL OR MOTEL,TRANSIENT --A building or group of buildings,whether detached or in connected units, containing individual guest units consisting of a room arranged or designed to be available for use as sleeping and living quarters for transients on a daily rental basis, provided that one such unit may connect directly with no more than one other such unit and that no cooking facilities shall be available. Each such unit shall have a door opening on the exterior of the building or on a common hallway leading to the exterior.A "transient hotel or motel' may include such accessory uses as an office, restaurant, accessory personal services, swi nming pool and off-street parking facilities.The term "transient hotel or motel' shall not be construed to include "resort motel' or "mobile home park," not shall it be deemed to include any dwelling unit except that of the owner or manager. In Town Code Section 280-78 Off Street Parking regulation under"Multiple dwelling (3 or more families)" could possibly be applied for parking of the approved use. Studio 1.5 per dwelling unit 1-bedroom 1.5 per dwelling unit 2-bedroom 2.0 per dwelling unit; 0.25 space is required for each bedroom in excess of the first 2 bedrooms. Town Code Section 280-4 Definitions for is as follows: DWELLING, MULTIPLE --A building or portion thereof containing three or more dwelling units. DWELLING, ONE-FAMILY --A detached building containing one dwelling unit only consisting of a minimum living area of 850 square feet. [Amended 4-24-1990 by L.L. No. 8- 1990] DWELLING, ROW OR ATTACHED --A one-family dwelling with two common or party walls separating it from adjacent units on both sides. DWELLING, SEMIDETACHED --A one-family dwelling with one wall in common with an adjacent dwelling. DWELLING,TWO-FAMILY --A detached building containing two dwelling units only. DWELLING UNIT --A building or entirely self-contained portion thereof consisting of a minimum living area of 850 square feet containing complete housekeeping facilities for only one family,including any domestic servants employed on the premises,and having no enclosed space, other than vestibules, entrance or other hallways or porches, or cooking or sanitary facilities in common with any "dwelling unit." A house trailer, a boarding- or rooming house, convalescent home, fraternity or sorority house, hotel,motel,inn,lodging or nursing or similar home or other similar structure shall not be deemed to constitute a "dwelling unit." [Amended 6-19-1990 by L.L. No. 13-1990] If you should have any questions or need any additional information,please let me know. Thank you in advance. Cc: File Attachments APPEALS BOARD MEMBERS �.Z. �Gy Southold Town Hall Lydia A.Tortora, Chairwoman c 53095 Main Road Gerard P. Goehringer ti Z P.O. Box 1179 George Horning O .F Southold,New York 11971-0959 Ruth D. Oliva y�j0l ��0� ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoltmivg&rk.net BOARD OF APPEALS TOWN OF SOUTHOLD AF FINDINGS, DELIBERATIONS AND DETERMINATIONy := � MEETING OF MARCH 20, 2003 Southold Town Clerk Appl. No. 4942 - BREEZY SOUND CORP. Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-61 B(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by.Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02. PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application .on October 17, 2002 and January 16, 2003, 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: CODE PROVISION: Code Section 100-6.1 B(4) provides that the following are permitted by Special Exception approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five(5)acres. (b)The maximum number of guest units shall be: [1] One (1)unit per six thousand (6,000)square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land.with public water and sewer. (c) No music,entertainment or loudspeaker system shall be audible from beyond the property line. (d)The maximum size of a guest unit shall be six hundred(600)square feet. • r ^.J Page 2—March 20,2003 Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A. That the use Will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C.. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the Resort Motel use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly With regard to visibility, scale and overall appearance: F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and on the basis of testimony presented, materials submitted and personal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-61 B(4) and finds that the.applicant complies with the Code requirements, and that: 1.. The proposed Resort Motel is required to be built on a minimum of five acres. Breezy Sound Shores Corp. has seven acres located on County Route 48. The proposed project is bounded on the east by a motel and a condominium, and on the west by a motel. The site is located across from the San Simeon Nursing Home on County Route 48, and to the north of the site is a bluff overlooking Long Island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Town Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water and sewer. When both are available, one unit per four thousand square feet is allowed. The applicant has permission from the Suffolk County Water Authority to hook up to public water. Breezy Sound Shores Corp. also has obtained approval for a chromoglass system from the Suffolk County Board of Health for sewer disposal or Page 3—March 20,2003' n Appl. No.4942—Breezy Sound Shores !� 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to show that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. 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 Member Oliva; seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form', approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units•, the resort motel will be operated in accordance with the Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and regulations of the complex. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit during the prime season. The units are to be placed in a rental pool and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4—March 20,2003 Appl. No.4942—Breezy Sound Shores ,✓� 1000-45-1-2.1 at Greenport 114 then occupy the unit in accordance with the rules and regulations established by the Board of Managers. 4. The Resort Motel will be closed from January 15th through March 15th of each year. 5. The units shall not be occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be — individually rented. 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. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was: Member Horning of Fishers,,;Island.) This Resolution was duly adopted (4-0). Lydia . ortora, Chairwoman—Approved for Filing 4/,$ /03 gveF �OS13FFO(,��, t Cz y Z Town Hall,53095 Main Road 6 • Fax(631)765-9502 P.O.Box 1179 y °� Telephone(631)765-1802 Southold,New York 11971-0959 �0.( `�►a BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Bennett Orlowski, Planning Board Chairman FROM: Michael J. Verity, Building Department DATE: May 10, 2003 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Breezy Sound Hotel/Motel Location: 61475 County Route 48, Green o�rt SCTM# 1000—Section 45 - Block 01- Lot 2.1 Date: April 9, 2001 Revised Date: August 2, 2002 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 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 USE Hotel/Motel IS/ARE A PERMITTED USE BY SPECIAL EXCEPTION BY THE BOARD OF APPEALS, IN THIS RR DISTRICT AND IS SO CERTIFIED. * Certification subject to curb cut approval (239 fl, special exception, SCWA approval and Greenport Sewer District approval. Michael J. Veri Principal Building Inspector PLANNING BOARD MEMBERS gU�F01,t BENNETT ORLOWSKI,JR. 5�;® ®G P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS ® ® Fax (631) 765-3136 KENNETH L.EDWARDS ®� MARTIN H.SIDOR ®( J�, �°� PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 12, 2003: The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 8, 2002; and WHEREAS, the Zoning Board of Appeals granted a Special Exception (Application No. 4942) on March 20, 2003 to establish a 69 unit motel with kitchenettes for rental on a daily or weekly basis and required that the resort motel be closed from January 15th through March 15th of each year; and ' 1 I Breezy Sound — Page Two — 5/13/03 WHEREAS, the Southold Town Board of Trustees approved a Wetlands Permit on November 27, 2001, and revised on January 7, 2002, identifying a freshwater area and establishing a 50 foot non-disturbance area from the flagged area, and a 50' non- disturbance buffer on top of the bluff line; and WHEREAS, on March 20, 2001, the Architectural Review Committee reviewed and approved the proposed site plan design elements; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval, including the requirement that the Town Engineer perform a final inspection of the interior roads and parking areas prior to issuance of the final Certificate of Occupancy; and WHEREAS, this site plan, dated October 3, 2001, and last revised August 2, 2002, was certified by the Building Inspector on May 10, 2003; and WHEREAS, the applicant hereby agrees and understands that if the site plan which receives stamped Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised "site plan application and review its conditional approval; and WHEREAS, on May 1, 2003, the applicant signed a statement agreeing not to object to a new public hearing and Planning Board review of the revised application; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant conditional final approval on the surveys, dated October 3, 2001,.and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met-within six (6) months of the resolution: 1. Review by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman AS Y Barrett BBBonacci & Van Weele,PC March 27 2007 Civil Engineers NY ' Surveyors 175A Commerce Dr. Planners Hauppauge,NY 11788 Ms. Pat Moore T631 435-1111 51020 Main Road F631 435-1022 Southold,NY 11971 CT RE: Breezy Sound (Cliffside)—Amended Site Plan 175 North Main St. BranfoProject No. A000446 T2034 3 4322CT 5 ,l T 203 483-4322 F 203 483-4323 Dear Ms.Moore: www.bbvpc.com Attached for discussion with the Town are the revised plans for the above-referenced project. As requested by the Client, the amended site plan includes the following revisions to the approved plan: 1. Additional drainage structures, constructed as "wicks" to enhance the leaching of stormwater, have been added in select locations due to soil conditions. In addition, provisions have been made for connection of foundation drains to additional drainage structures as necessitated by field conditions. 2. The applicant is proposing to add 30 parking spaces to the plan, consisting of 20 additional spaces along the northerly section of the loop road and 10 spaces along the east property line. The plans reflect the associated adjustments to grading and drainage required to accommodate the new parking areas. 3. Two trash enclosures have been added to the plan, at the northeast and northwest corners of the loop road. 4. The applicant is proposing a change from concrete to Belgian Block curb, which is reflected in the details. In conjunction with the revisions noted above, we have contacted Paul Campagnola at Suffolk County Department of Public Works regarding the current Highway Work Permit. We expect Mr. Campagnola to confirm that these amendments will not require additional SCDPW review. Please feel free to call if you have any questions or require any further information. Very truly yours, BARRETT,BONACCI&VAN WEELE,PC .: Kevin . Walsh, P.E. Vice President ` h�,�B 3 0 2007 GAWP Share\_prcj_AOO\A000446\pm032707.doc I cc: Dave Lantz, LSM Development i 04I1712007 09:57 FAX 631 765 4643 MOORS LAW OFFICES Planning Board 16002 Rpr 1? 2CJC17 $;02HM .-`-ARRETT, BQNACCI I m.5�9�1� P. 1 BBV 6onacci & Vbn Weele, A sil I6,2d0? Civil engimers N ' S urveyon 173A CbmmRua[ Plunners HPWvuge,NY 1 Ms.Pal;Moore T of 1 435,1111 Patricia C.Wore,Attorney at Law �a1 45-1022 51020 Main]toad Southold,NY 11971 �` /n �1{ C� 17.i Ncrlh Main 51 RI; Breezy Sound (Clif�'side Resort) Y zo Ord,4 2 Project No.A 000446 F a d40•4223 DcaT fvls. Moore: wv,w.66vpc.ccm As discussed,the applicant for the abovo-referenced project is proposing a site plan amendment which includes the construction of additional parking spaces beyond the number of spaces required by the Coda.Although the Code requires only 69 spaces for the 69 proposed resort hotel units,the applicant is requesting to increase the total number of parking spiwas availlable from the 90 originally proposed to 110. In support of this requcst, we have reviewed the parking requirements for "Resort HoteP' contained in the Institute of Tran4portation Engineers manual Parking Generation, 3'4 Edition. The peak period parking domand per room(or in this case,per unit)averages approximately 1.42 vehicles per unit,which would result in a demand of 96 parking spaces.Given the nabms of*we units(multiple rooms,which could generate more than one vehicle per unit for some occupants), We feel that 110 spaces is not unreasonable to aocommodato pock geason parking demand. Please do not hesitate to contact our office if you Have any questions or require any farther information. Very truly yours, BARRETT,13d7NACCI&VAN'WEELE,PC F^ I eA,, n P,Walsh,P.E. Vice President G•lWP_Sharel_rroj AOn�A4)0044$rpm04l607,dw SCOTT A. RUSSELL ��� � JAMES A. RICHTE B`5� R, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD coTOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765-1560 OFFICE. OF THE ENGINEER TOWN OF SOUTHOLD 0 �n i. Jerilyn B. Woodhouse (, V E ._ April 19, 2007 Chairperson - Planning Board D Town Hall, 53095 Main Road Southold, New York 11971 APR 2 0 2007 "1a Re: Breezy Sound Motel SCTM #: 1000-45-01-2.1' Southold Town Pialtni Board Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the amended site plan for the above referenced project. This site plan Set of drawings has been prepared by the office of Barrett,Bonacci&Van Weele,PC and has been dated 2/26/07. This review also includes a letter dated 3/27/07,which outlines four(4)items detailing the proposed/requested modifications to the approved Site Plan. Please consider the following: 1. The proposed additional parking areas and the amendments to the drainage design meet the minimum requirements of Town Code. 2. 1 have inspected the first drainage"Wick"that has already been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably located in areas that will not conflict with required setbacks. 4. The requested change to install Belgian Block Curbing within this private development has been reviewed and approved by the Highway Superintendent. If you have any questions regarding this review, please contact my office. Sinc rely, ames A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 �YF< Tel: (631) 765-4330 Fax: (631) 765-4643 ... April 25, 2007 � n `' ' �;.n --` rk Mrs .' Woodhouse, Chair �C�OI Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 Re : Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48 , Greenport, NY Dear Mrs . Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan. We have requested additional parking spaces as well as additional landscaping. I-failed to pint out' to you that significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces . The owner wishes to provide adequate parking for the motel guests on site. It would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. Our engineers have recommended additional spaces after review of parking standards for a motel use . We wish to provide for the parking needs now, prior to completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage . Thank you for your courtesy, if you need anything else please do not hesitate to contact me . Ve.rY- ly yours, LPatrici�aC. Moore cc : Breezy Sound Corp . ✓ ✓ .VtAl ' �f r A WR kV 4.0 a m t.='^`�yi'�}.�✓„���e1'y�'°.."+.� ,ram= C i _ f u . d,7.`"4 � ,yYe Tq� 4 r a° ,,�*R r`/•.x �r- � i l ` Z._.• r�� r_. - f' �—•-yam � ���k t. � 1•F d �� _� x• � :;� � t 1 / . n ��'r i��t�� �ti•�* f ')'� ",�ixj 4r ct3�8 }u' d F �, ��� .., �#'. r s �. s r 55 t�•r� ,+. l ' k fh�i �,� 8 xuFiY" S • a n A�•; -F'"F..� 2 i 1t:P [7 T"'u' Y�4 cis �iF � -T J 4 �ti•��'. �• F fi !r'-r y4.l'( i HC•''� N`f� 1� ti � r� 1, w �'• < r !'! ♦ y - `'•ay7 rYnt'e ji�SAu3, �• S �k � �•y{ ♦ I �s'+F �S�R rr�+4 F w... rte��bt'� �� _ff /t, 4/14 , ✓ T ^ 4-�c 4 � 17, '#'�< it t �; / .• ��. � ..`�,'� } >�._ 6. 'G.b afn ���� Jtl AZI ell J,e.•" `•r 6 f � t,�5�aF"x��� !! °'�� u��R�• 'r 'f� �;-��,'��i�"a ;�rg"' `° ( &�' Y ,�; C7'IC 7A$:''� r U .:311• � a ; ;y � / 1 1 -..-1/ d f r alul�2rd',f1,av f 4 v s - .11IIl,�/ y: r epo�!t�N :e • I space for every 2 beds(Raleigh,N.C.,p.p._I6,093) Bicycle Parking Standard:? : 20 employ- 1 parking space for each 2 beds for patients,plus 1 ees(Madison,Wisc.,pop.208,054) space for each staff doctor or nurse,plus 1 parking Bicycle Parking Standard: 1 per 30 vehicle space for each employee on the maximum shift(Boca spaces which are 1 per 2 beds, plus 1 per Raton,Fla.,pop.74,764) employee(Grand Junction,Colo.,pop.41,498) • 1 per bed(Tampa.Fla.,pop.303,447) hostel • 1 space per bed for first 100 beds;1 space per 2 beds • 1 off-street parking spaceprovided for each600 square for next 100 beds;1 space per 4 beds thereafter(Co- feet of gross floor area contained in any structure or lumbia,Mo.,pop.84,531) structures containing any use by right; provided, however,that for each habitable unit in a motel there • 1 parking space shall be provided for each 2 beds,plus need be provided not more than toff-street parking 2 spaces for each 3 employees(Gurnee,Ill.,pop.28,834) space(Denver,Colo.,pop.554,636) • 1.5 spaces per bed,plus 1 space per employee(Lenexa, Kans.,pop.40,238) hotel(see also extended-staff hotel;motel;resort • 2 spaces per bed,plus outpatient medical clinic and hotel) The maximum required shall be as follows:l space for outpatient medical offices,if any(Aventura,Fla.,pop. each guest room without kitchen facilities and l.5spaces 25,267) for each guest room with kitchen facilities,plus 1 space • 2.25 per bed at design capacity(Arlington,Mass.,pop. per each 100 square feet of banquet,assembly,meeting, 42,389) or restaurant seating area.The decision-making body • 3 per bed(Hickory,N.C.,pop.37,222) may require less than the maximum requirement based Minimum:1 per 400 square feet of gross floor area on factors including,but not limited to,the size of the Maximum:1 per 100 square feet of gross floor area project,the range of services offered,and the location. (San Antonio,Tex.,pop.1,144,646) (Redondo Beach,Ca<pop.63,261 _ F. 3 p AVA _ < 1 a PAA, .+rel hotel Minimum: 2 spaces per bed. 2 spaces per 1,000 For the first 40,000 square feet of floor area,20 off-street square feet of floor area parking spaces for every 1,000 square feet.10 off-street Maximum:2.5 spaces per 1,000 square feet of floor parking spaces shall be provided and maintained by the area (excluding on-campus medical office build- hotel or motel for each additional 1,000 square feet up to ings for which medical or dental office standards 100,000 square feet of floor area.Furthermore,5 off- apply)(Gresham,Ore.,pop.90,205) street parking spaces shall be provided for every 1,000 Minimum:2 per bed square feet over 100,000 square feet of space used. Maximum:1 per bed(Glenville,N.Y.,pop.28,183) Additionally, at least 1 permanently maintained off- a Bicycle Parking Standard:0.2 spaces per 1,000 street parking space shall be provided for every 300 square feet of floor area(excluding on-cam- square feet of floor area used for administrative offices. pus medical office buildings for which medi- Convention facilities,dressing rooms,employee lounges cal or dental office standards apply)(Gresham, and locker rooms,kitchen areas,stage and backstage Ore.,pop.90,205) areas,and all similar areas not open to the public and not 113 hotel,reso, housing,temporary employment excluded in this subsection shall provide at least 1 � 7�� Bicycle Parking Standard: 1 space per 10 permanently maintained parking space for every 1,000 ��—4� guest rooms(Gresham,Ore.,pop.90,205) square feet of floor area.(Mesquite,Nev.,pop.9,389) Bicycle Parking Standard:1 per 20 employ- • 0.7 spaces per accommodation trait,plus 1 space per ees(Madison,Wisc.,pop.208,054) 330 square feet(Vail,Colo.,pop.4,531) Bicycle Parking Standard: long-term park- ` in 2, or 1 per 50 employees; short-terra • 1 for each sleeping room,plus 1 for each 400 square g� p feet of meetin ea and restaurant space(Arlington, parking: none (Grand Junction, Colo., pop. Mass.,po 42,389) 41,498) 1 space per room or lodging unit(Eugene,Ore.,pop. hotel,resort(see resort hotel) 137,893;Gresham,Ore.,pop.90,205;Raleigh,N.C.,pop. house of worship(see chapel;church;mosque; 276,093;Tampa,Fla.,pop.303,447) synagogue;temple) 1 space per guestroom,phis the applicable requirement for eating and drinking,banquet,assembly,commercial houseboat moorage or other as required for such use,less 75 percent of the 1 spaces per berth(Gresham,Ore.,pop.90,205) spaces required for guestrooms(Palo Alto,Cali..,pop.58,598) 1 space per slip per connection facility(Dade County, 1 space per room, plus 1 space per 20 rooms (to Fla.,pop.2,253,362;St.Helens,Ore.,pop.10,019) accommodate motel per hotel staff),plus 75 percent 1 space for each dwelling unit (Seattle, Wash., pop. of the normal spaces required for accessory uses(e.g. 563,374) banquet rooms,meeting rooms,restaurants,etc.) if applicable(Columbia,Mo.,pop.84,531) housing,short-term rental(see short-term rental • 1 parking space shall be provided for each guest or housing) sleeping room or suite,plus 1 'oral space for housing,temporary employment(see migrant each employee(Gurnee,ill.,po .28,834) agricultural labor housing) 1.2 parking spaces shall be provided for each sleeping room for hotels,apartment hotels and motels.In addi- tion to sleeping rooms,if there are other accessory uses provided therein,additional,off-street parking shall be provided for those accessory uses at the rate of 40 percent of the requirements for such uses as provided in other subsections hereof.(Boca Raton,Fla.,pop.74,764) 1.25 for each rentable room or suite,plus 10 for each 100 square feet of conference,banquet or restaurant area(Lansing,N.Y.,pop.10,521) • 1.25 per room for first 50 rooms,plus 1 per room for each additional room; other uses within hotel 2er motel at standard rates(Hickory,N.C.,po .37,222) Minimum:0.8 per room,plus 1 per 800 square feet of public meeting area and restaurant space Maximum:1 per room,plus 1 per 400 square feet of public meeting area and restaurant space(San An- tonio,Tex.,pop.1,144,646) Minimum:1 space per guest room or suite Maximum: 1.3 spaces per guest room or suite (Gresham,Ore.,pop.90,205) Minimum:1 space for each sleeping room or indi- vidual suite of sleeping rooms,plus 1 space for each 250 square feet of gross floor area within the restau- rant per bar per entertainment facility (if appli- cable) Maximum: 1.5 spaces for each sleeping room or individual suite of sleeping rooms,plus 1 space for each 100 square feet of gross floor area within the restaurant per bar per entertainment per meeting room facilities(if applicable)(Jefferson County,Ky., pop.693,604) 114 r r ' monastery motel •4 spaces per model home (Door County, Wise.,pop. mosque 27,961;North Ogden,Utah,pop.15,026) • 1 space per 5 seats (Columbia,Mo.,pop.84,531) 5 per site(Rapid City,S.Dak.,pop.59,607) 1 space for each 4 seats based upon maximum seating 5 per 1,000 square feet of gross floor area,plus 1 per capacity or at least 1 space for every 10 lineal feet of 2,000 square feet of gross land area(Racine,Wisc.,pop. bench seating(Franklin County,Wash.,pop.49,347) 81,855) Minimum:1 per 8 seats monastery(see conventhnonastery) Maximum: 1 per 1.5 seats (San Antonio, Tex., pop. 1,144,646) monument sales establishment(see also cemetery) Minimum:0.3 spaces per seat or 1 space per 6 linear • 1 off-street parking space for [each] 2 employees, feet of bench seating in sanctuary based upon the maximum number of employees on Maximum: 0.6 spaces per seat or 1 space per 4.5 the premises at any time(Westmont,Ill.,pop.24,554) linear feet of bench seating in sanctuary(Gresham, • 1 space per 500 square feet, plus 1 space per 2500 Ore.,pop.90,205) square feet of outdoor storage area(Palm Beach Co tin ty, Where permanent seats installed: Fla,pop.1,131,184) Minimum:l space for each 3 seats in the sanctuary or 4 per 1,000 square feet(Hickory,N.C.,pop.37,222) primary assembly area mortuary(see also caskets and casket supplies Maximum: 125 percent the minimum number of establishment;funeral home;undertaker's spaces required. establishment) Where no permanent seats provided: -- At least 33 permanently maintained off-street park- Minimum:I space for each 50 square feet of seating • area in the sanctuary or primary assembly area ing spaces shall be provided for every 1,000 square When calculating the required parking for this use, feet(Mesquite,Nev.,pop.9,389) one shall consider all uses associated with the pri- 1 parking space for each 4 seats in the principal mary use on the site and their hours of operation seating area,plus 3 parking spaces;or 1 parking space and peak hours of usage to determine the minimum for each 45 square feet in the principal seating area, number of parking spaces needed to adequately whichever is the greater (Shasta County, Calif., pop. serve all uses associated with the primary use.The 163,256) planning director may waive the requirements of 1 space for each 40 square feet of floor area in assem- section 9.1.3 E.of this part if adequate information bly room(Holladay,Utah,pop.14,561) is provided by the applicant to determine the cumu- 1 space for each 3 seats in the main assembly room;or lative parking needs on the site. 1 space for each 20 square feet in the main assembly Maximum: 125 percent the minimum number of room(Coconino County,Ariz.,pop. 18,617) spaces required(Jefferson County,Ky.,pop.693,604) • 1 parking space per 2 employees, plus 1 parking Bicycle Parking Standard: 1 space per 40 space per 3 seats(Miami County,Kans.,pop.28,351) 0 seats or 1 space per 60 linear feet of bench 4 spaces per 1,000 square feet of gross floor area,plus seating(Gresham,Ore.,pop.90,205) 0.3 spaces per seat(Lakewood,Colo.,pop.144,126) Bicycle Parking Standard: 1 per 20 seats in Minimum:1 per 400 square feet of gross floor area main assembly area(Tigard,Ore.,pop.41,223) Maximum:1 per 100 square feet of gross floor area Bicycle Parking Standard: 1 per 30 vehicle (San Antonio,Tex.,pop.1,144,646) spaces which are 1 per 3 seats(Grand Junc- Minimum:0.3 space per seat in assembly area or 6 tion,Colo.,pop.41,498) linear feet bench seating in largest assembly area motel(see also extended-stay hotel;hotel) Maximum:0.6 space per seat in assembly area or 4.5 • At least 1 off-street parking space per guest room for linear feet bench seating in largest assembly area the first 500 guest rooms in any establishment. In (Gresham,Ore.,pop.90,205) addition,I off-street parking space shall be provided Minimum:1 space for each 150 square feet of floor and maintained per 2 guest rooms in excess of 500 area in parlors or assembly areas guest rooms in any establishment. 1 off-street park- Maximum: 1 space for each 75 square feet of floor ing space shall be provided and maintained per 4 area in parlors or assembly areas(Jefferson County, guest rooms in excess of 1,000 guest rooms in any Ky.,pop.693,604) establishment(Mesquite, ev.,po 9,389) Bicycle Parking Standard:0.1 space per 1,000 1 pdrki'g space,�er gue, room plus sp6cdper 2 `.,� em ees, lug re uir d par g for acce ory uses. square feet of floor area(Gresham,Ore.,pop. 90,205) (Sh sta Coull y,Calif., op.163,256) �q k l C.J 129 motion picture rooter vehicle body shop )) / / /4 j I I tiJ I � S f i � 4 _ 1 f motel • 1 space per rooming unit(Lenexa,Kans., p.48,238) Bicycle Parking Standard: 1 space per 10 1 space per unit,plus 4 per 50 units,plus spaces as guest rooms(Gresham,Ore.,pop.90,205) required for ancillary uses (Kennett Township, Pa., motion picture studio(see also production studio) pop.6,451) • 1 space per 300 square feet(Catkin,Tex.,pop.32,709) 1.25 per room for first 50 rooms,plus 1 per room for • 1 per 1,000 square feet of gross floor area(Greensboro, each additional room; other us otel er N.C.,pop.223,891;Washington,N.C.,pop.9,583,) motel at standard rates. :ckory;N.C.,pop.37,222) Minimum:2 spaces,plus 1 space for each employee t • 1 space per roomplus 1 space per 200 square feet of on maximum shift common facilities(Lufkin,Tex.,po .3 ,709) Maximum:5 spaces,plus 1 space for each employee Minimum:0.8 per room,plus I per 800 square feet of onmaximumshift(Jefferson County,Ky.,pop.693,604) public meeting area and restaurant space Maximum:1 per room,plus 1 per 400 square feet of motor vehicle body shop(see also motor vehicle public meeting area and restaurant space(San An- repair service) tonio,Tex.,pop.1,144,646) • 6 spaces for the first service bay,plus 2 spaces per bay Minimum:1 space per guest room or suite thereafter(Yonkers,N.Y.,pop.196,086) Maximum: 1.3 spaces per guest room or suite • 3 for each service bay(Ogden,N.Y.,pop.18,492) (Gresham,Ore.,pop.90,205), 1 space per 500 square feet(Roscoe,Ill.,pop.6,244) Minimum: 1 space for each sleeping room or indi- 1 per service bay,plus 1 per employee(Bloomington, vidual suite of sleeping rooms,plus 1 space for each Ind.,pop.69,291) 250 square feet of gross floor area within the restau- • 10 spaces per service bay,plus 1 space per vehicle rant per bar per entertainment facility (if appli- used in the conduct of the business(Schaumburg,Ill., cable) pop.75,386) Maximum: 1.5 spaces for each sleeping room or individual suite of sleeping rooms,plus 1 space for • 1 space per 250 square feet(Palm Beach County,Fla., each 100 square feet of gross floor area within the pop.1,131,184) restaurant per bar per entertainment per meeting Minimum:1 per 500 square feet of gross floor area room facilities(if applicable)(Jefferson County,Ky., including service bays, wash tunnels and retail pop.693,604) areas Minimum:0.9 per room or suite Maximum:1 per 375 square feet of gross floor area Maximum:1.2 per room or suite(Glenville,N.Y.,pop. including service bays, wash tunnels and retail 28,183) areas(San Antonio,Tex.,pop.1,144,646) 130 z° ,—/ - y - F2° AMENDED SITE PLAN y z° ° CLIFFSIDE RESORT �d SITUATE M� . GREENPORT o- pPV TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F2° rG 0 OWNER / APPLICANT BREEZY SOUND CORP. ,ocnTI�ON MAP Jessup Avenue _ Quogue, NY 11959 \, LONG ISLAND SOUND LIST OF DRAWINGS 1 DIMENSIONAL PLAN �— — , I 1 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS _ 4 LANDSCAPE PLAN SUBJECT PROPERTY ' 5 EROSION CONTROL PLAN ,A / 6 SANITARY SEWER & WATER MAIN PLAN 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS j�� — __ SITE DATA I SITE AREA 310.647 SF OR 7.13 ACRES // , TAX LOT Na. DISTRICT 1000.SECTION 45.BLOCK 01.LOT 2.1 (COUNTY ROUTE 48) ROAD ) ZONING RR—RESORT/RESIDENTIAL USE CONDOMINIUMS REQUIRED PROPOSED \ FRONT YARD 35'MIN. 50, SIDE YARD 15'MIN. 30• & REAR YARD 35'MIN. 185'f - PLOT COVERAGE 25%MAX 5.14R ZONE HD PREY.APPROVAL q5 AMENDED HAMLET DENSrrY LANDSCAPE COVERAGE zs.9> 22.0& RESIDENTIAL I s (WITHIN SETBACKS) , PAVED AREAS IS.—. (INCL.SIDEWALKS&PARKING) 18.657 / J PARKING CALCULATIONS C�EWi REQUIRED CONDOMINIUMS I SPACE PER ONIT 69 UNITS—TOTAL REOUIRED 69 SPACES /1(/ 9 AD.:ACFNT OWNERS AND ADDRESS PARKING PROVIDED 110 SPACES(INCL. 5 HANDICAP SPACES) q 1 2 sVmw Nr..an ' S 03Tixxl Nv.ra.. KEY PLAN DRAWINGS PREPARED BY Bdl'I'Ctt,Bonaccl &VanWeele,P.C. LI\'ll.l.�'IINI EYvlitll;\'�YOM.VIh.An�l'ILti ❑:,\crnrc[rtt Cmr-Ihur P,.ir..N1' Iaaz I1021 ?EL umne�ul1 [�xGw A--N. . Am ,=i PROJECT No.A000446 I LIST OF DRAWINGS 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN 5 EROSION CONTROL PLAN 6 SANITARY SEWER & WATER MAIN PLAN 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 ZONING RR—RESORT/RESIDENTIAL USE CONDOMINIUMS REQUIRED PROPOSED FRONT YARD 35' MIN. 50' SIDE YARD 15' MIN. 30, REAR YARD 35' MIN. 185't PLOT COVERAGE 25% MAX 8.14% PREY. APPROVAL AS AMENDED LANDSCAPE COVERAGE 25.9% 22.0& (WITHIN SETBACKS) PAVED AREAS 16.08% 18.65% (INCL. SIDEWALKS & PARKING ) PARKING CALCULATIONS PARKING REQUIRED CONDOMINIUMS 1 SPACE PER UNIT i 69 UNITS—TOTAL REQUIRED 69 SPACES PARKING PROVIDED 110 SPACES (INCL. 5 HANDICAP SPACES) DRAWINGS PREPARED BY Rnrrott R�r�nnni —\J 14-1 n.es LONG ISLAND SOUND I!t 6'E BBV \ \ I 'y r L � i \ Y � \ .; a ,•, alE ' /� - / JI I I _ I . a_ � — —— • ?a° I �• ° ..�„a,H�e�,�� s,r^w„E,u„u,66 o.,,s m� .va usmms a-rorsmvc�a..0 axraw m nr \�\ \ .•� � J �1 �:i�� � Ci - .::. }d• J' a� „ n.rs 6�a�y,.9a.,a•6. a6 66 a �6 er saa:n m w�6wur mvy ro nouar+r moxv¢s ♦� �_�"`h`\ \ � '\^• e IE� . / ; (%cacrr a cxn6rr¢r n�nx na a•cwscwyruv�arcnm e.mr LLC,ENO (CA. 48)"•'�•'��`"`rt I w,v o roH as B�ouc of wr zr IM�o6�E noal REVISIONS� � Barrett,[3onacci •i nr,racy.. &VanlVecic,P.C. I iIA I\I;Ih I:L IN.- I 11f1 N.-H. Ilt:'II ln'V17- r.nrl:t�l.l!��i[ Amended Site Plan for CLIFFSIDE RESORT GRAPHIC SCALE _ I DIMENSIONAL PLAN 7 Q 4 _ OO O I s � Gs 1 22. 8 �G ■ / QO<4s. ................ RSQO• COAACA '0• AWP57E7P PAO J `>> MIN sCREEr FENCE ..... 8 ............. .,:...;. .. h p p .................. ... Ica �•I SCIOACK 91500' a ROP CURB O +04.65* :� y 8 `V—C /r Qj•� •OC FRESNWA WETLAND b M!B/II/01 BY BOWM1 OLOpCAL SENVICE N0." . 22 PW O ••� 39.87 ❑ S2E NOTE S RISOO lQ�• , � f,. II b 700. VVVMMMIIIIII[�y n I��y��ptp•I r)P 4 6xgg RSGG• l"11riB11' '� P704 101i101 00 DYgfPS7ER PAD .... .. M7N SCREEN FENCE _ ................. ... r / ......... ... 8 10 e O x�. {. /QGb' 4 ...............::C....... �. 2 00 T-2♦OJ 46 8 8}A ......... .... .. 8 C .. ..... ....._ .. Z, o e pwi.5o. xg • ACT 50.80.87 (-doo•I�— p16.00 p PW 50.90 ° A 4 RIQ00• PW 49.96 ACT 48.66 R1500• R1000• a y 00. RI500• 1q5 82. RZSOn an 00 158.12 �• S 19'33 39 W . r . 7RANS7IILW n?ow SCY1Pw CYWC CURB r0 - S 24 02 49 W 297.94 a~WAMMWr FLAW FW sew DETAU j° W _ �' Wes--W W NE LINE W W W W W =o o„„I,E LINE — OaONEN WwIiE LINE OWeLE YELLOW LINE SO ID WH SWO-IiE LINE REFER TO ROAD M RO"Mr PLAN AsRED PREPA By BARwrr• NORTH ROAD (C.R. 48)�""&VAN.EEC& PC (MIDDLE ROAD) 04,'25/2007 17:56 FAX 031 765 4043 MOORE L0 OFFICES PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631)765-4330 Fax: (631)765-4643 April 25, 2007 Mrs.' Woodhouse, Chair Southold Town Planning Board Town Hall 53095 Main Road P-.O.Box 1179 Southold, NY 119 71 Re: Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48, Greenport, NY Oear Mrs. Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan. We have requested additional parking spaces as well as additional landscaping. I failed to pint out to you tjjat significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces. The o-umer wishes to provide adequate park-trig for the motel guests on site. It would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. Our engineers have recommended -additional spaces after rev,iew of parking standards for a motel use. We wish to provide for the parking needs now, prior to completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage. Thank you for your courtesy, if you need anything else please do not hesitate to contact me. V>e� ly yours, _'y atricia C. Moore cc: Breezy Sound Corp. PATRICIA C. MOORE �} Attorney at Law 51020 Main Road Southold,N.Y. 11952 F .- - Tel: (631) 765-4330 Fax: (631) 765-4643 � April 25, 2007 Mrs : Woodhouse, Chair ;.,. ,�l�,, APR 2 6 Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 Re : Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48, Greenport, NY Dear Mrs . Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan. We have requested additional parking spaces as well as additional landscaping. I..failed to point out to you that significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces . The owner wishes to provide adequate parking for the motel guests on site. It would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. Our engineers have recommended additional spaces after review of parking standards for a motel use . We wish to provide for the parking needs now, prior to completion of construction, rather than after. it becomes a problem and can not be corrected because of placement of utility lines and drainage . Thank you for your courtesy, if you need anything else please do not hesitate to contact me. Ve ly yours, �atr�icia C. Moore cc : Breezy Sound Corp. SCOTT A. RUSSELL IF JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 t Fax. (631)-765-9015 Tel.(631)-765-1560 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse nApril 19, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 APR 20 2007 Re: Breezy Sound Motel SCTM#: 1000-45-01-2.1' -_'- Southold Town mannim Board Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the amended site plan for the above referenced project. This site plan Set of drawings has been prepared by the office of Barrett,Bonacci&Van Weele,PC and has been dated 2/26/07. This review also includes a letter dated 3/27/07,which outlines four(4)items detailing the proposed/requested modifications to the approved Site Plan. Please consider the following: 1. The proposed additional parking areas and the amendments to the drainage design meet the minimum requirements of Town Code. 2. 1 have inspected the first drainage"Wick"that has already been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably.located in areas that will not conflict with required setbacks. 4. The requested change to install Belgian Block Curbing within this private development has been reviewed and approved by the Highway Superintendent. If you have any questions regarding this review, please contact my office. Sinc rely, ames A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) 04/17/2007 09:57 FAX 631 765 4643 MOORE LAW OFFICES Planning Board 0002 Rpr 1? 200? 9402FIM ''RETT, BCNRCCI p. 1 B B Barren Bonacci $� V Vbr Weele, April 16,200? Civil engiftws N S urveyore 17JA Cbmmerm[ MS.Pit Moore piu qnnor, H ippau0a,NY 1 7 6!1 435.1 1 1 1 Patricia C. Moore,Attorney at Lawn jai 435-1022 51020 Main PQad Southold,NY 11971 173 Nar1h Main 51 RE o Breezy mound (Cliffaide Resort) Dr 06rd,CT 0640 r 2;a 483-4322 Projrxet No.Ad000446 F as 4"-4323 bear M.%.Moore: wew.66vpo.com As discussed,the applicant for,the above-referenced project is proposing a site plan amendment wbich includes the construction of additional parking spaces beyond the number of spaces required by the Code.Although the Code requires only 69 spaces for the fig proposed resort hotel units,the appliasnt is requesting to increase the total slumber of parking spaces available from the 80 originally proposed to 110. In support of this request, we brave reviewed the parking requirements for "Resort )note]' contained in the Institute of Ts'Qslsportation Engineers manual Parking Generation, Y4 Edition. The peak period parking demand per room(or in Ws case,per unit)averages appro.sisnately 1.42 vehicles per unit,which would result in a demand of 96 parking spaces.Given the nature of these, units(multiple moms,which could generate more than one vehicle per unit for some occupants), We feel that 110 spaces is not unreasonable to accommodate peak season parking demand. Please do not hesitate to contact our office if you havo any questions or require any fariher information. Very traly yours, BARRETT,BOXACCI&V'AN'WEELE,PC Kevin P.Walsh,P.E. Vice President G•lWla_Shiuel_sroj A04�A000446\pm94160i.dou PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 April 18, 2007 Attn: Bruno Semon Southold Town Planning Dept. r( _ C, E Main Road , PO Box 1179 Southold NY 11971 . i APR 1 9 2007 j t Southold Town i Planni Board RE: BREEZY SOUND ^' Dear Bruno: Previously I submitted three (3) sets of the revised plans. I am now enclosing a letter from the engineer regarding the parking regulations which supports our request for an increase in parking. Thank you and please do not hesitate to call should you have any questions wish to discuss this further. V truly yours Patricia C. Moore PCM/ p encls. Apr 17 2007 9: 02AM BARRETT, BONACCI 6319529215 p. 1 Y Barrett gBBonacci & Van Weele,Pc April 16 2007 Civil Engineers t� p ' Surveyors 175A Commerce pc Planners Hauppauge,NY 117E Ms. Pat Moore T 631 435-1111 Patricia C.Moore,Attorney at Law F 631 435-1022 51020 Main Road Southold,NY 11971 175 North Main St. RE: Breezy Sound (Cliffside Resort) Branford, 06405 T 203 483-4322 Project No.A600446 F M3 4B3-4323 Dear Ms. Moore: www.66vpc.com As discussed,the applicant for the above-referenced project is proposing a site plan amendment which includes the construction of additional parking spaces beyond the number of spaces required by the Code. Although the Code requires only 69 spaces for the 69 proposed resort hotel units, the applicant is requesting to increase the total number of parking spaces available from the 80 originally proposed to 110. In support of this request, we have reviewed the parking requirements for "Resort Hotel" contained in the Institute of Transportation Engineers manual Parking Generation, 3rd Edition. The peak period parking demand per room(or in this case, per unit)averages approximately 1.42 vehicles per unit, which would result in a demand of 98 parking spaces. Given the nature of these units (multiple rooms,which could generate more than one vehicle per unit for some occupants), we feel that 110 spaces is not unreasonable to accommodate peak season parking demand. Please do not hesitate to contact our office if you have any questions or require any further information. Very truly yours, BARRETT,BONACCII&VAN WEELE,PC Kevin P.Walsh,P.E. Vice President G:IWP_Share\_proj_A001A000446\pm041607.doc 04/il/2007 09:51 FAX 631 765 4643 HIOORE LAW OFFICES y Planning Board 2001 PATRICIA C. lY MORE Attorney at Law 51020 Main Road Southold,New York 119711 Tel:(631)765.4330 Fax:(631)765-4643 April 18, 2007 77 Attn: Bruno Semon Southold Town Planning Dept. ,°� s�� Main Road DI) _ C {' i PO Box 1179 _ ® Southold NY 11971 �I APR 1 7 2007 RE: BREEZY SOUND ° Pla in:,i•. ^ar, ( y �1liilil'�JiJL A _ ➢rti� 4ti�'�G''!1.i"'FijC.i4�'>'— — .u�. .apcto4�.f►r�. Dear Bruno: Previously I submitted three (3) sets of the revised plans. I am now enclosing a letter from the engineer regarding the parking regulations which supports our request for an increase in parking. Thank you and please do not hesitate to call should you have any questions wish to discuss this further. V truly yours J C4 �kI Patricia C_ Moore PCM/1 p encls. MAILING ADDRESS: PLANNING BOARD MEMBERS \QF SU(/�y P.O. Box 1179 JERILYN B.WOODHOUSE ��V� Ol0 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS N Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON 'Q (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �yl'DU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 10,2007 To: James A. Richter From: Bruno Semon,Senior Site Plan Reviewer Re: BreezySound SLIM#: 45-1-2.1 Status: Revised new Site Plan pending approval of change in parking. Please find enclosed a copy of a revised site plan indicating the addition of 30 parking spaces. The Planning Board is requesting your comments regarding the increase in parking. Once you have completed your review,please return the map to this office for approval. An approved map will be forwarded to you for your records. , This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285'east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM# 1000-45-1-2.1 Please contact this office should you have any questions or need anything further. Thank you in advance. Cc: File Enc: 1 revised site plan prepared IJ1a8 PATRICIA C. MOORE, ATTORNEY AT LAW 51020 Main Road, Southold, NY 11971 (631) 765-4330 DATE F TO - -- --.— . --- ---- -----.—T_ SUBJECT--------- -- ...-- -------- — APR 1 - sr - SIGNE Submission Without a Cover Letter S ender: Subject: SCTM#: .1000 - Date: 3r ® ' .Comments: ,{�` nk.,. ... ..... -'.^!�mr• -..:xa.a.�r.,,. .,«:r-...rrar,n'rnr_.'...'�?ab'�eY'.� MAR 3 0 2007 ----_----- _-s::_.__.�_, ,; j...�.r e w. BBV Barrett Bonacci & ® Van Weele,PC March 27,2007 Civil Engineers NY Surveyors 175A Commerce Dr. Planners Hauppauge,NY 11788 Ms. Pat Moore T631 435-1111 51020 Main Road F 631 435-1022 Southold,NY 11971 CT RE: Breezy Sound (Cliffside)—Amended Site Plan 175 North Main St. Project No.A000446 Branford, 06405 ,) T 203 483-43 22 F 203 483-4323 Dear Ms. Moore: www.bbvpc.com Attached for discussion with the Town are the revised plans for the above-referenced.project. As requested by the Client, the amended site plan includes the following revisions to the approved plan: 1. Additional drainage structures, constructed as "wicks" to enhance the leaching of stormwater, have been added in select locations due to soil conditions. In addition, provisions have been made for connection of foundation drains to additional drainage structures as necessitated by field conditions. 2. The applicant is proposing to add 30 parking spaces to the plan, consisting of 20 additional spaces along the northerly section of the loop road and 10 spaces along the east property line. The plans reflect the associated adjustments to grading and drainage required to accommodate the new parking areas. 3. Two trash enclosures have been added to the plan, at the northeast and northwest corners of the loop road. 4. The applicant is proposing a change from concrete to Belgian Block curb, which is reflected in the details. In conjunction with the revisions noted above, we have contacted Paul Campagnola at Suffolk County Department of Public Works regarding the current Highway Work Permit. We expect Mr. Campagnola to confirm that these amendments will not require additional SCDPW review. Please feel free to call if you have any questions or require any further information. Very truly yours, BARRETT,BONACCI&VAN WEELE,PC _ r ._ yam: •«': ` L Kevin Walsh,P.E.Vice President 3 0 200� G:\W P_Share\—Proj_AOOW 000446\pm032707.doc MAR cc: Dave Lantz, LSM Development l' MAILING ADDRESS: PLANNING BOARD MEMBI' SOu,, P.O. Box 1179 JERILYN B.WOODHOUSE O�`v y0l Southold, NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS G • 54375 State Route 25 MARTIN H.SIDOR (cor.Main Rd. &Youngs Ave.) GEORGE D.SOLOMON li,'COU '� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 27, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp., a/k/a Cliffside Resort Located 285' e/o Chapel Lane on the n/s/o CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The.following resolution was adopted at a Special Meeting of the Southold Town Planning Board on Monday, September 26, 2005: WHEREAS, this proposed site plan for Breezy Sound Motel in Greenport is to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, a/k/a Cliffside Resort, CR 48, Greenport, SCTM #1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant sought to extend the April 14, 2004 conditional final approval to October 14, 2004 and such approval was granted on December 14, 2004; and WHEREAS, the applicant sought to extend the October 14, 2004 conditional final approval to April 14, 2005, and such approval was granted on December 14, 2004;and 7 SF Breezy Sound — Page Two — September 27,.2005. WHEREAS, The applicant sought an additional extension of conditional final approval from April 14, 2005 to October 17, 2005, and such approval was granted on May 10, 2005; and WHEREAS, on August 18, 2005, the Suffolk County Department of Health Services (SCDHS) approved the site plan prepared by Barrett, Bonacci & Van Weele, P.C., and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001,and last revised August 18, 2005 for the SCDHS under reference number C10-02-0015; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by Barrett, Bonacci & Van Weele, P.C. and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001, and last revised August 18, 2005, and authorize the Chairperson to endorse the final site plans subject to a one-year review from the date of issuance of the building permit. Enclosed are two copies of the approved site plan for your records. If you have any questions regarding the above, please contact this office. Very truly yours, erilyn B. Woodhouse Chairperson Encs. cc: Building Department Town Engineering Inspector Town Assessor i PATRICIA C.MOORF tlttoir,.ey at Law -51020 Main!toad Souji-old,N.Y. 11952 I'd:(631)765-4330 Pax:(63.1.)765-46 i3 September 15, 2005 Southold Town Planr :-ng Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11.971 Att Victor Re: Site pl-an for Breezy Sound CR 48, Greenpor-L-, Iv? Dear Victor: you for reviewi.ncg. the plan. In response to your qu.est.ion as to the applicant, please note that the ow-ner of the property and applicant.. remains Breezy Sound Corp. 13r,,aever; the development vri'.l also be known as Cliffside Resort. Therefore please note in your records Breezy Sound Corp alkla C14ffside Resort. With regard to the 50 ' wetland buffer located adjacent to building A, Barrett, Benochi & Van Weele has authorized me to make a notation on the plans that the 50' wetland buffer iS . a "non- disturbance buffer" . Thank you for your courtesy, if you need anything else please do not hesitate to contact me. V r >.....t.ku-ly yours, t r --ia C. 111oore cc: .Breezy Sound Corp. I 'd E-Ir9fr SSL 169 eoz,}, O Mel ajoow SO ST daS PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 --� Fax: (631) 765-4643 September 13 , 2005 �" 1 Southold Town Planning Board Town Hall 4 53095 Main Road P.O.Box 1179 �. Southold, NY 11971 1 - Att .: Victor or Bruno Re : Site plan for Breezy Sound CR 48, Greenport, NY Dear Victor or Bruno: Enclosed are 6 signed and sealed Health Department approved final site plans . As we discussed the owner remains Breezy Sound Corp. Enclosed for your convenience is a letter dated September 30, 2004 from Barrett, Bonacci & Van Weele, PC.which identifies the issues you asked us to include with the site plan submission. 'Prior to submission to the Health Department these plans the revisions you requested were added to the plan. Also enclosed is the Suffolk County Highway Work Permit dated July 23 , 2004 . The Village initiated a law suit against the County demanding that Breezy Sound connect to their sewers (Index # 2004-13712) . Ultimately a stipulation of discontinuance was signed wherein the Village of Greenport and Breezy Sound Corp agreed to connect to Village of Greenport Sewer. The project is connected to public water. Thank you for your courtesy, if you need anything else please do not hesitate to contact me. Y Y cia oor cc : Breezy Sound Corp. 1 - September 30,2004 Ms.Patricia Moore Patricia C.Moore,Esq. 51010 Main Road Southold,NY 11971 RE: Breezy Sound C. Project No.A000046 Dear Ms.Moore: Attached for your use in securing Town approval are eight sets of the latest Site Plans for the above-referenced project. With respect to your 8/21/03 memo outlining the items to be addressed at the request of Victor L'Eplattenier,we offer the following: ]. There is one handicap space per building as shown on the plans. Please note that all of the parking spaces(including the handicap spaces)are the same size, allowing for handicap spaces to be moved around the site as needed without affecting the overall parking count. 2. 239fapproval was granted by the Suffolk County Department ofPublic Works on July 23,2004.A copy of the approval documents is attached. 3. The cover sheet is identified as the"Site Plan",the adjacent owners have been noted,and the sheet has been dated and signed. 4. The key map scale has been adjusted to 1"=500'. 5.&6. All revisions pertaining to the sewage collection system and water distribution system have been completed and the Department has advised that the only outstanding issues are related to the treatment plant Jack Naylor has our plans for inclusion in his submission which,once approved by SCDHS,will be stamped and returned to Jack Naylor. Please-note thatthese plans should match the last submission to the Town with the exception ofminorrevisions required by SCDHS and SCDPW.Please feel free to contact our office ifyou have any questions or require any further information. Very truly yours, BARRETT,BONACCI&Van WEELE,P.C. Kevin P.Walsh,P.E. cc: Dave Lantz(w/4 prints) G.IWP_5haml_proj_AOOW004461pm0 OO4.wpd COUNTY OF SUFFOLK STVWr6 LEVY SUFFOLK COU14TY EXECUTIVE DEPARTMENT OF PUBLIC WORKS R)C"ARD J.LAVALM 1P.E. CHARLES J.BARTHA.PY_ LESM A.N'1TC1tEL CHIMP CCPUrYCOMMIMIONdER commNGtONSER DENarTYCOMMIMMIN MER July 23,2004 Breezy Sound Corporation 38 Oak St Patchogue,N.Y. 11772 RE: SVFFOLK COUNTY RIGHWAY WORK PERMIT k 43-186,CR 48,Midete Rd Dar Sir. A permit from ibis Department will be required pursuant to Section 136 of the 19ghway Law for any improvescents this Department deems necessary along the County right-4-way honthT this pareel on the above-mlemaced County Road. No work is to b e conut m"d upon the County right-of-way until this permit has bew soeured i. SIGN AND DATE the permit applieatiorr in blue Pena only. Do not make any other mules an this appdcadom Xerox Copier-will not be accepted. 2. A 239F REVIEW FEE in the aasavnt of S200.00 is requirod. Thda fix is no h-refundable and riurtbe in the formats eertiS:d check if the fa is more than$200.00, (('back to be made payable to the SUFFOLK COUNTY DEPT.OF PUBLJC WORKS). 3. E� CUtUi V for this work is required iu the&=u►t of530,000.00. This security must be in the form of-mo ofthe following: a) A ccttified cbcak(payatic to the SUFFOLK COUNTY TRBASUBEA)OR b) A bond(bond form encl)sed)O� c) A Levtcr of Credit. This security will be returned to you upon satisfactory completion of the required work 4. A PERMIT FEE in the amolrnt of S1,S00.N is requited. This foe is non-rduadable arsd must be in the form of a eertificd c.teck if the fee is more than$200.00. (Cheek is to be made payable to the SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS.) S. A MAINTENANCE Siecrlrily in the amount afSIS,000.00 it required. Tlds 11x mua be in the form of a cerdned+beck or which all or part will be mfwuk& 6. Note any change of the name as addtm 3s shown on the permiC Also indicate a telephone number wame the applicant can be reached during business hours. Very truly yours. William S.Shannon,P.1: M. Paul CampaQtlo a Director ofFiighwayPlanain; Pctatits WS5lMPchn Enc. SUFFOLK COUNTY IS AN EQUAL OPPORTUWrTY/AFFIRMATNE ACTION EMPLOYER (631)082-4419 335 YAPMANK AYFLNUE ■ YAPMANK,N.Y.11980 S FAX(631)852-4160 z00V) 3Iddd2i.L/91INH3d AdaDS OLotass IC8 %Y3 C6:90 600z/OT/80 �c�R�rrrcr�rsr>�IA' I I t � SUFFOLK COUNTYDEPAR'rMENT OF PUBWC; S RGHWAY WQM PER= PERMTr B 4R-I!b TYP NU CP,it .CR04lZ DATE ISSUED I 712312004 TAX XAP/: REVIEW FEE F__ St00.00 7 DATE PAID —� — MAINTSEC �IIS000.00 (DATE PAID PfROJECf NAME ClilGid:re®oR____� SECURITY E530.000.00_� DATE PAID PERMTTFEE S1.500.00 DATE PAID BOND 0 CERTIFIED CI1iCX M LETTER OF CRW T M L PERmn-m Breezy Sound Corporation RETURN SECURITY TO THE ADDRE58 Sa Onlr 5r, EOL�.DIFTEREIYi7 PsreAogut;NY 1 l7TZ -_ PHONED PURSUANT TO THE PROVISIONS OF SECTION IJi,ART.f,OF THE Na W YORK STATE HIGHWAY LAW,PERMISSION l:; REREBY CRANTBD TO THE PER14ITTERTO: Build 26'wide commercial street type access with 6'aSphaR pavement and concrete curbs and handicap ramps. Instill 1001 of concrete curbing with handicap ramps. Install'Stop"signal interse:tlon of access and county road(RI-1 C-30"40"). Install required roadway signage per(NYS MUTCO). Install thermoplastic pavement markings as directed. Install SOD'of asphalt tlp•up along CR de frontage. Restore the county right-of-way. Ail work shall be perflormad In aCCOManCll with plang provided by Barrett,Bonacci 3 Vanweele,P.C.dated 3/1701,latest revision 5/19/04 and in accordance with this Dept.'s most reoerit general,traffic and material specifications and as directed by Om county engineer. On the north side of CR 49,Middle Rd.,700'east of Chapel Lane in the harnial of Greenport,town Of Southold. IN THE HANLE'P/VILLAGE OF-. IN THE TOWN OF: Cudkold AS SET FORTH AND REPRESEM-EX)ON THE ATTACHED PLA:xS,TYPICAL SECTIONS AND PURSUANTTO THIS DEPAA'FMENT'S GENERAL SPECIFICATIONS. REVIEWED BY CHART S J.BARTAA,.P.E. DATE SIGNED. PEXN=S E14CMEIER: COMMLSSIONER OF PUBLIC WORKS (INridy BY: BY: (Permittee) William S.SOenwS PX Chief EsSieeer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERM?,)?LEASE COMPLETE THE FOLLOWING AND RETURN To TtIIS*DEPARTMENT. WORK AU HORRID BY THIS PERX11T HAS BEBN COMPLETED.REFUND OF DEPOSrr/BOND 19 REQUESTED. DATE SiGNAnAtE OF PERMTiTEF/AGENT _ DO NOT WRITS BeLOw THIS LINE ALL WORK AVTRORLZED BY THIS PERMIT IS: ❑ COMPLETED,REFUND DEPOSIT/BOND C4 ❑ SECURM REQUIRED.AMOUNT: ❑ ❑ INCOMPLETE.SEND COXUCTION LETTER.DATE:96NT: ❑ ❑ REINSPECTION.mn CORRECTED AND COMPLETED: OTIMIt DATE: �. PERIRTS INSPECTOR: DATE.: PER14ITS ENGINEER: _ C00z DIddV111/91IN1I3d mdQDS BLmag In xvd 0:90 toot/or/so PERMIT#: 48.166 TYPE: Nu BOND NO KNOW ALL MEN BY THESE PRESENTS,that we B11REEZY SOUND CORPORATION of 38 ak S atcho ie.NY 11T72 (hereinafter called the PRINC:IPAL),and the Corporation of Thereinafter called Me-SURETY),as SURETY,are held and firmly bound unto the CCXJNTY OF SUFFOLK(hereinafter called the OBLIGEE) In the gum of T�f trsy Thouyand Dollars And No Cents ($30,000.00 ).lawful money of the United States of Amerioa,for which payment welt and truly to be made,said PRINCIPAL.and SURETY bind themselves, their successors and assigns,Jointly and severafly,firmly by these presents. SEALED with our Seals and dated this _day of —� _ 20 WHEREAS,the PRINCIPAL has applied to the Commissioner of Public Works,Department of Public Works Suffolk County,New York,for a permit under Section 136,Article 6 of the Highway Law,for permission to Build 28'wide commercial street type access with 6-asphalt pavement and conM911e curbs and handicap ramps. Install 100'of concrete Curbing with handicap ramps. Install"Stop"sign at intersection of ibccess and county road(R1-ICti01*x3w). Instals required roadway signage per (NYS MUTCO). Install thermoplastic pavement markings as direcw. Install 600'of asphalt tip- up along CR Q1 frontage, Restore the county right opway. All work shall be performed In accordance wit!plans provided by19arM.Bonaeci&VenWeele,P.C.debed 3/17104,latest revision 5/19/04 and in accordance with this Dept.'s most recent general,traffic and material specifications and as(*Vctvd by the county engineer. On the north side CR eri Midde Rd.. 700'east of Ch:�l Lane in the hamlet of Gteenport,town of Southold. WHEREAS,the Issuance of such permit is conditioned upon the PRINCIPAL filing a SURETY bond t-a guarantee construction cw replacement of curbs,sidewalks,drainage structures,curb cuts:and otherwaric deemed necessary by the COMMISSIONER OF PUBLIC WORKS,County of5uffkilk,NewYori%for a period commencing ^ and continua in full force and effect until the � required work has been completed and accepted by the ComrMssioner of Public Works of Suffolk County,New York. NOW,THEREFORE THE CONDITIONS OF THIS OPERATION IS SUCH that if the PRINCIPAL,shall comply with such permits as are Issued by the said Commissioner of Public Works under the aforementioned Highway Law,then this obligation;hall be void,otherwise it shall remain In full come and effect. By: ATTEST: er. Attorney-4n4act DPW-116 1.40U1 31:3dyn/sLIA113d Ada3s 8L0bZ29 TC8 IY3 Ct:90 t00Z/01/90 ri r 1 . COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXSCUTIYE DEPARTMENT OF PUBLIC WORKS RICHARD J.L.AVALLE,P.E. CHARLES J.BARTI A,P.E. LESLIE A_MITCHEL CHMP DEPUTY COMMISSIONER COMMISSIONER DEPUTY MkIMISSIONER CR#48 Project Name: Cliffsid-t Resort Applicant Name: Breezy Sound Corp. Project Location: Grmport SLIM# 1000-45-1-2.1 Date: 7/23/04 APPROVED ❑ DISAPPROVIED ❑ APPROVAL WITHHELD Pursuant to Section:139f of the New York State General Municipal Law and subject co the stated conditions: Pem it required-Highway improvemcats to be performrd as shown on the Pim provided by Barrett,Bonami& V=Weele,P.C.dated 3/17104,revised 5/19104,and as revised by this Dept are in general accordance to this Dept.'s requirements. BY: Ailliam S. Sbannan,P.E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTVNgTX I AFFIRMA-rM ACTION EMPLOYER 335 YAPHANK AVENUE ■ (OI) SI.40 XATHANI�N.Y.11990 © FA):(►31)I5l-415Isa S00� 3Id3XN1./9J,1HI3d AMOS 8Z0tZ99 TC9 XYd et:90 400Z/OT/80 a MAILING ADDRESS: PLANNING BOARD MEMBERS ��,OF SOUry� Southold,,Box 1179 11971 JERILYN B.WOODHOUSE �� �� Chair OFFICE LOCATION: WILLIAM J.CREMERS vs Town Hall Annex KENNETH L.EDWARDS �pQ 54375 State Route 25 MARTIN H.SIDOR Oly ��y (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON CQU � Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE August 22,2005 TOWN OF SOUTHOLD Patricia C: Moore, Esq. 51020 Main Road Southold, N.Y. 11971 Re: Breezy Sound Corp. 61475 CR 48,Greenport SCTM # 1000-45-1-2.1 Dear Ms. Moore: Thank you for informing this office that the Department of Health has recently approved the plans for this project. To date, this office has not received the required five SCDHS stamped sets, in fulfillment of the requirements of the Conditional Final approval, granted on.May 12, 2003, and subsequently extended until October 17, 2005. In addition, we are still waiting for a reply to our letter of September 8, 2004, and for a complete engineered stamped set of five updated Site Plans, with an accurate revised cover sheet. The revised set should reflect all current information regarding the Sanitary and Drainage systems. Please provide us with an approval letter from the Village of Greenport Sewer District allowing hookup to their system. We note that the project name may have changed to "Cliffside Resort." If that is correct, please inform us in writing, and modify the Site Plans accordingly. Upon receipt of the above information, we will continue to process your application. If you have,any further questions, please call the Planning Board office at 765-1938. Very Truly Yours, actor Eplatte r Site Plan Reviewer MAILING ADDRESS: PLANNING BOARD MEMBL.- ``�OF SOU�y P.O. Box 1179 JERILYN B.WOODHOUSE hQVv ��� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex KENNETH L.EDWARDS �� 54375 State Route 25 MARTIN H.SIDOR � w` (cor.Main Rd. &Youngs Ave.) GEORGE D.SOLOMON CDU `► Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 10, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' e/o Chapel Lane on the n/s/o CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeti.ng of the Southold Town Planning Board on Monday, May 9, 2005: WHEREAS, this proposed site plan for Breezy Sound Motel in Greenport, is to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM #1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant sought to extend the April 14, 2004 conditional final approval to October 14, 2004 and such approval was granted on December 14, 2004; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and Breezy Sound — Page Two — 05/10/05 WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six-month extension from April 14, 2005 to October 17, 2005 to the conditional final approval on the final surveys dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: - Review and approval by the Suffolk County Department of Health Services If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson F 1 1 PATRICIA C. MOORE VLS Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 January 3, 2005 Southold Town Planning Board Town Hall 53095 Main Road �.�, S P.O.Box 1179 Southold, NY 11901 Attn: Victor or Bruno Re: Site Plan for Breezy Sound CR 48, Greenport, NY Dear Victor or Bruno, Enclosed please find my client's check in the amount of$306.25 made payable to the Town of Southold, as per your request. If you have any questions, please do not hesitate to contact me. Ve y Truly Yours, atricia C. Moore PCM/er i ,. J A N - 6 2005 _r. 1 r I/ / �OSVFFO(�c® MAILING ADDRESS: PLANNING BOARD MEMBERS ��O Gy P.O. Box 1179 JERILYN B.WOODHOUSE Southold, NY 11971 cm Chair y OFFICE LOCATION: RICHARD CAGGIANO Oy • �� Town Hall Annex WILLIAM J.CREMERS �f®1 �a� 54375 State Route 25 KENNETH L.EDWARDS (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 14, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 13, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore J F Breezy Sound — Page Two — 12/14/04 RESOLVED that the Southold Town Planning Board grant an additional six month extension from October 14, 2004 to April 14, 2005 to the conditional final approval on the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn . Woodhouse Chairperson 1 Dec 02 04 03: 51p Moore Law Office _ _ _ 631 765 4643 p. 1 6 VL1 WILLIA.M D. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4663 Fax: (631)765-4643 FACSINITLE COVER SHEET The pacSes comprising this facsimile transmission contain confidential information from William D. Moore. This information is intended solely for use by the individual entity named as the recipient hereof.. If you are not the intended recipient, be aware that any disclosure, copyinG, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve// this transmission at no cost to you. RE: L�Lr� DATE TOTAL NUMBER OF PAGES INCLUDING COVER SHEET / IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NAME: r ' S G h OPERATOR: � rz K 14 S S1-14 < 7-0 A/ 1 1� .�_ Dec 02 04 03s 51.p M^are Law Office _ — G31 765 4643 p. 1 WILLWNI A MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4663 Fax: (631)765-4643 FACSIMILE C�QVERSHEST The pages comprising this facsimile transmission This in=ocontain confidential information from William D. Moore. is intended solely for use by the individual entity named as the recipient hereof. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmiss io n at no cost to .you. RE: DATE: TOTAL NUMBER OF PAGES INCLUDING COVER SHEET / IF TPUTNSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS S-00N AS POSSIBLE. CLIENT NAPE: r G S OPERATOR: �� To 3126 October 29, 2004 Bruno Semon Senior Site Plan Reviewer Town of Southold P.O. Box 1179 Southold, NY 11971 Re. Breezy Sound Motel Dear Bruno: Attached are five copies of the amended site plan for the above applicant . Please be advised that we are working with SCDHS and SCDPW on minor details before receiving permits . Due to the delay from the Health Department, the owner is holding off payment of the DPW bonds and fees . Once Health Dept . is received we will complete heermit process . atricia C. Moore .Encls . E ,C 0 C;T 7 9 20O4 E� Southold Torvn Planning Boar+ Semon, Bruno From: Tetrault, Heather Sent: Wednesday, October 20, 2004 9:43 AM To: Semon, Bruno Subject: Breezy Sounds The Breezy Sounds problems has been cleared up. There was erosion on their bluff near the stairs construction and they have now replanted the area as per their Trustee permit. Ed did a final inspection and everything was good. Thanks. Heather i Semon, Bruno From: Tetrault, Heather Sent: Monday, October 04, 2004 2:04 PM To: Scopaz,Valerie; 'Caggiano, Richard' Cc: Semon, Bruno; Forrester, Ed = Subject: RE: Site Plan Breezy Sound Motel The erosion is caused by the building of the stairs. The Trustee permit requires the plantings; I gave a copy of the permit to Bruno. If Planning doesn't want to deal with this we can end the Bay Constable out to issue a violation of the permit, but we'd rather not. We ssed on the message to Pat Moore, who is handling this, and she will hopefully get them to plant the eroded. bank. Heather -----Original Message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12:11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) 1 r > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks > Bruno > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8:41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:29 PM To: Forrester, Ed Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Motel Thanks Ed, your reply has been forwarded to all PB members. -----Original message----- From: Forrester, Ed Sent: Monday, October 04, 2004 12 :25 PM To: Scopaz, Valerie Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Motel The erosion is limited to the area directly under the permitted stairs, the remainder of the bluff is stable. The erosion is recent, probably after the last of hurricane Jeanne. As a result a berm has been ercerted at the top of the bluff at the location of the stairs. There was sufficient planting to meet the conditions of the permit, however this "rain event" washed some away and caused some erosion. They could remediate in a very short time if they are so inclined. So, if they indicate their willingness to remediate it would be in their best interest anyway) I dont think a lengthy delay is necessary. It is my opinion that failure to remediate would be a violation of the Trustee Permit anyway. . . . .Ed Val please forward to Rich Caggiano -----Original message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, 1 ' while planting can still tare place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PE to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks > Bruno > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8:41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Forrester, Ed Sent: Monday, October 04, 2004 1:25 PM To: Scopaz,Valerie Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Motel The erosion is limited to the area directly under the permitted stairs, the remainder of the bluff is stable. The erosion is recent, probably after the last of hurricane Jeanne. As a result a berm has been ercerted at the top of the bluff at the location of the stairs. There was sufficient planting to meet the conditions of the permit, however this "rain event" washed some away and caused some erosion. They could remediate in a very short time if they are so inclined. So, if they indicate their willingness to remediate it would be in their best interest anyway) I dont think a lengthy delay is necessary. It is my opinion that failure to remediate would be a violation of the Trustee Permit anyway. . . . .Ed Val please forward to Rich Caggiano -----Original Message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good _posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM 1 Semon, Bruno From: Scopaz,Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE; Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks 1 > Bruno > -----Original Message----- > From: Tetrault, Heather > Sent: Monday, October 04, 2004 8:41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Scopaz, Valerie Sent: Monday, October 04, 2004 12:22 PM To: Semon, Bruno; Edwards Ken (E-mail); Jeri Woodhouse(E-mail); Martin Sidor Jr. (E-mail); Richard Caggiano (E-mail); William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now,while planting can still take place and the bluff can be stabilized before winter storms set in....otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice......Kieran, take this as an FYI. Valerie -----Original Message----- From: Semon,Bruno Sent: Monday,October 04,2004 9:51 AM To: Edwards Ken(E-mail);Jeri Woodhouse(E-mail); Martin Sidor Jr.(E-mail); Richard Caggiano(E-mail);Scopaz,Valerie;William Cremers(E-mail) Cc: Tetrault,Heather Subject: FW:Site Plan Breezy Sound Motel Hi, I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. Thanks Bruno -----Original Message----- From: Tetrault,Heather Sent: Monday,October 04,2004 8:41 AM To: Semon,Bruno Subject: Breezy Sound Motel Bruno, Ed went to the site to do a final inspection on the stairs that were built,to see if they followed their Trustee permit. He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. We have called the owner, and hope you can hold up any further approvals until they fix the erosion. Heather i > To: Edwards Ken (E-mail) ; -ucri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks > Bruno > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8:41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno To: . Planning Board &Val Subject: FW:Site Plan Breezy Sound Motel Hi, I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. Thanks Bruno -----Original Message----- From: Tetrault,Heather Sent: Monday,October 04,2004 8:41 AM To: Semon,Bruno Subject: Breezy Sound Motel Bruno, Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. We have called the owner, and hope you can hold up any further approvals until they fix the erosion. Heather 1 September 30, 2004 To: Bruno Semon Re: Proposed Site Plan for Breezy Sound Motel County Road 48, Greenport Dear Bruno: I am writing in regards to your request of September 8.about the plans for the sanitary system at the above referenced parcel. The plans submitted to our office put the sanitary system out of our jurisdiction, so they will not need a new permit from us or an amendment to their existing permit. Please see attached letter of non jurisdiction. Please note the following additional requests: Placement of double staked hay bale line along the 100' line prior to construction, to contain runoff during construction. Please note attached previous permits from this office. The current plans say"50' wetland setback". Note that on the Trustee permit it asks for 50' non-disturbance buffer, and that should be changed on the plans. Also the permit for the stairs requests planting of beach grass. The owners never called for a final compliance inspection on this. Please request this inspection before any new approvals are granted. Roof runoff contained on site and placement of drywells. Please contact us for any further information. Sincerely, Heather Tetrault Environmental Technician October 1, 2004 Patricia Moore 51020 Main Road Southold, N.Y. 11971 RE: BREEZY SOUND CORP. NORTH ROAD, GREENPORT SCTM# 45-01-2.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the survey prepared by John W. Naylor, Jr. dated September 9, 2004 and determined the plans for wastewater treatment to be just out of thE000' Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter.37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions aro taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale bE!rm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims - s L11-7 - � c Albert J. Krupski,President 0�+ QG Town Hall James King,Vice-President = 'yam 53095 Route 25 Artie Foster COD -'� P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A.Dickerson y� aO�� Telephone(631) 765-1892 •( `1► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES September 30, 2004 TOWN OF SOUTHOLD E E �n E To: Bruno Semon I U 10] Re: Proposed Site Plan for Breezy Sound Motel OCT — 2004 County Road 48, Greenport Southold Town Dear Bruno: Planning 1300 I am writing in regards to your request of September 8 about the plans for the sanitary system at the above referenced parcel. The plans submitted to our office put the sanitary system out of our jurisdiction, so they will not need a new permit from us or an amendment to their existing permit. Please see attached letter of non jurisdiction. Please note the following additional requests: Placement of double staked hay bale line along the 100' line prior to construction, to contain runoff during construction. Please note attached previous permits from this office. The current plans say"50' wetland setback". Note that on the Trustee permit it asks for 50' non-disturbance buffer, and that should be changed on the plans. Also the permit for the stairs requests planting of beach grass. The owners never called for a final compliance inspection on this. Please request this inspection before any new approvals are granted. Roof runoff contained on site and placement of drywells. Please contact us for any further information. Since•ely, /- Heather Tetrault Environmental Technician • 0. Field Inspection .,f V r'i �' •''•'''� I�f�� :.0�+awl �;r r�����'�.f. r.�.ty' _vim• _ _ -. N .rr. ��' ! :',� .r/i.. . ,.�,�• # �� �;•�- Syr. i • Field Inspection • f;�•, • .c.$"'f., . ti•_ •t J,. ,�• ��.,�• � , —tic 9/24/04 FieldInspection 'Y . I iy � ;�1� •t' 'S� of v • a 04 Field Inspection .r. - 7.: AIL i _ •� I r 1 9/24/04 Field Inspection .r Ail - 'ram Jr♦ � �~' - R •�� �'(_ � �� i ♦y s ' ti• -�•' �.s� Board Of Southold Town Trustees Mh SOUTHOLD, NEW YORK `. j a O. DATE:Gctober 26, '1001 PERMIT N Y ........... r )1 � \ BREEZY SOUND btu u . ....................:.................................... ISSUED TO . • � Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the •� r State of New York 1.952; and the Southold Town Ordinance en- J titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS >. IN AND ON TOWN WATERS AND PUBLIC LANDS and the r' REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM - �_. LANDS UNDER TOWN VATERS;'•.:': and in accordance with the October 24, Resolution of The Board adopted at a meeting hell on ............................. 200.00 <% 20QI and in consideration of the sum of $............................. paid by Land Use Ecological Services for Breez Sound ................................................................................. ............................... ........ g E �p of ... .. ...... N. Y. and. subject to the B al.til g..-. pllaysr............................. ` Terms and Conditions listed on the reverse side hereof, al y of Southold Town Trustees authorizes and F,'ermits the following: Wetland Permit to construct a 41X V fixed timber walk rn access stairway. The access installation is proposed to coincide with destroyed access 'cation. The timber walk is ;i- 1 proposed to be supported by (36) 4"X 4" CCA timber ports with a depth of penetration S ^( of 6+• A proposed 160+/-sf. of existing eroded bluff is to be augmented with 20+/-cy• l of 500-1000 lbs. stone placed on filter fabric against existing eroded scarp face. A -+� proposed Z00+/-sf. to be backfilled landward of proposed stone with 15+/- cy. of clean b 6, Y fill trucked*in from an upland source, and then planted with Cape American Beach .t Grass on 18" centers. A 3' wide+/- 3' deep+/- X 30' long+/-trench with gravel to ited in catch and control upland run-off. 10+/-cy. of gravel (1/2" to 1"+/-in dia.) to be `}� all in utilized for the drainage trench. The fill from the proposed drainage trench will be t the or'utilized for a 2' wide+/- X 1.5' high+/- X 90' long+/- berm to aid in channeling and 1 controlling the upland run-oif, as depicted on plan dated 8/22/01 and last revised a' i9125io1. IN WITNESS WHEREOF, The said Board of Trustees here- J" by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this datre. 1 �o �FFU O i tn1011de o - -� _ Trusiees , N �\ �� —xi._�a.4::)� �t ~✓i�•� ..mow—�- f Breezy Sound - Greenport, Southold Project Description: (12-21-01) Applicant proposes a 4'x72'fixed timber walk and access stairway. The proposed access installation is proposed to coincide with destroyed access location. The timber walk is proposed to be supported by(36)4"x4"CCA timber posts with a depth of penetration of 6'+. A proposed 360+/-s.f. is proposed to be backfilled with 20+/-cubic yards of clean fill trucked in from an upland source, and then planted with Cape American Beach Grass on 19'centers. Applicant also proposes a 3'wide+/-x 3' deep+/-x 30' long+/-trench with gravel to catch and control upland runoff. 10+/-cubic yards of gravel (1/2"+/-to 1"+/-in Dia.)is proposed to be utilized for the proposed drainage trench. The fill from the proposed drainage trench is proposed to be utilized for a 2'wide+/-x 1.5' high+/-x 90' long+/-berm to aid in channeling and controlling the upland runoff. IA �.� � •?'�`� "�� i,;. �.ram i ,-•'. � ;�.�atYi� t s +{ >" SOUTHOLD, NEW YORK -�� �� . Nov. 20, 2001 DATE: .................. .....:......... PERMIT NO. ... .................. ........ BREEZY SOUND CORP. •' .� ISSUED TO ........................................................................................................................................ jx 4 < • �Y' t Pursuant to the provisions of Chapter 615 of, the Laws of. r the State of New York, 1893; and Chapter 404 of the Laws'of the State of New York 1.952; and the Southold Town Ordinance en- State titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS t; IN AND ON TOWN WATERS AND. PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN'WATERS;'•..': and in- accordance with the Resolution of The Board adopted at a meeting held on .N.ovetnber-- 20. 2001•_:., and in consideration of the sum of $......2.0.0-70.0...... paid by Patr.ici�:...G.....Moore.,...Esq.....on...behalf..of...Breezy'•i ound...C.orp. of ......... ......................................................I N. Y. and. subject to the �4 Terms and Conditions listed on the reverse side hereof, follo 1 of Southold Town Trustees authorizes and permits the r�iing: 'i Wetland Permit to construct motel on property—freshwater area identified—proposed • ;. ki 1 foundations relocated in order to establish a 50'non-disturbance area and setback from flagged r' area with the stipulation that.there be 50 foot non-disturbance buffer on top of flue bluff litre that • - all run-off will be contained on the applicant's property—haybales and silt fence at that line and haybales and silt fence at the 50'non-disturbancee(fresh water)buffet arer. As 1'•er approved i �,.•- ' plabs revised 01/07/02 the originating appncation. a �+ IN- WITNESS WHEREOF, The said Board of Trustees Mere- `y • al to be affixed and these resents to by causes its Corporate Se � � �. be subscribed by a majority of the said Board as of this date. Ln � 1 Trustees A 4'+�* - .{':-W.tny� .. :--� oaf— -.t--+-�__•Tr� 71 '•,;r_.c'� -'�•_��' / .Y k�9 Yam. -.. `:dr�^�^ '�:E,,i�.•.r .r� .� --�-•.�-•. _ ".F v i;�s •,} 1'�r' � fi. �: tip'' = y �' � �-_. y 4G•� �'R°:v� V: +. . '� •�,` y• t�_ 3a�YT�iX�'Cv`'A-A �'. �hii 'ka •"'-.�G �.. ��._•,'�^ .. ��r Mill RIO Board Of Southold - Town Trustees Ti SOUTHOLD, NEW YORK r � Feb. ,, �„�• •. 25, 200 \ BREEZY..:SOUND...CORP................................................... ISSUED TO ........................................ �« Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the 'C State of New York 1952; and the Southold Town Ordinance en- " I i< titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS . y. IN AND ON TOWN WATERS AND PUBLIC LANDS and the g a'' J REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM 'Y LANDS .UNDER TOWN'WATERS;'.,'. and in accordance with the / Feb. 25 • Resolution of The Board adopted at a meeting.held on .........................r.... 2004 200•.00........ aid b • _ , and m consideration of the sum of $..... . p y. ............ ;• Breezy Sound...Corp.!................................................. ........ of ..............Greenport.......................................... ..... N. Y. and. subject to the Terms and Conditions listed on the reverse side .hereof, of Southold Town' Trustees authorizes and permits the following: Wetland Permit to construct a motel on the property with a ;- �`� 1 50' non-disturbance buffer• from the flagged wetlands, and as ' depicted- on- the- site plan prepared--by- William Johnson-last • dated •1/7/02. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees Mere- by causes its Cor orate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Ln ` t- Artie Foster (absent) fill .� Jx[ Trustees •r�S� j?• Q,f��p-,�:�� Z � � ��S�t��r Al oSUF ��, Albert J. Krupski,President ��+ Foc, QG Town Hall James King,Vice-President h� y� 53095 Route 25 Artie Foster y 1 P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A.Dickerson y�� a��� Telephone(631) 765-1892 1 `1► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 1, 2004 Patricia Moore 51020 Main Road Snuthold, N.Y. 11971 RE: BREEZY SOUND CORP. NORTH ROAD, GREENPORT SCTM# 45-01-2.1 Dear Ms. Moore: ' The Southold Town Board of Trustees reviewed the survey prepared by John W. /l Naylor, Jr. dated September 9, 2004 and determined the plans for wastewater treatment to be just out of the100' Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all'necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and.the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krups'ki, J4, re—ee4j� Board of Trustees AJK:Ims Sum 45 - PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 September 9, 2004 ELM V Southold Town Planning Board p 2004 Town Hall53095 Main RoadP.O.Box 1179 d Town g Boarrl Southold, NY 11971 Att : Victor or Bruno Re : Site plan for Breezy Sound CR 48, Greenport, NY Dear Victor or Bruno: Enclosed are two prints of the following (I have requested 5 more prints from the Engineer) : 1 . a certified development plan of the underground wastewater treatment facility (map 1 of 12) 2 . A certified plan of the control building for the plant, the building must be located away from the buildings therefore the owner intends to hide it with landscaping (map 5 of 12) and architectural detail (map 6 of 12) The control building houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test the system Also enclosed is a letter our sanitary engineer received from the Health Department . The sanitary design has been approved, therefore, there will be no further changes required to the site plan. The County Road permit was issued on July 23 , 2004 . We would respectfully request that final site plan approval be granted. With regard to your review of the previous SEQRA .determination, please note that the Special Exception e� approval addressed the approval with a recognition that we would be either connected to Greenport Sewer or construct a chromaglass system. Thank you for your courtesy, if you need anything else please do not hesitate to contact me. Very truly yours, jricia'C. Moore cc : Breezy Sound Corp. _., •.,,a...r.a.0 _ 631.369.(_I4ti /2004 10: 18 FAX 63136977AQ LSM_DEVELOPMENT IA 002/603 c COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE.P.E. CHARLES J.SARTHA,P.E. LESLm A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER 139PUTY COMMISSIONER 3uly 23,2004 Breezy Sound(.orporutipn 38 Oak St. Patchogue,N.Y. 11772 1 RE: SUFFOLK COUNTY HIGHWAY WORK PERMIT#48-186,CR 48,Middle Rd. Dear Sir, A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way fronting this parcel on the above-referenced County!toad. No work is to be commenced upon the County right-of-way until this permit hoe been secured. 1. SIGN AND DATE the permit application in blue aeu only. Do not make any other marks on this application. Xerox Copies will not be accepted, i 2. A 239F REVIEW FEE in the amount of$200.00 is required. This fee is non-refundable and must be in the form of a certified check if the fee is more than$200.00, (Check m be made payable to the SUFFOLK COUNTY DEPT.OF PUBLIC WORKS). 3• SE-C_LiftITY for this work is required iu the amount of$30,000,00, This security must be in the form of one of the following: a) A certified chuck(payable to the SUFFOLK COUNTY TREASURER)OR b) A bond(bond form enclosed)OR c) A Letter ofCredit. This security will be returned to you upon satisfactory completion or the required work. 4. A PERMIT FEE in the amount of$1,500.00 is required. This fee is non-refundable and must be in the form of a certified check if the fee is more than$200,00. (Check is to be made payable to the SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS.) 5. A MAfNTENANCE Security in the amount of$15.000.00 is mquired. This fee must be in the form of a certified check of which all or part will be refunded. 6• Note any change of the name or address as shown on the permit. Also indicate a telephone number where the applicant can be reached during business hours. Very truly yours, C William S.Shannon,P.E. gt By: M. Paul Campagnols Director of Highway Plarming Permits WSS/MPC/1n Enc. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)832-4010 333 YAPHANK AVENUE ■ YAPHANK,N.Y.1 19a0 0 FAX(63 0 832-41 so c PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE h� ��, P.O. Box 1179 Chair C Town Hall, 53095 State Route 25 COD Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS KENNETH L.EDWARDS Fax(631) 765-3136 �ol �.ao MARTIN H.SIDOR PLANNING BOARD OFFICE - TOWN OF SOUTHOLD September 8, 2004 Patricia Moore, Esq. 51020 Main Road Southold, IW 11971 Re: Proposed Site Plan for Breezy Sound Corp. CR Road, Greenport SCTM# 1000-45-1-2.1 Dear Mrs. Moore, This letter is to document our past telephone conversations. We are in receipt of the proposed site plan and drawing plans received July 8, 2004. We are still waiting for the three copies of the revised materials. To reiterate our conversations, the review with the Building Department requires that a construction plan be submitted, certified for this project and that the site plan note top of bluff distance with a certified stamp by a design professional. When we receive the copies they will be sent to the Town Trustee's and Building Department. At this time no determination on zoning has been made. In addition the office file is still pending Suffolk County Department.of Health Services approval. To expedite this please submit the above required information. 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. Res lly urs,4B o Semon _ Senior Site Plan Reviewer E S F - 9 2004 CC:file, Building Department-Mike Verity 08/30/2004 15:25 FAX 6313697746 LSM_DEVLOPMENT 9 002/002 August 27, 2004 ,COUNTY OF SUFFOLK STELAE LEvY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES BRIAN L.HARPER,M.D.,M.P.H. COMMISSIONER Naylor Engineering, PC 3 Long Pond Road Lake Panamoka, NY 11961-1828 Ann.Mr.John W.Naylor,P.E. Re:, Breezy Sound, SCDHS Ref# C10-02-0018 Dear Mr.Naylor: This letter is written to reiterate the status of the above referenced application. The engineering report dated March 28, 2004 along with Exhibit M, Odor Control System design calculations dated April 26, 2004 have been reviewed and found acceptable in concept. A few minor changes to site plans pertaining to water service lines may be required,however, the overall water distribution system layout and design concept appear acceptable, provided the location of the water distribution system and the proposed buildings remain unchanged. As indicated in my 4/28/04 letter, plans and specifications for the project may now be submitted to this office for a review. Please be advised that final approval will not be released until all health department issues are resolved. If you have any questions or commeDts,please do not hesitate to contact me at 852-2100. Very truly yours, Tanima Adhya, P.E. Assistant Public Health Engineer Office of Wastewater Management cc: Walter Hilbert,P.E. -DIVISION OVENVRCONMEWTAL QUALITY•OFFICE OF WASTEWATER MANAGEMENT 0 RIVERHEAD C'UUNTT CENTER RLVRRIPRAI)NY 11907'307 PLANNING BOARD MEMBERS O��SVFFO(1rCOG P.O. Box 1179 JERILYN B.WOODHOUSE �. Chair C Town Hall, 53095 State Route 25 W Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS �i ® Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR MEMORANDUM PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: September 8, 2004 To: Heather Tetrault, Town Trustee's From: Bruno Semon, Senior Site Plan Reviewer' Re: Proposed Site Plan for Breezy Sound Motel County Road 48, Greenport SCTM# 1000-45-1-2.1 Dear Heather, Status: Conditional final approval Attached is the revised site/Ian and construction plan for the sanitary system. Please review the plans fo�c jurisdiction and inform us whether this needs to come back for an amended to the Trustee's permit. The attached plans are part of our original office file. We sent a letter the applicant to submit an extra copy for your file. Please return this site plan and construction plan to our office after your review. Thank you in advance. cc: File enc. PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE Chair o= Town Hall, 53095 State Route 25 y = Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS �,iL, ® Fax(631) 765-3136 KENNETH L.EDWARDS -ry0d `�►� MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 8, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. CR Road, Greenport SCTM# 1000-45-1-2.1 Dear Mrs. Moore, This letter is to document our past telephone conversations. We are in receipt of the proposed site plan and drawing plans received July 8, 2004. We are still waiting for the three c pies of the revised materials. To reiterate our conversations, the review with the Building Department requires that a construction plan be submitted, certified for this project and that the site plan note top of bluff distance with a certified stamp by a design professional. When we receive the copies they will be sent to the Town Trustee's and Building Department. At this time no determination on zoning has been made. In addition the office file is still pending Suffolk County Department of Health Services approval. To expedite this please submit the above required information. 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. Res lly urs, B o Semon Senior Site Plan Reviewer CC:file,Building Department-Mike Verity ,1. COUNTY OF SUFFOLK i STEVE LEVY / SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Cliffside Resort Applicant Name: Breezy Sound Corp. Project Location: Greenport SCTM# 1000-45-1-2.1 Date: 7/23/04 i 0 ® APPROVED Al1G 16 2�0,4 ❑ DISAPPROVED Southold Te,rm ❑ APPROVAL WITHHELD Plc�nr.: Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Permit required-Highway improvements to be performed as shown on the plans provided by Barrett,Bonacci& VanWeele,P.C. dated 3/17/04,revised 5/19/04,and as revised by this Dept. are in general accordance to this Dept.'s requirements. By: . lv� illiam S. Shannon,P. E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524150 PLANNING BOARD MEMBERS ��SUFFO(,t►�O JERILYN.B.WOODHOUSE P.O. Box 1179 Chair o �� Town Hall, 53095 State Route 25 ti Southold, New York 11971-0959 RICHARD CAGGIANO %y, Telephone (631) 765-1938 WILLIAM J. CREMERS Fax(631) 765-3136 KENNETH L.MARTIN H SDWDS R y'�0• ��0� PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 13,2004 Mr. Charles Voorhis Nelson, Pope, &Voorhis, LLC 572 Walt Whitman Road Melville, N.Y. 11747-2188 Re: Breezy Sound Motel, Rt. 48, Greenport SCTM: 1000-45-1-2.1 Sanitary System-Final Site Plan Dear Mr. Voorhis: As we previously discussed, Breezy Sound is seeking SCHD/approval for a private sanitary system, and is completing their final engin,�ering drawings in compliance with Health Department requirements. Enclosed is a copy of a letter from Ms. Pat Moore, the applicant's attorney, and a drawing of a similar treatment facility (Eastwinds Catering Complex), and a drawing of the wastewater treatment plan for Breezy Sound. The interesting feature about this plan is that it shows a 1 Oft X18ft structure (Lab Building) approximately 14ft in height. This would be a new element on the site plan, and certainly would require screening from all sides. Please review these preliminary drawings, and advise the Planning Board if any new SEAR issues arise from this sanitary system, which replaces the public (Greenport) system contemplated in the original Negative Declaration dated July 8,2002.The placement of the pools, tanks, and pumps, all underground, appear to meet the Site Plan requirements, but since we still don't have SCHD final approved drawings, some changes may have to be made on the final approved plans. Please advise us with your comments and concerns at your earliest convenience. You may contact me at 765-1938 if you have any further questions on this matter. Very Truly Yours, victor L'Eplat vier Site Plan Reviewer Encl. Cc: V.Scopaz J. Woodhouse. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 July 6, 2004 Southold Town Planning Board Town Hall paeo8 Huluueld 53095 Main Road uMo1 ploylnos P.O.Box 1179 Southold, NY 11971Gt . Att : Victor Re: Site plan for Breezy Sound CR 48, Greenport, NY Dear Victor: As we discussed the community sanitary system has be/an designed and the County has required thq, all the 1!aaching pools (the pools which are required for the system to operate as well as the proposed expansion pools) be installed. This prevents future disturbance of the site and the system is in place "forever" . The theory is that the County does not want to be responsible for installation of infrastructure in the event future owner (s) contract with the County Sewer Agency to manage the operation of the system. Tie slTstem require s a control building (within a proximate. distance to the system - location is flexible otherwise) This building has not been designed yet, however, the engineer has advised me that a utility building/utility shed (10 ' x 181 ) is required. The shed houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test the system. The utility building will not exceed 14 ' in height and match the architectural materials and design of the other buildings . The owner will want to landscape the building to hide it from view. We will investigate the feasibility of recessing Fi the building into the landscaping. Once the sanitary system receives final approval from the Health Department the engineer will provide me with detailed elevations and materials of the utility building. As an example, I have attached the plans of a "similar" utility shed used in "the Inn" at Eastwind complex in Wading River. If you have any questions please do not hesitate to contact me . Ver my yours, atricia C. Moore cc : Mike Verity, Building Inspector Breezy Sound Jack Naylor, PE l;. NAYLOR ENGINEERINv, P C. LEA R OF TRANS1VfITTAZ LTlrstgrn�o Israndr) e ! (631)929.2860{let) •'.(61)929�2859(Fnx) • rrayror engrpeeMng®compuseroe coin g !} REPLY TO: (Eastern Long Island Office) THREE LONG POND ROAD DATE: JOB NO: LAKE PANAMOKA, LONG ISLAND 11961-1828 - 04 ATCEyTtoVs RE: TO: We are sending you ❑ ATTACHED ❑ UNDER SEPARATE COVER via the following items: 0 Shop Drawings ❑Reports ❑Specifications ❑Change Order ❑ Plans ❑ Copy of Letter. ❑Correspondence Q Samples ❑ NO. COPIES DATE. DESCRIPTION l ] s• l�Ct� 1 c� cad r — IL THESE ARE TRANSMITTED AS CHECKED BELOW: t c S ❑ Approved El For Your Use ❑Response Requested 4�0, , ❑ Approved As Noted ❑As Requested ❑Action Required , ❑ Resubmit ❑Courtesy Copy ❑Action Needed In Order To proceed C"Cavk&J- ❑'Disapproved .❑Returned After Loan ❑Per Request By ❑ Received ❑For Your Action ❑As Required By )e L" co,L,- REMARKS: +�i :s 1`tic (n-I�ebr "TA*µ-rw� •^c.n S•` P�,. �� - ly� 1�4i- AdY mans- GO S cL.,c.. —/ �°—� H y b- 1 A-.a I'4r� �t•�c u,�..f4a.�. r�►; �' 04 6 ,,vr! Lc A— f 6r w P a �C x tlAJ,0 a";Uw Qc�1,5��� �.,o..� A S�M��M en1--4 C(=—A,,4• C.f-cA COPY TO: 9 2W4 s;i SIGNED 0� � PLANNING BOARD MEMBERS C BENNETT ORLOWSKI,JR. h`Z` G1,� P.O. Box 1179 Chairman o 1 Town Hall, 53095 State Route 25 WILLIAM J. CREMERS to 2 Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone (631) 765-1938 Oy,�O � Fax (631) 765-3136 RICHARD CAGGIANO 1 `� mp•�r;ter s;�ore,S,e. PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 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: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. 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. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. SEQR Negative Declaration - Page Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'Eplattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook l Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant V � PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 July 6, 2004 Southold Town Planning Board Town Hall eg 8wuueld 53095 Main Road uM01 ploq}nos P.O.Box 1179 Southold, NY 11971 NOZ 8 - IOr Att : Victor 551� Re : Site plan for Breezy Sound CR 48, Greenport, NY �, 1 Dear Victor: As we discussed the community sanitary system has been designed and the County has required that all the leaching pools (the pools which are required for the system to operate as well as the .proposed expansion pools) be installed. This prevents future disturbance of the site and the system is in place "forever" . The theory is that the County does not want to be responsible for installation of infrastructure in the event future owner (s) contract with the County Sewer Agency to manage the operation of the system. The system requires a control building (within a proximate distance to the system - location is flexible otherwise) This building has not been designed yet, however, the engineer has advised me that a utility building/utility shed (10 ' x 181 ) is required. The shed houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test the system. The utility building will not exceed 14 ' in height and match the architectural materials and design of the other buildings . The owner will want to landscape the building to hide it from view. We will investigate the feasibility of recessing the building into the landscaping. Once the sanitary system receives final approval from the Health Department the engineer will provide me with detailed elevations and materials of the utility building. As an example, I have attached the plans of a "similar" utility shed used in "the Inn" at Eastwind complex in Wading River. If you have any questions please do not hesitate to contact me. Ver my yours, C- atricia C. Moore cc : Mike Verity, Building Inspector Breezy Sound Jack Naylor, PE . , P.C. LETTER OF TRANSMITTAL NAYLOR ENGINEERING Easfern Long ls&nd Office (631),929 2860(Te!) „ . • (631)929 2859(k ox) • naylor engineenng@conapuseive com REPLY TO:,(Eastern Long Island Office) J° 04 THREE LONG POND ROAD DATE: $-"°' LAKE PANAMOKA, LONG ISLAND 1.1961-1828 - ATI'E�1TInV. TO: 'We are sending you ❑ ATTACHED ❑ CINDER SEPARATE COVER via the following items: 0 Shop Drawings . ❑Reports ElSpecifications' ❑ Change Order, U.Plans ❑ Copy of Letter. . ❑Correspondence,' ❑Samples ❑` ' NO COPIES_ DATE. DESCRIPTION - J ' t&a-wl No iz 953=51°6(a Fro us THESE ARE TRANSMITTED AS.-CHECKED BELOW: fly ✓ ❑ Approved ' El-For Your:Use El Response Requested ;— ❑ Approved As Noted, , ❑AsRequested ❑Action Required (,� J ❑ Resubmit ❑.Courtesy Copy ❑Action Needed In Order To Proceed6��� 0-'Disapproved .❑Returned After Loan O Per Request BY'. Jpu;l.i-8{/ !' ❑ Received . ❑For Your Action ❑As Required By co'" - -REMARKS: A) �t q YD�oA+�. aa*t�(� Co vNc c tO...s/ p w . '�• JV C 4%.� '�L w[I► 0 VW �no M Q r7 V � 'f / .� �/ 6}�e "o Y�i A, 1 Sr N�. �a K.. Ar Lt R eY.�l� ; lJ K��cX ci. Q G'r14 �S. Ti0.+�. A• SIM�\/�+ ,liM`y"tc.'t 1 "C�A�'''C..f�t� COPY TO: ! 2 g p SIGNED / sue SUa - PATRICIA C. MOORE Attorney at Law 51020 Main Road D E C E 1 n E Southold, New York 11971 �Vf Tel: (631)765-4330 Fax: (631)765-4643 J U N - 8 2004 Southold Town June 7. 12nn4 Planning Board! Southold Town Planning Board Attn: Victor P.O. Box 117.9 Southold, NY. 11971 RE: Breezy Sound Dear Victor: In connection with the above referenced matter, enclosed please find the site plan for the wastewater treatment facility as requested by Chick Voohres . If you -have any questions, please do not hesitate to contact me . Very truly yours, Patricia C. Moore PCM/mm Enclosure r j R �V Patricia C. Moore Q v 1 Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Southold Boa� Fax: (631-765-4643 Planning May 11, 2004 Southold Town Planning Board PO Box 1179 Southold, NY 11971 Re : SCTM 1000-45-1-2 . 1 (Breezy Sound) Dear Members of the Board: Enclosed please find a copy of the determination of the Suffolk County Department of Health Services, Division of Environmental Quality decision granting approval of the sanitary disposal system for the Breezy Sound project using a communal system approved by the health department . Also enclosed is a copy of the Planning Board' s SEQRA resolution of July 8 , 2002 in which the board declared itself lead agency in the environmental review of this project and issued a negative declaration for the project after determining that no significant adverse effects to the environment were expected from the proposed project . The Planning Board' s determination included a reference to the necessity of the applicant complying with the requirements of the Suffolk County Sanitary Code (SCSC) and all standards of drinking water and sewage disposal systems as approved by the Suffolk County Department of Health Services (SCHHS) . Specifically the Planning Board determined that a "negative declaration" was justified "due to the anticipated project compliance with established requirements of the SCSC and SCDHS and the required relevant permits . " When the application for this project was initially submitted to the Planning Board, it was anticipated that the property would utilize the sewer system owned by the Village of Greenport based on a contract that would be negotiated with the Village and the owner. The Village and the owner have not been able to successfully negotiate a mutually acceptable contract for sewer service using the Village system. The Department of Health granted approval for a privately owned and operated community sewage disposal system in accordance with its regulations . We do not believe that the use of the private system which satisfies the Health Department requirements constitutes a substantive modification of the project as it was first presented to the Planning Board and which received the Negative Declaration because that SEQRA determination specifically referenced and presumed compliance with applicable Health Department regulations . However, so that there can be no doubt about the status of the prior SEQRA determination, we ask the Planning Board adopt a resolution acknowledging the modification in the project from a hookup to the municipal system of the Village of Greenport to the privately owned and operated plant on site which received approval from the Health Department . It is respectfully requested that the resolution state that the modification to the project is not substantive with respect to the prior SEQRA determination, and re-affirm the negative declaration previously granted. For your convenience, I have enclosed language of a proposed resolution that you might consider as, on behalf of the property owner, we dot our "i"s and cross our "t"s . As soon as we have received a stamped set of plans from the Health Department they will be forwarded to your Board for the Chairman' s signature. If you have any comments or questions, please do not hesitate to contact me. Very y yours, atricia C. Moore PCM/mr WHEREAS, the site plan for Breezy Sound Motel in Greenport received conditional final approval on May 12, 2003 and WHEREAS, the proposed project consists of a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres and WHEREAS, the proposed project was reviewed by this Board in accordance with the requirements of SEQRA and this Board made a determination of non-significance and granted a "Negative Declaration" by resolution dated July 8, 2002 and WHEREAS, the Negative Declaration was issued based upon the submitted Environmental Assessment Form in which the applicant indicated that the proposed method of sanitary disposal was use of the Village of Greenport municipal sewer system; and WHEREAS, the Negative Declaration recognized and expressly stated that The applicant will have to comply with the requirement of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. And WHEREAS, the Suffolk County Department of Health Services has approved the sewage disposal system for this project in accordance with the established requirements of the Suffolk County Sanitary Code using a private, community sanitary disposal system; and WHEREAS, the proposed and approved change in the method of sanitary disposal does not constitute a substantive modification of the proposed project as this Board's initial SEQRA determination was based upon the project's compliance with SCDHS standards, and the modifications to the proposed project comply with such standards and have received SCDHS approval; NOW THEREFORE BE IT RESOLVED, that the modification to the project does not constitute a substantive modification to the project ; and be it further RESOLVED that the Board hereby re-affirms its initial determination of non-significance first made July 8, 2002. PLANNING BOARD MEMBERS ®SUFFO���, JERILYN B.WOODHOUSE P.O. Box 1179 �e® �✓ Chair �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS ® ® Fax (631) 765-3136 KENNETH L. DS MARTIN H.SDIDOR �� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as. 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six month extension from April 14, 2004 to October 14, 2004 to the conditional final approval on Breezy Sound — Page Two—4/13/04 the final surveys, dated October 3,.2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, aerilyn B. Woodhouse Chairperson _ PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. `�� G$ P.O.Box 1179 Chairman o Town Hall, 53095 State Route 25 coo WILLL4M J. CREMERS Southold, New York 11971-0959 KENNETH L.EDWARDS O ® Telephone (631) 765-1938 rrnun.R pTmruTr� r nm:r nr1,4J4. Fax (631) 765-3136 v e� xaxx Marx RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 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: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. 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. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. 1. SEQR Negative Declaration - Page Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'Eplattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant PLANNING BOARD MEMBERS �D�,�SufFo`�CO BENNETT ORLOWSKI,JR. h G.y� P.O. Box 1179 Chairman .t Town Hall, 53095 State Route 25 CD COD J.CREMERS 2 Southold,New York 11971-0959 KENNETH L_EDWARDS e) ® Telephone (631) 765-1938 Fax(631) 765-3136 RICHARD CAGGIANO i'►'1 ACTi.J S�FOR,J-Y�.. PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2002 Patricia C. Moore, Esq.. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 8, 2002: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed please find a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman encl. •02/26/04 11:03 06319292659 NAYLOR ENGINEE'G 0001/003 COUNTY OF SUFFOLK COPY S-IEVE LEVY SUFFOLK COUNTY EXECUTWE DEPAWMEWT OF HCWrA SEWCE6 LINDA MRJi►4mar oo, M.D.,M.P.H. Acm a Co►MI939 0WER February 6,2004 Cliffside Associates 120 7essup Avenue Quogue,NY 11959 Attn:Mr_Ken Tedaldi Subjecu. Board of Review Hearing—December 4,2003 C10-02-0018---Breezy Sound,n!s Middle Road, County Road 49,Crreenport—t/o Southold— SCTM: 1000 04500 0100 002001 Dear Mr.Tedaldi: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Ve ly yo M ph A.Costa,P.E., Chief Engineer Chairman,Board of Review Enclosure C: Board of Review File---Riverhead Ms.Tanima Adhya--Reviewer Mr.Andrew Freleng--Planning Department Ms.Lauretta Fischer---planning Department Naylor Engineering,P.C. Barrett,Bonacci &Van Weele,P.C. •DN51OR OF EWnFIONMEWAL OUA4.IW• BOARD OF REv1Ew•ZED AABRD ORNE EAST•HAUPPAUGE W 1 17Sa �WC 10911 05J-3Ds6 F—163I)B53.3D75 Y02/26/04 11:04 V6319292859 NAYLok ENGIkE -G 1@002/003 SUFFOLK COUNTY DEPARTMENT OF E[EALTn SERVICES ` DIVISION OF ENvmoNMENTPAL QUALITY - BOARD OF REVIM A1(tTICLE 2,SECTION 220, SUFFOLK COUNTY SANITARY CODE To: Linda Mermelstein,M.D.,M.P.H.,Acting Commissioner From: Stephen A. Costa,P.E.,Chairman,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018—Breezy Sound,n/s Middle Road,County Road 48,Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 Hearing Date; December 4,2003 Statement of Problem Appendix B, paragraph B-3 of"Standards for Approval and Construction of Sewage Collection Systems and Treatment Works," requires a minimum separation distance of 200 feet between buildings and sewage treatment plants. 'The applicant is proposing to construct a sewage treatment plant less than 200 feet from on-site buildings. Findings and Facts 1_ The applicant is proposing to constmct 68 motel units, a manager's office and apartment, and a pool house on a 7.13-acre parcel. The proposed method of sewage disposal is via a Cromiaglass0 modular sequencing batch reactor type sewage treatment plant with a design flow of 10,500 gallons per day(Spd). - 2. The parcel is located in Groundwater Management Zone 6. 3. Yield at density is 4,278 gpd. The design flow is 2.45 times allowable flow.. Therefore,sewage treatment is required. 4. The proposed buildings B, C, and D are approximately 75 feet from the sewage treatment plant. The treatment plant is less than 300 feet to surface water(-250 ft.). The applicant has sought a letter of non jurisdiction from NYSDEC. S. There was a previous larger project proposed for this site. That project was approved for connection into the Greenport Sewer District. The property is not within the district,but would have been a contractee to the district. The applicant alleges that an agreement was reached to connect to the district upon payment of a $350,000 connection fee. However, the district allegedly reneged on the agreement and changed the fee to $1.5 million without guaranteeing the connection would ever be accomplished. There has been an ongoing lawsuit for seven years without settlement. The Board requested docurnentation regarding the failure to achieve connection to the district. Documentation was submitted on January 29,2004 that indicated the original connection fee paid to the village was $53,352.00. The connection fee has now escalated to $906,886.00 plus payment for the sewer extension and appurtenances of$275,000. 02/26/04 11:04 06319292859 NAYLOR ENGINEE'G IM003/003 b Linda Mermelstein,M.D.,M.F.H., Commissioner Hearing Date:December 4,2003 Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018--Breezy Sound,n/s Middle Road,County Road 48,Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 6. The department has published proposed amendments to Appendix A of construction standards. Said appendix is applicable for modified subsurface sewage disposal systems (mssds) and sets forth special site and design conditions Where reduced setback distances would be allowed without the necessity to obtain a variance. The sewage treatment system proposed for the subject application qualifies as an mssds. With modification, the proposed sewage treatment system can comply with the prescribed setback criteria specified in the proposed Appendix A. The applicant has stated a willingness to modify the design to comply with the proposed standard. Determination It was a 3 to 0 determination of the Board to °rant the request for the variance to permit less restrictive separation distances to on-site buildings, provided the following conditions are met: ■ As a condition of approval, the applicant owner shall modify his design to conform to the requirements of proposed Appendix A to the satisfaction of the review engineer with regard to setbacks and buffer areas, and shall install an odor control system to treat air emissions from the sewage treatment units 'in accordance with said Appendix A. • Provide a letter of non jurisdiction from NYSDEC for the project_ This variance is being granted specifically for separation distance requirements only. The applicant must obtain approvals for the detailed design; complete the necessary SEQRA process;comply with SPDES permit requirements; and secure any other town or agency permits that may be necessary. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. The department, in publishing the aforementioned proposed amendments, has described factors necessary to consider in determining whether the granting of a variance will be in harmony with the general purpose and intent of the sanitary code. As such, the granting of the variance is in compliance with §760-609A1_i of the Sanitary Code- 6L February 6,2004 Steph Costa,P.B. Chairman—Board of Review 4 J PLANNING BOARD MEMBERS Q�o$UFFO(�co P.O.Box 1179 JERILYN B.WOODHOUSE y� Town Hall, 53095 State Route 25 Chair o cc Southold, New York 11971-0959 RICHARD CAGGIANO Telephone(631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L.EDWARDS Q MARTIN H.SIDOR o.( A* �a PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Locate(11285' east of Chapel Lane on the north side of CR 48 and known as 6147 CR 48 in Greenport SCTI'J #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six month extension from April 14, 2004 to October 14, 2004 to the conditional final approval on 7 Breezy Sound — Page Two —4/13/04 the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, erilyn B. Woodhouse Chairperson Rpr 08 04 10: 23a Moore Law Office G317654643 p. 1 VL PAnUCIA C. MOORE 05> Attorney at Law i :- 51020 Main Road (I }� r� W E F) Southold,New York 11971 Tel: (631) 765-4330 r Fax: (631)765-4643 I 111 APR 8 2004 FACSIMILE COVER SHEET Southold Town Planning Board The pages comprising this facsimile transmission contain confidential information from ?atricia C. Moore , This information is intended sclely for use by the individual entity named as the recipient hereof. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the conter_ts of this .tranamission is prohibited. if you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. TO: �7�'�/`'V(2' "�f ��C C/ C�a k�iZ�7'riL2•t `l •�/+� p RE: DATE: TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TFcANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NAME ; �/�' �'_,� `�✓Za�G OPERATOR; Apr 00 04 10: 23a Moore Law Office G317654643 p. 2 PATRICIA C. MOORE Attorney at Law Main Road 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631)765-4643 April 8 , 2D04 BY FACSIMILE Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE: Breezy Sound Dear Ladies/Gentlemen: in confirmation of my phone conversation with Carol yesterday, we are expecting the Health Department stamped survey any day now. If we are not able to provide it to you in time for your April meeting, we respectfully request an extension of the time to provide same. Thank you for your anticipated courtesy in th_s matter. Very Truly yours, Patricia C. Moore By: Margaret Rutkowski /rr.r PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 J �/ Fax: (631) 765-4643 February 12 , 2004 �0 Planning Board of the Town of Southold P.O. Box 1179 Southold, NY 11971 RE : Breezy Sound Corp. Dear Sir or Madam: Please extend the site plan approval for the above referenced matter, as we are still awaiting Health Department approval . Thank you for your courtesies and cooperation. . Very ul�Yours, ?atricia C. Moore PCM/mm rCEE WE FEB 1 3 2004 Southold Town Planning Boats COUNTY OF SUFFOLK M i- j Vs b COPY STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN, M.D., M.P.H. ACTING COMMISSIONER February 6, 2004 Cliffside Associates 120 Jessup Avenue Quogue,NY 11959 Attn: Mr. Ken Tedaldi Subject: Board of Review Hearing—December 4, 2003 CI 0-02-0018 —Breezy Sound, n/s Middle Road, County Road 48, Greenport—t/o Southold— SCTM: 1000 04500 0100 002001 Dear Mr. Tedaldi: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. ley yo s, A. Costa, P.E., Chief Engineer Chairman, Board of Review D E C E P V E Enclosure F E B 2 6 2004 C: Board of Review File—Riverhead Ms. Tanima Adhya—Reviewer ' Southold Town Mr. Andrew Freleng—Planning Department Planning BoarA Ms. Lauretta Fischer—Planning Department Naylor Engineering,P.C. Barrett,Bonacci &Van Weele, P.C. ♦DIVISION OF ENVIRONMENTAL OUALRY♦ BOARD OF REVIEW♦ 220 RABRO DRIVE EAST♦ HAUPPAUGE NY 11768 PHONE(63 1)853-3086 FAx(63 1)853-3075 1 SUFFOLK:.,:_LINTY DEPARTMENT OF HEALT_..SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2, SECTION 2209 SUFFOLK COUNTY SANITARY CODE To: Linda Mermelstein,M.D., M.P.H.,Acting Commissioner From: Stephen A. Costa,P.E., Chairman,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018—Breezy Sound,n/s Middle Road, County Road 48, Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 Hearing Date: December 4, 2003 Statement of Problem Appendix B, paragraph B-3 of "Standards for Approval and Construction of Sewage Collection Systems and Treatment Works," requires a minimum separation distance of 200 feet between buildings and sewage treatment plants. The applicant is proposing to construct a sewage treatment plant less than 200 feet from on-site buildings. Findings and Facts 1. The applicant is proposing to construct 68 motel units, a manager's office and apartment, and a pool house on a 7.13-acre parcel. The proposed method of sewage disposal is via a Cromaglass® modular sequencing batch reactor type sewage treatment plant with a design flow of 10,500 gallons per day(gpd). 2. The parcel is located in Groundwater Management Zone 6. 3. Yield at density is 4,278 gpd. The design flow is 2.45 times allowable now. Therefore, sewage treatment is required. 4. The proposed buildings B, C,'and D are approximately 75 feet from the sewage treatment plant. The treatment plant is less than 300 feet to surface water (_ 250 ft.). The applicant has sought a letter of non jurisdiction from NYSDEC. 5. There was a previous larger project proposed for this site. That project was approved for connection into the Greenport Sewer District. The property is not within the district, but would have been a contractee to the district. The applicant alleges that an agreement was reached to connect to the district upon payment of a $350,000 connection fee. However, the district allegedly reneged on the agreement and changed the fee to $1.5 million without guaranteeing the connection would ever be accomplished. There has been an ongoing lawsuit for seven years without settlement. The Board requested documentation regarding the failure to achieve connection to the district. Documentation was submitted on January 29, 2004 that indicated the original connection fee paid to the village was $53,352.00. The connection fee has now escalated to $806,886.00 plus payment for the sewer extension and appurtenances of$275,000. Linda Mermelstein,M._ -, M.P.H., Commissioner Hearing Date: December 4, 2003 Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018 —Breezy Sound,n/s Middle Road, County Road 48, Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 6. The department has published proposed amendments to Appendix A of construction standards. Said appendix is applicable for modified subsurface sewage disposal systems (mssds) and sets forth special site and design conditions where reduced setback distances would be allowed without the necessity to obtain a variance. The sewage treatment system proposed for the subject application qualifies as an mssds. With modification, the proposed sewage treatment system can comply with the prescribed setback criteria specified in the proposed Appendix A. The applicant has stated a willingness to modify the design to comply with the proposed standard. Determination It was a 3 to 0 determination of the Board to grant the request for the variance to permit less restrictive separation distances to on-site buildings, provided the following conditions are met: • As a condition of approval, the applicant owner shall modify his design to conform to the requirements of proposed Appendix A to the satisfaction of the review engineer with regard to setbacks and buffer areas, and shall install an odor control system to treat air emissions from the sewage treatment units in accordance with said Appendix A. • Provide a letter of non jurisdiction from NYSDEC for the project. This--variance is being granted specifically -for separation distance requirements only.. The applicant must obtain approvals for the detailed design; complete-the necessary- SEQRA process; comply with SPDES permit requirements;-and secure any other town or agency permits that may be-necessary. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. The department, in publishing the aforementioned proposed amendments, has described factors necessary to consider in determining whether the granting of a variance will be in harmony with the general purpose and intent of the sanitary code. As such, the granting of the variance is in compliance with §760-609.A.1.i of the Sanitary Code. February 6, 2004 --Stephen . Costa, P.E. Chairman—Board of Review PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 February 12 , 2004 Planning Board of the Town of Southold P .O. Box 1179 Southold, NY 11971 RE: Breezy Sound Corp. Dear Sir or Madam: Please extend the site plan approval for the above referenced matter, as we are still awaiting Health Department approval . Thank you for your courtesies and cooperation. ,Vexy---t ?ul yours, b�Patricia C. Moore PCM/mm p L E� C� L� FEB 13 2004 Jul Southold Town Planning BoarA f COUNTY OF SUFFOLK i �(f pECE0WC JAN 1 2 2004 STEVE LEVY SUFFOLK COUNTY EXECUTIVE Southold Town DEPARTMENT OF PUBLIC WORKS PlanningBoarr? RICHARD J. LAVALLE, P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER January 8,2003 Barrett,Bonacci&Van Weele,P.C. 175A Commerce Drive Hauppauge,N. Y. 11788 Attn: Kevin Walsh,P.E. Re: CR 48,Middle Rd.—Breezy Sound SCTM#1000-45-1-2.1 Gentlemen: This Department has reviewed the above-referenced site plan. Specifically note that: A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way. Provide a plan showing the existing roadway features fronting this site (i.e.: curbing, sidewalk if any, condition of the existing driveway access, drainage basins, traffic lane markings etc.) and a plan showing the improvements proposed. The submission of photos is encouraged. The applicant will be responsible for improvements indicated on attached plan. If you have any questions,kindly contact this office at 852-4100. Very truly yours, William S. Shannon,P.E. Chief Engineer By: M.Paul Campa&kola Director of Highway Planning&Permits WSSAVC/ln cc: Bruno Semon, Senior Site Plan Reviewer,Town of Southold Planning Enc. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y. 1 1980 ■ FAX(631)852-4150 ....... lrej,,, .. .... ............ 'rs0o. .......... ...... ... ............... 10 ;o �,�908, l-E6 o° r CON( 0 o o $ U CON( R16.00' oo PARM R40.00' SITE f R15.00' RM 00' Vv � 4/9i 158.12' 7/2, R1�oo' S 19' � � , �/A acasnroc �, R15►00, .4 614, 8A 9/3 BCAC (TY>') SOUD WHITE STRIPE u sasWs 4' W 117E EDGE LINE SODPW/TEAT 8MW(TYP) 00 -�v 4' YEZ LO W A?JLL B,4RR/ER LINE 2' YEUOW BAR/6'S°AaNG Sf�PW/TEAT 6BBY SOUD WHITE STRIPE c� �vLu �sfin ._ )D/FY STRIPING AS WOM luOVF E 017NG STRIPING AS NECESSARY LAP A W .1 � � scf X- r7" 05o6Tts COUNTY OF SUFFOLK V$ O � Robert J. Gaffney SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN,M.D.,M.P.H. Acting Commissioner November 13, 2003 Mr. Ken Tedaldi Cliffside Associates 120 Jessup Avenue Quogue, NY 11959 Subject: Variance Request CIO-02-0018—Breezy Sound, n/s Middle Road, County Road 48, Greenport—t/o Southold —SCTM: #1000-45-1-2.1 Dear Mr. Tedaldi: Your request to appear before the Board of Review of the Suffolk County Department of Health Services has been received. The review of this case7hds been scheduled for December 4, 2003 at 1:30 p.m. in the Suffolk County Department of Health Services'Conference Room, County Center, Room S- 238, Riverhead. You and interested parties are requested to appear, with or without counsel. On that occasion,you may produce any information or evidence you wish to be considered concerning the above-referenced property. Should you have any questions,please call (631) 853.3086. pECEDVE Very truly yours, LO I 4,L : 0 G o NOV 2 4 2003 Stephen A. Costa, P.E. Southold Town Chairman, Board of Review Planning Board SAC/kn C: Martin Trent Valerie Scopaz—Town of Southold Bruce Williamson Jack Naylor Jr, P.E. James Bagg—Planning Department Kevin Walsh, P.E., Barrett, Bonacci and Van Weele Tanima Adhya—SCDHS •Board of Review• Suffolk County Department of Health Services 220 Rabro Drive—Hauppauge,NY 11788 i (631) 853.3086—Fax: (631) 853.3075 PLANNING BOARD MEMBERS` �QS�FFU(��o P.O.Box 1179 BENNETT ORLOWSKI,JR. =�0 Gyp Chairman Town Hall, 53095 State Route 25 2 Southold, New York 11971-0959 RICHARD CAGGIANO y v. • � Telephone(631) 765-1938 WILLIAM J.CREMERS G Fax (631) 765-3136 KENNETH L.EDWARDS y �� MARTIN H.SIDOR PLANNING BOARD OFFICE October 15, 2003 TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 61475 CR 48 in Greenport SCTM#1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Tuesday, October 14, 2003: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant a six month extension from October 14, 2003 to the conditional final approval on the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631) 765-4330 Fax: (631) 765-4643 October 8 , 2003 BY FACSIMILE WITH HARD COPY TO FOLLOW Southold Town Planning Board Southold Town Hall i Main Road Southold, NY 11971 Att : Victor RE: Breezy Sound Corp. Dear Victor: Please extend the site plan approval on Breezy Sound Corp. for six months . We are awaiting final Health Department approval . Thank you. If you have any questions, please do not hesitate to contact me . Very truly yours, Patricia C. Moore PCM/mr r I u OWE C E FkocT4 2003 Southold Town planning Board Oct 09 03 05: 14p Moore Law Office 6311"54G43 p. l PATRICIAA C. MOORE VL- Atto rnev at Lain 51020 Alain Road Southold,New York 1 1971 Tel: (631)765-4330 Fax: (631)765-4643 FACSIMI_E COLTER SHEET The pages comprising this facsimile transmission contain confidential information from Patricia C. Moore. This information is intended solely for use by the individual entity named as the recipienw hereof . If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, iDlease notify us by telephone immediately so we may arrange to retrieve this transmission at /ono cost to y/ouu�J.�-y t DATE: 3, TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL RACK AS SOON AS POSSIBLE. CLIENT NAME: OPERATOR Oct 00 03 05: 14p Moore Law Office 6317654643 p. 2 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 1 971-4616 Tel: (631)765-43�30 Fax: (631)765-46-1k3 October S, 2003 BY FACSIMILE WITR HARD COPY TO 70LLOW Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Att: Victor RE: Breezy Soui3 Corp. :ear Victor: please extend the site plan approval on Breezy Sound Corp. for six months. We are awaiting final realth Department approval . Thank you. if you have any questicns, please do not hesitate to contact the . Very truly yours, Patricia C. Moore PCM/mr Sep 16 03 12: 54p Ma''>' Law Office 6317654643 p. 1 w, AV PATRICIA C.,MOORE Attorney at Law 51020 1blain Road Southold,New Ycirk 11971 Tel: (631) 765-4330 Fax:(631) 765-4643 FACSIMILE COVER' SHEET The pages comprising this facsibr.ile transmission contain confidential information fron Patricia C. Moore. This information is intended solely for use by the indi-vidual entity named as the recipient hereof. If you are not the, wntended recipient, be aware that any disclosure, copying, distrib,aticn, or use of the contents of this transmission is prohibited, If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this tra_E,imissicn at no cost to you. T O: RE: DATE: � ���- cJ TOTAL NUMBER CF PAGES INCLUDING COSIER SHEET IF TRkNSMISSION IS FAULTY CR INCOMPLE E' , PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NPME: +rr ' OPERATOR: I ,I p � CE WE S EP 1 6 2003 Southold Town Planning Board h Sep 16 03 12: 55p Mo: Law Office 6317654643 p. 2 PATRICIA C. IVIOORE Attorney at Law 51020 Alain Road Southold,New York 11971-4616 Tel: (63I) 765-4330 Fax: (631) 765-4643 September 16, 200:s SOl:tlold Town Planning Board Southold Town Hal]_ Main Road Southold, 11:Y 11971 ,E: Breezy Sound County Route 40,, Greenport, NY Dear Ladies/Gentlemen- Please extend the Site plan a_,)ptoval for the above referenced matter. G7e are still. waiting for ire Health Department approval . Your anticipated courtesy will be greatly appreciated. Jer r ly yours, Pa-ricia C. Moore PCM/mr I 1 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631) 765-4330 Fax: (631) 765-4643 September 16, 2003 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE : Breezy Sound County Route 48 , Greenport, NY Dear Ladies/Gentlemen: Please extend the site plan approval for the above referenced matter. We are still waiting for the Health Department approval . Your anticipated courtesy will be greatly appreciated. Ver tr ly yours, Patricia C. Moore PCM/mr DECE0V SEP 18 2003 . .. .:..... .. Southold Town Planning Board 5V13F Subutisston, Without a Cover Letter Sender: G« �L ' /�z m Nis G Ps 1177 Subject: z2-y -9"S co SCTIFT,#': 1000- _ _ yS vi �2 � Date: Continents: �bU e chin x-O IL Pam_ 1 A 4, MAY 1 9 2003 Southold Town 1<6 /` aD®3� Ted,, f 22 -35 7/ &O"Itc/ Pals aouCl, cu m Ple,�u 1Y 4©�/ s ��1�1 i u��. � Vo c_l,^- k g p /a #e n ��, Ak Alop ka. &IJ )lb et cc AjmW P&—e-ed Moo —i'S-- ® 1 - 2 1 CJ cu C S a -ea�S e P / I Ai c )-,ts,s yrtc,fit ^v s J. $ �►i �i` c 6-4t M I's ame( "lee/.S Gi G/cs ee9.S a a OA/ l �Vens f" 6 a Ode-1, //Lz� 7 s z1ol 4P Lt4- ®eA e+ek AJ c 7 �,s a F _ i a 30 Lbc-4 JT 14lk"cam,% cocf� c� 0 W, F-,hij 44e-f Ift-Lzi -ZO/ 9 aa /� 16le4-tIS Ile- -Ovw-� d 4®a rcf �o ®mod �tf�,• �� 4 e°urs� j � p • � S /fie 1-ea.�t. '� i SS Ecy2s S7 �� 4� t� uFFot T APPEAL,S BOARD MEMBERS " Southold Town Hall Lydia A. Tortora, Chairwoman ca y1 53095 Main Road Gerard P. Goehringer W 2 P.O. Box 1179 George Horning O y�J .F Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando �a Telephone (631) 765-1809 http://southoltmi9ig6rk.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION 9Y' MEETING OF MARCH 20, 2003 S00thold Town Clerk Appl. No. 4942 - BREEZY SOUND CORP. Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-61 B(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02. PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 and January 16, 2003, 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: CODE ROVISIO .' Code Section 100-61 B(4) provides that the following are permitted on approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five (5)acres. (b)The maximum number of guest units shall be: [1] One (1) unit per six thousand (6,000)square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square.feet of land with public water �(cNo music, entertainment or loudspeaker system shal��beaudfi�blefrom�� beyond the property line (d)The maximum size of a guest unit shall be six'hundred(600)square feet. ` V_) Page 2—March 20,200' j, Appl. No.4942—Breezy Sound Shores .1 1000-45-1-2.1 at Greenport + In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the Resort Motel use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible.with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and on the basis of testimony presented, materials submitted and personal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-61 B(4) and finds that the applicant complies with the Code requirements, and that: 1. The proposed Resort Motel is required to be built on a minimum of five acres. Breezy Sound Shores Corp. has seven acres located on County Route o'ect is bounded on the east by a motel and a condominiu , and on the ��- =westby ote . The site is located across from the San Simeon Nursin PHon 48, and to the north of the site is a bluff overlooking Long Island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Town Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water and sewer. When both are available, one unit per four thousand square feet is allowed. The applicant has permission from the Suffolk County Water Authority to hook up to public water. Breezy Sound Shores Corp. also has obtained approval for a chtomogl`ass system from the'Staffolk'County Board of Heaffli for sewer disposal or . t a Page 3—March 20,2003 ' •,.Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to show that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. 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 Member Oliva, seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and.regulations of.the complex.. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual..owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit durind the prime season. The units are'to be placed'in­a rental pdol and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4—March 20,20�u Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport then occupy the unit in accordance with tie rules and regulations established by the Board of Managers. 4. The Resort Motel will be closed from January 15th through March 15th of each year. 5. The units shall not be occupied as'a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be °.`. individually rented. 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. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was: Member Horning of Fishers Island.) ..This Resolution was duly adopted (4-0). Lydia . ortora, Chairwoman—Approved for Filing 4/,$ /03 �Ervi ' Y: 'LAW OFFICE; 62.i 765 4643; MAY-i2-03 1 :27PM; PAGE 1/3 f ' PATRICIA. C! MORE 4�JCJ Attorney Ai LaA .✓' S1020 Main Road Southold,Nov Fork 11971 Tel;(f31) 65'433{.) Fax:(631)76.5-464_ FACSIMILTI COVER SHEET The pages camn-rising this facsimile transmission contain confidential information from Patricia C. Moore. This information is intended so]-ely for use by the individual entity named as the recipient )erect'. If you are not the inr,,ended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmJssl[on is prohibited. if you have received this transmission in error, please notify us by telephone i:tunediately so we may arrange to retrieve this transmission at no cost to you. TO: C.� 4 - ard LW RE: �I DATE:— 5 ; s1 TOTAL NUMBER OF PAGES INCLUDING COVER; SBEET IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NAIME: / OPERATOR: r ,"ate OL41 2 Ec. a 4017 r ,c v1 f dv 1� ck, yt j TMAY 1 2 2003 Southold Town Planning Board SENT 5Y: MOORE LAW OFFICE; 631 765 4643; MAY-12-05 1 :28PM; PAGE 2/3 _ r rtn nu. of I t f I U P. 01 SUFFOLK COLTAMY WATLR AuT73t' ww Timothy J.Hopkins Administrative COGG4.4060 Sunrise Highway,Oakdale,NY 11769-0901 General Counsel (031)563-0236 Fox(631)$M-0370 May 9,2003 Breezy Sound Corp. 0/0 patricia Moore,Esq. 51020 lain Road Southold,NY 11971 Re: AppHovition of fireaaY Sound Carp.for water service for 68 unit resort motel with manager's apartment Narth]toad,Greenport,SCTM No.1000-4S-I-I wear Ms.Moore: Your cliont,Breezy Sotu►d Corp.,bw applied for public water service for the above referenced project. Suftlk County Water Authofity(SGWA)moords indicate that the parcel ib located within an area otpublio water sCM0 and a water main is located in the front of the parcel. Public water service for the project v►n-U be provided,in ooCordanco with the refers and charges applicable at the time of hook-up,for the above referenced property as parr of a�ettlft=t to litigation between SCWA, Breezy Sound Corp.,Cliffsido Associates and the Vilhtgo of Gmaenpa,.2 11is letter of water availability is transferable to your successor and assigns. Ibis letter is not to be considered an action by SCIYA as defined by the New York State Environmental Quality Review Act regulations or a deter inatfon that the parcel is approved&r building. You are responsible for obtaining any other permits or approvals that maybrr required for the proposed project. SC'WA chali not be required to provide water for the project anti]all required approvals have beta obtakPd. For eonneetioas to the public water system,then is a key money fee that must be paid in full prior to takins service_ 17W fee is$3,000 per service for a one-inch service and is greater for larger aervicea. plwso cam►tot the SCWA'a Regional Massager iu W63thamplon at 631-288-1034 for more infcrmatiov regarding the fees and outer conditions of service. V trulY Yoe. imothy J. ac: Herman Miller,Deputy CEO for Oporations Michael Frank,Deputy CEO for"Mmer Service DoA1 Roberts,Regional Manager FRI C� C� � � �IC� MAY 1 2 2003 Southold Town Planning Board ,IyNI SENT GY: M30117- LM OFFICE; 631 765 4643; MAY-12-O3 1 :20PM; PAGE 3/3 NER YOVK S' DEPARTMENT 'OF ENVIRONMENTAL, � VATION • + w Regulatory Affairs Unit Bldg. 40, SUNY-•--Room 219 Stony Brook, N. Y. 11794 751-7900-too MA-� v RE. k4r4 f j I Dear Jlest A review has been a of your prop f� fir. :� �h /1,o OP, A-40r , Location: ,�, •-1�°�, f ti,.� t k� tlk r New York State apartment of Environmental Conservation hps found the parcel roject to be: Greater than 3001 from inventoried tidal wetlands. _Landward of a substantial. man-made structure greater than 100' in length constructed prior to September 2D, 1977. Landward of existing 10' Contour elevation above mean sea level on a gradual, natural slope. There is to be no construction or disturbance to vegetation or topography within 20' or seaward of existing 10' contour or topographical. crest (as indicated). —0! andwaxd of topographical crest of bluff, cliff or dune in excess of �10' in e'levation above man sea level. There is to be no construction ar disturbance to vegetation or topography within 20' or seaward of existing 101 contour or topographical crest (as indicated). Therefore, no permit under Article 25 (Tidal Werlands of the Environmental Gonaervation haw) is required at this time since the current proposal, is beyond State mandated Jurisdiction pursuant to this act. However, any additional worst or modifications to the project may require a permit. It is your responsibility to notify this office, in writing, if such additional work or modifi.catioas are Contemplated. Very truly yours, Alternate Regional Permit Administrator nrP 1. C E . ...,,��.._......�,,.,.._,.�,�.�.,..��_�-._._...__......... ... ..... . ,�J �(` . MAY 1 2 2003 Southold Town Planning Board 05,,1 2k)03 13.28 i tiX 631 852401 SCDPW PERMITS 71AFFIC Z002/002 COUNTY OF SUFF OLD: lob- 141- ROBERT J.GA�FNEY', £"JFFOLK COUNTY FXE[CUTIVE DEPARTMENT OF PUBLIC WORKS • I Rice m?J.LA.VALLE,P,E, CHARLES J.BAkTNA,P.M. LEs c A.MITCHEL CHIEF DEPUTY C'7MMISSIONM COMMISSIC' ER DEPU'Y GWMMI8SI4NSFR i I h-Sa- ; 14,2003 ' I Breezy Sound Corp. 38 oa.t,Street,• � Patchogue,NZY 117 2 RE: CR 48,Middle Road,Southold Gentlelrcn: Tlu:; Department 'has reeeired your recent plan/for the high way in ar:d/or traffic mitigation submitted to us by Barrtm, Bonaci & Van Y'veeie, dated ,AugusL 2, 2003 $x the above-referenced development. 1 Nve are in conceptual agreement,%ith the ntigation measurf-a'proposed=d aelievu that all patties involved are wo--Idtg diligently toward a resolutior_'that will not compromise the'public sal,ety on this County road- We thereby,have no objeotioo to the Town issuing sit&.pion Lpprovel. However,by copy of this letter,.Ve a:s advising the townNillage ndt to iss ie any Ce tifzcams of Occupancy until ah of our Highway Work Permit requirements have been constracted azd installed to our satisfaction. Should` :ou have ary additional questions,please feel free to call fnia;•office at(631) 853.4100. I Very truly yours. i William S. Shannon,F.E. Chie,''Engii eer WSS:MPC:dm � • Cc: Victor Luplatte;:ier,Planning Department,Town'of Southcid Kevin Walsh,Barrett,Borlaci&s Van Weele I MAY 12 2003 SoutholSUPFOLK COUNT'V IS AN EQUAL OPPORTUNIT'.'/Ar✓--iRMATIVE.ACYIo EMPLOYERlann planning Board Town, t6 '(63Uas - M:3S iAPHANKAVENUE ii i YNPHANK,N.Y. IISO* ■ FAxWO1)882-4IB4 SveF �g�FfO(�►� o� o BS o� Gyp W 2 Town Hall,53095 Main Road 0 • Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 ��.� `�►a BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Bennett Orlowski, Planning Board Chairman FROM: Michael J. Verity, Building Department DATE: May 10, 2003 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Breezy Sound Hotel/Motel Location: 61475 County Route 48, Greenport SCTM# 1000—Section 45 - Block 01- Lot 2.1 Date: April 9, 2001 Revised Date: August 2, 2002 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 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 USE Hotel/Motel IS/ARE A PERMITTED USE BY SPECIAL EXCEPTION BY THE BOARD OF APPEALS, IN THIS RR DISTRICT AND IS SO CERTIFIED. * Certification subject to curb cut approval (239 fl, special exception, SCWA approval and Greenport Sewer District approval. Michael J. Veribf Principal Building Inspector o '� SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 27, 2001 The ARC met at Town Hall at 4:00 p.m.. Members present were: Garrett A. Strang, Co-Chairman. Robert I. Brown, Co-Chairman Theodore Carpluk, Southold MAR - 1 200.1 Herbert Ernst, Southold Howard G. Meinke, Cutchogue Southold Town Yan Rieger, Orient Planning Board Hanauer, Matituck Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff as well as Patricia.C. Moore, Attorney, and Douglas Herrlin, Architect, for Breezy Sound .Motel. Moved by Garrett A..Strang and seconded by Howard Meinke, it was RESOLVED to APPROVE the MINUTES of the meeting of Febrdary.1, 2001'. Vote of the Committee: Ayes.All.. BREEZY SOUND MOTEL (North Road - Greenport) Discussion with Mrs. Moore and Mr. Herrlin about the open items from the pre-submission meeting of February 1 brought the following conclusions: PARKING - Inasmuch as the location of the parking places cannot be moved,.the natural landscaping.will be enhanced to fully buffer the visual impact from the road. SIDING - To be Hardy Plank rather than vinyl. COLORS - Fascia, trim, railings and exterior doors(6 panel) to.be white. All buildings, including the office, to be driftwood gray with rustic Virginia slate roof color. CASINGS -Those,surrounding both doors and windows to be 3 inches wide. ROOF PITCH - To be 6 in.1.2, If the reduction in ceiling:height from 10 to 9 feet is not sufficient to meet.the recommendation of building:height by the environmental consultant, ceiling heights could be further reduced to 8 feet or semi-cathedral ceilings could be used on the second floors with an 8 foot plate. ROOF VENTS - To be of a color to match the roof and placed on the north side to the extent possible. SCREEN PLANTINGS - To be used to minimize the visual impact of the air conditioning compressors and the gas heat side wall vents. SLIDING TERRACE DOORS - Grills to be used on those facing south but not to the north. UTILITIES - Although not discussed, the Committee assumes that these will be buried and that rooms in the basements will be used to house the meters. LATER = Signage submission as well as catalogue cuts and location of the exterior lighting. Based on the above, it was MOVED by Garrett Strang and seconded by Howard Meinke to RECOMMEND APPROVAL of the project. Vote of the Committee: Ayes All, Robert W. Keith -Secretary U COUNTY OF SUFFOLK 46F_ ROBERT J.GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS February 27,2001 CHARLES J. BARTHA, P.E. COMMISSIONER Town of Southold Planning Board Office . Town Hall,53095 State Rte.25 P.O.Box 1179 Southold,NY 11971-0959 Attn: Carol Kalin,Planning Board RE: CR 48,Middle Rd.-Breezy Sound SCTM#1000-45-1-2.1 1ftT _,W*'1 r Now Gentlemen: This Department has reviewed the above-referenced site plan. Specifically note that: This Department's acceptance of the Town as lead agency,pursuant to Part 617,Article 8(SEQRA),in no way waives the County's rights pursuant to 239F of the General Municipal Law and Section 136 of the Highway Law. A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way. Before a permit is issued by this Department for these improvements,documentation pursuant to Section 239F of the New York"State General Municipal Law must be forwarded to us from the Town Building Department for our review and comments. The access to this site should align opposite the existing easterly driveway to the senior citizens complex on the south side of CR 48 opposite this site. If you have any questions,kindly contact this office at 852-4100. Very truly yours, William S.Shannon,P.E. Chief Engineer By. M.Paul Campagno a Permits Engineer WSS/MPC/ln SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y. 1 1980 ■ FAX(631)852-4150 SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 27, 2001 The ARC met at Town Hall at 4:00 p.m.. Members present were: Garrett A Strang, -A. St a g, Co Chairman Robert I. Brown, Co-Chairman Theodore Carpluk, Southold MAR - `I 2001 Herbert Ernst, Southold Howard G. Meinke, Cutchogue Southold Town Yan Rieger, Orient Planning Board Sanford Hanauer, Matituck Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff as well as Patricia C. Moore, Attorney, and Douglas Herrlin, Architect, for Breezy Sound Motel. Moved by Garrett A..Strang and seconded by Howard Meinke. it was RESOLVED to APPROVE the MINUTES of the meeting of February 1, 2001. Vote of the Committee: Ayes All., BREEZY SOUND MOTEL (North Road - Greenport) Discussion with Mrs. Moore and Mr. Herrlin about the open items from the pre-submission meeting of February 1 brought the following conclusions: PARKING - Inasmuch as the location of the parking places cannot be moved, the natural landscaping will be enhanced to fully buffer the visual impact from the road. SIDING - To be Hardy Plank rather than vinyl. COLORS - Fascia, trim, railings and exterior doors(6 panel) to be white. All buildings, including the office, to be driftwood gray with rustic Virginia slate roof color. CASINGS -Those,surrounding both doors and windows to be 3 inches wide. ROOF PITCH - To be 6 in.1.2. If the reduction in ceiling height from 10 to 9 feet is not sufficient to meet,the recommendation of building, height by the environmental consultant, ceiling heights could be further reduced to 8 feet or semi-cathedral ceilings could be used on the second floors with an 8 foot plate. R�F�/ENTS - To be of a color to match the roof and placed on the north side the extent pos ' 4e. SCREEN PLANTINGS - To be used to minimize the visual impact of the air conditioning compressors and the gas heat side wall vents. SLIDING TERRACE DOORS - Grills to be used on those facing south but not to the,north. UTILITIES - Although not discussed, the Committee assumes that these will be buried and that rooms in the basements will be used to house the meters. LATER - Signage submission as well as catalogue cuts and location of the exterior lighting. Based on the above, it was MOVED by Garrett Strang and seconded by Howard Meinke to RECOMMEND APPROVAL of the project. Vote of the Committee: Ayes All. PECONIC BAY VINEYARDS (Main Road - Cutchogue) The Committee reviewed the conditions stipulated in its meeting of August 29, 2000. The location of roof penetrations, screening of air conditioning compressors, burying of utilities, external lighting fixtures and colors of siding and signage were all satisfactory. Moved by Robert Keith and seconded by Yan Rieger, it was RESOLVED to RECOMMEND APPROVAL of the project. &'ml Utl" Robert W. Keith Secretary / Igo�W L INTER-DEPARTMENTAL MEMO TO: Planning Board, Lead Agency FEB 2 8 2001 FROM: Gerard P. Goehringer, ZBA Chairman ®���®�d ®�� DATE: February 27, 2001 SUBJECT: Breezy Sound Shores Planning Board, It is recommended that applicant submit the following additional information. The application has been inactive for more than 18 months, and survey and field notations is shown to be more than ten (10) years old. a) Submit a new survey showing improvements to property (foundations, excavations, etc. and distances to all property lines, retaining walls, bluff lines and Coastal Zone boundary lines; b) Coastal Zone Management line must be determined and shown. c) Amount of erosion between 1991 and present. d) Measures which will be offered to control erosion. e) New site plan showing exact number of units. Present site plan received 11I00 shows 69 units, modified after the former DEIS was addressed in 1992. f) Top of bluff line does not appear accurate with the current physical conditions at the site. PLANNING BOARD MEMBERn OSVFFO��-C BENNETT ORLOWSKI,JR. 0� �G Town Hall, 53095 State Route 25 Chairman � P.O.Box 1179 WILLIAM J.CREMERS O Southold,New York 11971-0959 KENNETH L.EDWARDS Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. O Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 14, 2001 Mr. Ken Dantzig Permits Division Suffolk County Dept. of Public Works 335 Yaphank Avenue Yaphank, NY 11980 Re: Breezy Sound SCTM#1000-45-1-2.1 Dear Mr. Dantzig: Enclosed please find a site plan for the above-referenced project, as requested per our telephone conversation. Please don't hesitate to call if we can be of further assistance. Very truly yours, ea/,6- /) Carol Kalin Planning Board encls. PLANNING BOARD MEMBEHs BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman � P.O. Box 1179 WILLIAM J. CREMERS O Southold, New York 11971-0959 KENNETH L.EDWARDS � Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Oy �� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review Committee. The Board has accepted the report, and is sending it to you for your information. If you have any questions, or require assistance, please contact this office. ncer y be G. Kassner Site plan Reviewer Cc: Garrett Strang, Robert Brown, Co-Chairman, Architectural Review Committee SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE , February 1, 2001 The ARC met at Town Hall at 4:oo p.m.. Members present were: Garrett A. Strang, Co-Chairman Robert I. Brown, Co-Chairman Howard G. Meinke, Cutchogue Yan Rieger, Orient Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff and Patricia C. Moore, Attorney, for Breezy Sound. Moved by Garrett A. Strang and seconded by Howard Meinke it was RESOLVED to APPROVE the MINUTES of the meeting of December 14, 2000. Vote of the Committee: Ayes All. BREEZY SOUND MOTEL (North Road - Greenport) Pre-Submission Ms. Moore described a 68 unit, five building motel with an exterior of white Hardy Plank with white trim and doors and a black roof. The Committee requested information about the material and color of the railings and entrance doors, the use of grills on the terrace doors, the location of mechanicals, the style and location of exterior lighting, the material, color and location of roof penetrations, the type of heating system and venting, and later, the signage. The Committee asked that consideration be given to a break-up and move of parking to make it less visible from the road, the use of casings around the windows, a reduction of the color contrast between the black roof and white siding, and an increase in the roof pitch to 5 or 6. STEVE PAWLIK STORAGE BUILDING (Sound Avenue - Mattituck) It was noted that the roof pitch had been changed to meet the recommendation of the Committee. Z l Robert W. Keith PLANNING BOARD MEMBERS ®$��F��/�' P.O. Box 1179 BENNETT ORLOWSKI,JR. .Chairman eo �� Town Hall, 53095 State Route 25 cz = Southold, New York 11971-0959 RICHARD CAGGIANO c* Telephone (631) 765-1938 WILLIAM J. CREMERS ® Fax (631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 12, 2003: The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 8, 2002; and WHEREAS, the Zoning Board of Appeals granted a Special Exception (Application No. 4942) on March 20, 2003 to establish a 69 unit motel with kitchenettes for rental on a daily or weekly basis and required that the resort motel be closed from January 15th through March 15th of each year; and a Breezy Sound — Page Two — 5/13/03 WHEREAS, the Southold Town Board of Trustees approved a Wetlands Permit on November 27, 2001, and revised on January 7, 2002, identifying a freshwater area and establishing a 50 foot non-disturbance area from the flagged area, and a 50' non- disturbance buffer on top of the bluff line; and WHEREAS, on March 20, 2001, the Architectural Review Committee reviewed and approved the proposed site plan design elements; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval, including the requirement that the Town Engineer perform a final inspection of the interior roads and parking areas prior to issuance of the final Certificate of Occupancy; and WHEREAS, this site plan, dated October 3, 2001, and last revised August 2, 2002, was certified by the Building Inspector on May 10, 2003; and WHEREAS, the applicant hereby agrees and understands that if the site plan which receives stamped Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised "site plan application and review its conditional approval, and WHEREAS, on May 1, 2003, the applicant signed a statement agreeing not to object to a new public hearing and Planning Board review of the revised application; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant conditional final approval on the surveys, dated October 3, 2001,.and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, �-� Bennett Orlowski, Jr. Chairman PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel:(631)765-4330 Fax::(631)765-4643 May 6, 2003 Mr. Bennett Orlowski, Jr. , Chairman Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 RE : Breezy Sound Corp. Proposed Site Plan SCTM: 1000-45'1-2 . 1 Dear Chairman Orlowski : Enclosed please find Affidavit of Posting, Affidavit of Mailing with six (6) Certified Mail Receipts and five (5) signed green cards for the above referenced matter. Very truly yours, hvx L-C.a Cn', Patricia C. Moore PCM mm Enclosures E D MAY - 7 W Southold Town Planning Board • AFFIDAVIT OF POSTING h4 it^ f -se-Fv�p,etiGe-I'11Ct-4e4:Se-tQY G.ted 61475 County Road 48 Green port, New York by placing the Town's official pos got ces(s) within 10 feet of the front property.. line facing the street e`it can be easily seen, and that I have checked to be sure the as remained in place for seven days prior to the date.of the public I have sent notices, by certified mail, the receipts of which are attached, to the owners of record of every property which abuts and every property which is across from any public or private street from the above mentioned property on .April 29, 2003 Melissa McGowan Your name (print) Signature 555 Marlene Lane, Mattituck, New York 11952 Address April 29, 2003 Date Nota Public MAPGARET C. RUTKOWSIG Noiary Pl.ab+ic, Stai.:of NOW York P.io. +982528 Qualified in Suffolk County OL O a 7 Commission Expires June 3. PLEASE RETURN THIS AFFIDA l/I T AND CERTIFIED MAIL RECEIPTS ON THE DA Y OF, OR AT THE PUBLIC HEARING Re: Proposed site plan for Breezy Sound SCTM#:1000-45-1-2. 1 MAY _ Date of Hearing: Mon. , May 12, 2003, 6:15 p.m. Southold Town Planning Board AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 61475 County Road 48, Greenport, New York by placing the Town's official poster notices(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 May 12, 2003 , owners of record of every property which ab perty which is across from any public or -eet•f om the above mentioned property -ca^ Patr'.e-ra Moore CY ur name tint) - ignatu re 370 Terry Lane, Southold, New York 11971 Address April 28, 2003 Date Notary Public MELISSA MCGOWAN Notary Public,State of New York No.4995913 oualified in Suffolk County Commission Expires May 4,2b L' PLEASE RETURN THIS AFFIDA W T AND CERTIFIED MAIL RECEIPTS ON THE DAY OF OR AT THE PUBLIC HEARING Re: Proposed site plan for Breezy Sound rWM C E E SCTM#:1000-45-1-2.1 Date of Hearing: Mon. , May 12, 2003, 6: 15 p.m. AY - 2003 Southold Town Planning Board I i COMPLETE / 17 Complete items 1,2,and 3.Also complete A. C item 4 if Restricted Delivery is desired. X SENDER: • / • • • DELIVERY ■ Print your name and address on the reverse . so that we can return the card to you. ■ Complete items 1,2,and 3.Also complete A. Si nature ■ Attach this card to the back of the mailpiece, B. F item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse g or on the front if space permits. D I so that we can return the card to you. Addressee 1. Article Addressed to: 11 ■ Attach this card to the back of the mailpiece, �eived by(PrintedNam�) C. Da e of elivery or on the front if space permits. .4 EE Bang & others 1. Article Addressed to: D. Is delivery addres.1 different from item 1? Yes P.O. Box 445 - _ If YES,enter delivery address below: ❑ o Greenport, NY 11944 i John Siolas and Catherine ou ti P.O. Box�l� 3. ; 190 Central Drive P��t�TTITUCK NY 11952 � Mattituck, NY 11952 3. Service Type Q ®Certified Mail ❑ Express Mail 4. f —.../� ❑ istered ❑ Return Receipt for Merchandise i 2. Article Number C/ ured Mail ❑ C.O.D. (transfer from service bell 70Restricted livery?y� ry. (Extra Fee) ❑Yes , PS Form 3811,August 2001 Domestic Return Ri 2. Antic e bet (transfer from service abeq. _ 7 0_],' 51 0 0 0 0`2 9 6 0 3 PS Form 3811 August 21J01 T f t o r m Domestic Return Receipt;...,i p 102595-01-M-2509! Ln frl D. Is deli ry address different from item 1? es O Postage $ 37 �,a =5__,� 1. Article Addressed to: If YES,enter delivery address below: ❑ No jQ- Certified Fee a,?� San Simeon by the Sound +ru Return Receipt Fee �� PoHerel P.O. BOX 2122 (Endorsement Required) Greenport, NY 11944 Restricted Delivery Fee �g, 0 (Endorsement Required) 3. Service Type �i Total Postage&Fees $ ®Certified Mail El Express Mail Lrt ti7 ezy ❑ Registered ❑ Return Receipt for Merchandise Sent To '' El Insured Mail ❑ C.O.D. San Simeon by the`•So---- ----et,Apt.N 4. Restricted Delivery?(Extra Fee) ❑Yes o Street,Apt.No.; i 7 or PO Box No. P.O. BOX 2122 _..;---------------------------------------•---------•------------------•-•--� 2. Article Number ` City,State,ZIP+4 I 7001 2510 0002 9603 5551 Greenport, NY 11944 (Transfer from service label). . ... . . . .:oe ee . k-_ ° PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509! n tom' •—�P; � tom-Br6eaz v Sc Ll Sent To 6'""5 t Artl Ddelive address different from item i? ❑Yes John Siolas a&:q atheritte 1 icleAddressedto: Si�eet,Apt.No.; e r --- '0 - If YES,enter delivery address below: ❑ No or PO Box No. 190CCentral Dr'I-,ve San Simeon by the Sound - ------------------------------------ t 1: P.O. Box 2122 i City,State,ZIP+4 Mattituok, NY 119�52-= Greenport, NY 11944 ILBoxNo. tsreez Rose McCann I 3. Service Type ------------------------------------------------•-------------• M Certified Mail ❑ Express Mail o.; . 18 Wi 1 s on Street I ❑ Registered ❑ Return Receipt for Merchandise P+4 ❑ Insured Mail ❑C.O.D. Hartsdale, NY105304. Restricted Delivery?(Extra Fee) Yes ee t _ 2. Article Number i Sent To I. (Transfer from service label). . . .7 0:01- . 2 510 0002 9603 5568 San Simeon by the Soundj• • 102595-01-M-2509 sireei,-A-pG No.; -- -----------------------------------------------} PS Form 3811 August 2001 Domestic Return Receipt or PO Box No. P.O. $O X 2122 ' �I City,State,ZIP+4 -----------P------------------------------------------;1. ArticTe Addressed to: Greenport, NY 11944 If YES,enter delivery address below: ❑ No i Jerad Motel PS Form ee January.R001 21695 Soundview Avenue Sent To EE Bang & others NY 11971 Street,Apt.No.; -------------------------------------------------- orPOBoxNo. P.O. Box 445 Cit ----------------- -------------•------ 3. Service Type y,State,ZIP+4 Greenport, NY 11944 El Mail Express Mail e e e o :-_ ❑ Registered ❑ Return Receipt for Merchandise Sent To ❑ Insured Mail ❑C.O.D. � >>''r ts-��l Jerad Mote lJ� � ,x� 4. Restricted Delivery? Fee) ❑Yes --------------- ------------------------ ---------- . Street,Apt.No.; `y 1,• 2. Article Number or Po Box No. 216 9 5 S oundv i"ew_Avettu a (1Yansfer from service labe, 7 0 O 1 2 510 0002 9603 5605 City,State,ZIP+4 Southold, NY 11971 ; PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509• PLANNING BOARD MEMBERS P.O. Box 1179 BENNETT ORLOWSKI,JR. �O Chairman = Gy� Town Hall, 53095 State Route 25 y - Southold, New York 11971-0959 RICHARD CAGGIANO C Telephone (631) 765-1938 WILLIAM J.CREMERS O Fax(631) 765-3136 KENNETH L.EDWARDS y �� MARTIN H.SIDOR 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 in said Town on the 12th day of May, 2003 on the question of the following: 6:00 P.M. Public Hearing for the proposed site plan for Omnipoint Communications (A. Junge, owner of property). The property is located on the north side of CR 48, 750'west of Cox's Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-96-1-19.1 6:05 P.M. Public Hearing for the proposed minor subdivision of Edgar& Arlene Marvin. The property is located on the south side of Jackson Street, 431.57' west of Fifth Street in New Suffolk, Town of Southold, County of Suffolk; State of New York. Suffolk County Tax Map Number 1000-117-10-9 6:10 P.M. Public Hearing for the proposed set-off for Bayview Overlook at Southold (Hurtado). The property is located on the north side of North Bayview Road, approximately 600' east of Reydon Drive in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-79-5-20.13 6:15 P.M. Public Hearing for the proposed site plan fo Breezy_Sound (�reezy Sound Corp.). The property is located on CR 48 in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-1-2.1 6:20 P.M. Public Hearing for the proposed lot line change for Keith Scott Morton and Pasquale A. Gemma. The property is located north of King Street, 320+' west of the intersection of King Street and Old Farm Road in Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-25-4-11.6 & 1000- 26-1-32.1 6:25 P.M. Public Hearing for the proposed lot line change of Barbara & Robert Raacke. The property is located south of Westphalia Avenue in Mattituck, Town.of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-113-13- 18 & 19 Legal Notice — Page Two —4/22/03 Dated: 4/22/03 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Bennett Orlowski, Jr. Chairman PLEASE PRINT ONCE ON THURSDAY, MAY 1, 2003 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE, THANK YOU. COPY SENT TO: The Traveler/Watchman P.O. Box 1179 53095 Route 25 Southold, NY 11971 1 Southold • Phone: (631) 765-1938 Planning Board Fax: (631) 765-3136 E-Mail: planning@southold.org To: Traveler/Watchman From: Valerie Scopaz/Carol Fax: 765-1756 Pages: 2 Phone: 765-3425 Date: 4/22/03 Re: Legal Ads for 5/1/03 Edition CC: Urgent For Review Please Comment Please Reply As Requested Please print the following legal ads in the 5/1/03 edition. Thanks. 5112/03 Regular Meeting: 6:00 p.m. Omnipoint Communications Site Plan 6:05 p.m. Marvin Minor Subdivision 6:10 p.m. Bayview Overlook Set-Off 6:15 p.m. Breezy Sound Site Plan 6:20 p.m. Morton/Gemma Lot Line Change 6:25 p.m. Raacke Lot Line Change Kindly acknowledge rec ipt by signing below. Received y�---� Date: 1 C PLANNING BOARD MEMBERS OS�FFO(,�C �. QG BENNETT ORLOWSKI,JR. P.O. Box 1179�O Chairman 'f'� Town Hall, 53095 State Route 25 o - Southold, New York 11971-0959 RICHARD CAGGIANO W Telephone (631) 765-1938 WILLIAM J.CREMERS O Fax(631) 765-3136 KENNETH L.EDWARDS y o� MARTIN H.SIDOR 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 in said Town on the 12th day of May, 2003 on the question of the following: 6:00 P.M. Public Hearing for the proposed site plan for Omnipoint Communications (A. Junge, owner of property). The property is located on the north side of CR 48, 750' west of Cox's Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-96-1-19.1 6:05 P.M. Public Hearing for the proposed minor subdivision of Edgar & Arlene Marvin. The property is located on the south side of Jackson Street, 431.57' west of Fifth Street in New Suffolk, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-117-10-9 6:10 P.M. Public Hearing for the proposed set-off for Bayview Overlook at Southold (Hurtado). The property is located on the north side of North Bayview Road, approximately 600' east of Reydon Drive in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-79-5-20.13 6:15 P.M. Public Hearing for the proposed site plan for Breezy Sound (Breezy Sound Corp.). The property is located on CR 48 in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-1-2.1 6:20 P.M. Public Hearing for the proposed lot line change for Keith Scott Morton and Pasquale A. Gemma. The property is located north of King Street, 320+' west of the intersection of King Street and Old Farm Road in Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-25-4-11.6 & 1000- 26-1-32.1 , 6:25 P.M. Public Hearing for the proposed lot line change of Barbara & Robert Raacke. The property is located south of Westphalia Avenue in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-113-13- 18 & 19 Legal Notice — Page Two —4/22/03 Dated: 4/22/03 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Bennett Orlowski, Jr. Chairman 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 22nd day of April, 2003 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 5/12/03 Regular Meeting: 6:00 p.m. Public Hearing for the proposed Site Plan for Omnipoint Communications SCTM#1000-96-1-19.1 6:05 p.m. Public Hearing for the proposed Minor Subdivision for Edgar & Arlene Marvin SCTM#1000-117-10-9 6:10 p.m. Public Hearing for the proposed Set-Off for Bayview Overlook at Southold SCTM#1000-79-5-20.13 6:15 p.m. Public Hearing for the proposed Site Plan for Breezy Sound SCTM#1000-45-1-2.1 6:20 p.m. Public Hearing for the proposed Lot Line Change for Keith Scott Morton and Pasquale A. Gemma SCTM#1000-25-4-11.6 & 1000-26-1-32.1 6:25 p.m. Public Hearing for the proposed Lot Line Change for Barbara & Robert Raacke SCTM#1000-113-13-18 & 19 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �a day of , 2003. Notary Public LIB DAJ COOPER Notary Public,State of Now Fork No.48,22563,Suffolk County. Terri Elpiros Deceffeber 31,,��Oy PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. Q�' �G P.O. Box 1179 Chairman =� �'� Town Hall, 53095 State Route 25 o - Southold, New York 11971-0959 RICHARD CAGGIANO CA �? Telephone (631) 765-1938 KENNETH L.WILLIAM J.CREMERS � � Fax(631) 765-3136 MARTIN H.SDIDORDS Oy�O,( �aQ� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 15, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 14, 2003: . RESOLVED that the Southold Town Planning Board set Monday, May 12, 2003, at 6:15 p.m. for a final public hearing on the maps, last revised August 2, 2002. Please refer to the enclosed copy of Chapter 58, 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 Hall. 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, May 9th. 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. Very truly yours, c. Bennett Orlowski, Jr. Chairman encl. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notices(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 r I have sent notices, by certified mail, the receipts of which are attached, to the owners of record of every property which abuts and every property which is across from any public or private street from the above mentioned property on . Your name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT AND CERTIFIED MAIL RECEIPTS ON THE DAY OF OR AT THE PUBLIC HEARING Re: Proposed site plan for Breezy Sound SCTM#:1000-45-1-2.1 Date of Hearing; Mon, . May 12, 2003, 6: 15 p.m. 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#1000-45-1-2.1; 3. That the property which is the subject of this application is located in the RR Zoning District; 4. That the application is for a 68-unit motel complex. The property is located on CR 48 in Greenport; 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 3 p.m. 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, May 12, 2003 at 6:15 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 Traveler/Watchman, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Breezy Sound Corp. Date: 4/21/03 NOTICE OF PUBLIC HEARING § 58-1 Chapter 58 NOTICE OF PUBLIC HEARING § 58-1. Providing notice of public hearings. [HISTORY: Adopted by the Town Board of the Town of Southold 12-27-1995 as L.L. No. 25-1995'. Amendments noted where applicable.] §58-1. Providing notice of public hearings. Whenever the Code calls for a public hearing, this section shall apply. Upon determining that an application is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon.The board or commission reviewing an application shall provide,for the giving of notice: A .By causing 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. 'By requiring the applicant 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 abuts,.giving notice of the- application, 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 ten (10) feet from the property line. The.sign shall be displayed for a period of not. less than seven (7) days Immediately preceding the elate of-the public hearing. The.app Ieant or.his/hW_ag�ent shall file an affidavit-that s/he has complied with this provision. C. By requiring the applicant 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. 5801 § 58-1 SOUTHOLD CODE § 58-1 from the property included in the application. Such notice shall be made by certified mail, return receipt requested, posted at least seven (7) days prior to the date of the initial public hearing on the application and addressed to the owners at the addresses listed for them on the local assessment roll. The applicant or agent shall file an affidavit that s/he has complied with this provision. e. 5802 BREEZY SOUND CORPORATION BREEZY SOUND 1 000 -45 - 1 -2 . 1 Site plan for a 68 =unit motel complex. 410N . MAY 12 , 2003 - 6 : 15 P . M . SENT BY: MOORE LAW' OFFICE; 631 765 4640; APR-17 03 10:52AM; PAGE 1 12 r PATRICIA C.MOORE Attorney a[Law 51020 Main Road Southold,N.Y. 11952 Tel: (631)765-4330 Fax:(631)765-4643 Margaret Rutkowski Secretary PApri'_ 16, 20O3 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P .O.Box 1179 Sout Re: Sitc plan for Breezy Sound C:R 48, Greeriport , NY ar Mr. o rl ov;ski and Boa T am in receipt of a letter dated April 7, 2003 from James A. Richter, R.A. ; Town Engineer. r have reviewed the Town Code with regard to the consideration of a construction bond. The Town Code at eection 100-259 C. (k) authorizes the beard to require a "Guaranty of Performance" for "public improvements" . "Public Improvements" would be such improvements as Town Roads or public utilities. The proposed project will have one looped internal driveway providing a common access to the five buildings. J'aa e Richter uses Peconic Landing as an example of where a band was pasted. However, Peconic Landing has, as you know, 250 residential units consisting of ill freestanding (2 to 3 bedroom) cottages, 139 (2 to 3 bedroom) apartments, a Nursing Horne with 28 assisted living bed.-, and 4d skilled nursing beds, and recreational building. The construction of 250 residential units on 144 acres necessitated the posting of a bond . The scope of the Breezy Sound project does 8CNT BY: MOVE LAVI OFFICE; 634 765 4640; APR-17-03 10:.53AM; PAGE 2/2 not equate to the scope of the Peconic Landing project. The entire project is a private development wherein no C.O. is issued until the improvements shown on the site plan are completed. The Building Permit fee will more than cover the "administrative" cost of building department inspections. The Healch Department is in the final review of the project. Approval of this site plan will be conditioned on Health Department approval . In the event that a Sewer Connection is undertaken we will obtain whatever approvals may be required. Thank you for scheduling the hearing for May 12, 2003 . if you have any other questions or. concerns I would be pleased to meet with the Board. Very,._trayly yours, �-•P'at.ricia C. Moore cc: Breezy Sound Corp. (A- APPEALS BOARD MEMBERS ®$OFFO(�C� (raj �® Southold Town Hall Lydia A. Tortora, Chairwoman c �1 53095 Main Road Gerard P. Goehringer y P.O. Box 1179 George Horning iP .� Southold,New York 11971-0959 Ruth D. Oliva l ®� ZBA Fax(631)765-9064 Vincent Orlando O! jo �a Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD April 8, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Appl. No. 4942 — Breezy Sound Corp. (Special Exception) Dear Enclosed please find a copy of the Board's determination regarding the above application. Please be sure to follow-up with the Planning and Building Departments for the next step in the zoning reviews and application process. An extra copy of this determination should be made available to the Building Department at the time of submitting your maps and any other required documentation to assist their offices in the next steps. Very truly yours, �n ,t A , Llnda�owalski Enclosure Copy of Decision to: Building Department I� r� n11 2 Planning Board VU® E � V t5 APR 1 1 2003 Southold Town T �+ �� � RE, E Planning Board — — ---_ `F I spa t APR 0 2003 # APPEALS BOARD MEMBERS `- O�Og11fF0(�-� hy, OGy Southold Town Hall Lydia A. Tortora, Chairwoman o 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 George Horning O .F Southold,New York 11971-0959 Ruth D. Oliva y�lJ O� ZBA Fax(631)765-9064 Vincent Orlando �a Telephone (631)765-1809 http://southol*Mlyjg&rk.net BOARD OF APPEALS 3; pin TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20, 2003 Appl. No. 4942-,BREEZY SOUND CORP. SoUtltopfl Town Clem Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-61 B(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by.Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02, PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application .on October 17, 2002 and January 16, 2003, 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: CODE PROVISION: Code Section 100-61 B(4) provides that the following are permitted by Special Exception approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five(5)acres. (b)The maximum number of guest units shall be: [1] One(1)unit per six thousand (6,000)square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land with public water and sewer. (c) No music,entertainment or loudspeaker system shall be audible from beyond the property line. (d)The maximum size of a guest unit shall be six hundred(600)square feet. Page 2—March 20;2003 y Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C.- That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the Resort Motel use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance: F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and on the basis of testimony presented, materials submitted and personal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-61 B(4) and finds that the applicant complies with the Code requirements, and that: 1.. The proposed Resort Motel is required to be built on a minimum of five acres. Breezy Sound Shores Corp. has seven acres located on County Route 48. The proposed project is bounded on the east by a motel and a condominium, and on the west by a motel. The site is located across from the San Simeon Nursing Home on County Route 48, and to the north of the site is a bluff overlooking Long Island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Town Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water and sewer. When both are available, one unit per four thousand square feet is allowed. The applicant has permission from the Suffolk County Water Authority to hook up to public water. Breezy Sound Shores Corp. also has obtained approval for a chromoglass system from the Suffolk County Board of Health for sewer disposal or Page 3—March 20,2003`` Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond ,the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to show that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the 'Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and regulations of the complex. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit during the prime season. The units are to be placed in a rental pool and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4—March 20,2003 Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport then occupy the unit in accordance with the rules and regulations established by the Board of Managers. ` 4. The Resort Motel will be closed from January 15th through March 15th of each year. 5. The units shall not be.occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be individually rented. 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. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and t Oliva. (Absent was: Member Horning of Fishers:-,1sland.) This Resolution was duly adopted (4-0). Lydia ortora, Chairwoman—Approved for Filing 4/ /03 SUFFo�� JOSHUA Y. HORTON ��° c°may JAMES A. RICHTER, R.A. SUPERVISOR y ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765-1366 Tel.(516)-765-1560 411 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Bennett Orlowski, Jr. April 7, 2003 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Breezy Sound Motel —Site Plan Review SCTM #: 1000—45—01 —2.1 Dear Mr. Orlowski: As per your request, I have reviewed the latest site plan submission for the above referenced project. The grading, drainage & utility plan with a revision date of 8/2/02 has been reviewed for compliance with Town Code and more specifically with regard to road and drainage site improvements. The drainage calculations and the proposed drainage design as indicated on this plan, meet the minimum requirements of Southold Town. At this time I would like to bring your attention to two items that may require additional consideration due to the scope and size of the proposed construction. The first item I would address is the need for a Construction Bond. Should the.developer be required to establish a Bond? Peconic Landing was basically a Site Plan and that developer was required to post a construction bond. This project is fairly substantial and will require a considerable amount of time to inspect the installation of road &drainage systems. The administration fee associated with a bond would provide funding for the necessary inspections as well as pay for some of the administrative costs associated with the review of this project. Secondly,the installation of a sewer main requires an approval from the Village of Greenport to connect to their system. It item may also require Southold Town Board approval to allow for the expansion of the Sewer District within Town Limits. Greg Yakaboski should be asked to review this issue. The construction of the proposed sewer system will also require inspections. As in the case of Peconic Landing,the inspections were performed by the Village or their consultant. If the Village is to provide inspections services for the new sewer system within this project, please send my office a memo for my files. If you have any questions or would like to discuss this matter further,please contact my office. Si rely, James A. Ric ter, A. cc: Peter Harris JrAPR E 0 (Superintendent of Highways) i " 8 20 Southold Town Planning Board PATRICIA C. MOORE L- Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary March 21, 2003 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 Re : Site plan for Breezy Sound CR 48, Greenport, NY Dear Mr. Orlowski and Board: At the March 20, 2003 meeting of the Southold Town Zoning Board of Appeals the Special Exception was approved for the motel project . The site plan has been reviewed by your board and is ready for your approval . Please place this on your next work session to discuss any outstanding issues, we would respectfully request approval of the site plan immediately. If you have any questions please do not hesitate to contact me . Vex- u y yours, atricia C. Moore .Y. PLANNING BOARD ORLOW B BMEM MEMBERS ��®SVFFO(�cOG p,0. Box 1179 Chairman �� 'f'� Town Hall, 53095 State Route 25 o =� Southold, New York 11971-0959 RICHARD CAGGIANO COD Telephone (631) 765-1938 WILLIAM J.CREMERS O ® �'KENNETH L.EDWARDS Fax(631) 765-3136 ®� MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: March 21, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan ReviewerL5j"' Re: Site Plan Certification for Breezy Sound Motel 61475 CR 48 Greenport, N.Y. SCTM: 1000-45-1-2.1 Zone: RR In reference to the above, attached you will find a revised site plan. Please review for certification. The application is tentatively set for final approval at the Planning Board Meeting on 4/14/02. Thank you in advance. Cc: file, vl Enc.: 1 Site plan prepared by Kevin Walsh, dated 08/02/02 and received by the Planning Board 08/12/02 PLANNING BOARD MEMBM" " �oSVFFO��CO P.O. Box 1179 BENNETT ORLOWSKI,JR. h�o Gy Town Hall, 53095 State Route 25 Chairman C 1 Southold, New York 11971-0959 RICHARD CAGGIANO W Telephone (631) 765-1938 WILLIAM J.CREMERS O Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR �,( `�►a PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: March 21, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer/3/0�- Re: Site Plan Certification for Breezy Sound Motel 61475 CR 48 Greenport, N.Y. SCTM: 1000-45-1-2.1 Zone: RR In reference to the above, attached you will find a revised site plan. Please review for certification. The application is tentatively set for final approval at the Planning Board Meeting on 4/14/02. Thank you in advance. Cc: file, vl Enc.: 1 Site plan prepared by Kevin Walsh, dated 08/02/02 and received by the Planning Board 08/12/02 I5 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary August 12 , 2002 Bennett Orlowski, Jr. , Chairman ' '��' (,��)I� QI ! Southold Town Planning Board Town Hall 1�,��� �� 53095 Main Road �-` AUG 1 2W, P.O.Box 1179 Southold, NY 11971 Sagt fold Town o r� PophRe : Site plan for Breezy Sound ��rllul IJ4Q ��'� �� CR 48, Greenport, NY Dear Mr. Orlowski and Board: Enclosed please find six prints of the final site plan. My client is anxious to proceed with final site plan approval for the resort motel project . As you know commercial projects are exempt from the Moratorium. The original special permit was granted, a building permit was issued, construction began, the zoning has not changed therefore the permit vested. We are awaiting the date of a hearing before the ZBA for a Special Permit with Kitchenettes . Nevertheless, The site plan is ready for your review and approval . If you have any questions please do not hesitate to contact me. .very trul yours, Patricia C. Moore cc : Zoning Board with final site plan Breezy Sound Corp. APPEALS BOARD MEMBERS OS�FFO(�-C Southold 1 Gerard P. Goehringer, Chairman � OG'y� 53 95Main Road Lydia A. Tortora co y Z P.O. Box 1179 George Horning � • Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando l �a Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD TOWN MEMO TO: Elizabeth A. Neville, Town Clerk FROM: Jerry Goehringer DATE: August 22, 2002 SUBJECT: ZBA Appl. No. 4942 — Breezy Sound Shores b The Departments of the Planning Board and Board of Appeals have an application pending by Breezy Sound Shores (located to the north of San Simeon By the Sound Nursing Home). The applicant-Breezy Sound is requesting approval of motel units, with kitchenettes, by Special Exception from the Board of Appeals, and Site Plan approval from the Planning Board. Inasmuch as the Town Board has adopted a moratorium on certain applications (certain Special Exceptions, site plans, subdivisions), and this application is for motels with kitchenettes, an Interpretation is requested for a determination as to whether or not a waiver is necessary from the Town Board. A SEQRA determination was issued by the Lead Agency (Planning Board in July 2002, and the next step with the applicant would be to obtain approval from other agencies (County Wastewater Management Division and S.C. Water Authority), and public hearing processing by Town Departments. Attached are copies of documents from our file which we hope will assist in your consideration. Thank you. Encls. 0000, AUG 2 2 2002 cc: Planning Board south®ldTOM I i .............................. B. [Amended 7-5-1989 by L.L. No. 13-1989; 8-1-1989 by L.L. No. 15-1989; 12-27-1994 by L.L. No. 30-1994; 2-7-1995 by L.L. No. 3-1995] Uses permitted by special exception by the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided and are subject to site plan approval by the Planning Board: (1) Any special exception use set forth in and as regulated by § 100-31B(1), (6), (7) and (13) of the Agricultural-Conservation District. (2) Marinas for the docking, mooring or accommodation of noncommercial boats. (3) Yacht clubs. (4) Transient hotels or motels, resort hotels or motels or conference facilities, provided that .� the following requirements are met: (a) Minimum parcel size shall be five(5) acres. (b) The maximum number of guest units shall be: [1] One (1) unit per six thousand (6,000) square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land with public water and sewer. (c) No music, entertainment or loudspeaker system shall be audible from beyond the property line. (d) The maximum size of a guest unit shall be six hundred (600) square feet. (5) Tourist camps as regulated by Chapter 88, Tourist and Trailer Camps, of the Town Code. (6) Freestanding restaurants. 1 PLANNING BOARD MEMBhR.S o�OS�FFQ�,�►co BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman co1 Town Hall,53095 State Route 25 WILLIAM J.CREMERS y 2 Southold,New York 11971-0959 KENNETH L.EDWARDS O Telephone(631) 765-1938 Fax(631) 765-3136 RICHARD CAGGIANO M'1 ARTi.J SboR,.Tip.. PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2002 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 8, 2002: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed please find a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman encl. . PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �`Z` G.y� P.O. Box 1179 Chairman .G Town Hall, 53095 State Route 25 WILLIAM J. CREMERS y Z Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone(631) 765-1938 c �nun_�ATT(LTTu r nmrrnr+ .. O�� • ®�`� Fax(631) 765-3136 RICHARD CAGGIANO .( `t► /rAoer,;.t S;tea¢,S►e. PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 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: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. 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. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. SEQR Negative Declaration - Page Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'Eplattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant SENT.- qV: MOORE; 631 765 �4643; JUN 4-02 13:59; PAGE 01 IRATPJCIA C.MOOS s Attorney at 1,kiw 51020 Main Toad Sout.hold,'N,Y, 11952 '1'el:o31)765.43,so Fax:(631)765-4643 Margaret Rutkowski Secretary June 4, .2oo2 Bennett CrloWgki, Jr, , Chairman Southold Town. Planning Beard Town i4all 53395 Maim Road P,Q.Box 1179 Southold., N'Y 1!.971 Att: Victor L'13p1attenier Re: Site j;lan for Breezy Sound CR 48, Ore(.nport, X-f Dear Victor: My client will be connecting to Greezaport Sewer artd is negotiating w:-th Mayor Kapell, a contract is expected shortly. My client is not pursuing ari alternative to sewers and disregard any below ground structures, With regard to public water, this project has an existing contract which was executed and paid for with the Village of Greenport Water District which is being honored by the Suffolk County Water Authority. Mr. Milazo Esq. advised me that the water moratorium will not affect this project. Charles Voorhis has completed his review and we ask that a Negative Declaration pursuant to SEQRA be issued so that our application .eefore the Zoning Board commences, If you have any questions please do not hesitate to contact Ctte. Very truly yours, Patricia C. Moore TvP 1; JUN 4 2t : # '.• NELSON, POPE O HIS, LLC ENVIRONMENTAL P'LA111,1 N I C O N.S U L T I N G II CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,P.E.•VINCENT G.DONNELLY,P.E. VICTOR BERT,P.E.•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON,JR.,P.E. PAUL M.RACZ,P.L.S. - r April 26, 2002 r t Mr..Vincent L'Eplattenier Southold Planning Board k o �p�l Town Hall, 53095 Main Road APR 3 P.O. Box 1179 ,Southold, NY 11971 WOW Town Pin Board Re: Breezy Sound Corp, 6147 County Road Route 48,Mattituck SCTM No. 1000-45-1-2.1 N&PV#98106 Dear Vincent: As discussed, the following provides a brief assessment of projected future water use/sanitary generation, solid waste generation, and traffic generation for the above referenced 68 unit motel project in order to provide a comparison between units with and without.kitchenettes. As. previously reported by the Planning Board office, unit.sizes are as follows: end units are.591.2 s:f. in size and the interior units total 593.3 s.f.•in size. As such, the following parameters can be established: Water Use/Sanitary Generation: Motels with kitchenettes up to 600 s.f. of gross floor area= 150 gpd/unit x 68 units = 10,200 gpd Motel units more than.400 s.f. = 150 gpd/unit x 68 units = 10,200 gpd Solid.Waste Generation: The solid waste production rates for motel units identified in Environmental Engineering and Sanitation (SaNato, 1982) did not differentiate between motel units with kitchenettes or without kitchenettes. Traffic Generation: Trip generation estimates are contained in the Institute of Transportation Engineers (ITE) Trip Generation, 6"' Edition, 1997. The ITE manual not differentiate between motel units with kitchenettes or without kitchenettes. As a result, there is essentially no difference between the use with and without kitchenettes with regard to water use, solid waste generation and traffic generation based on the above mentioned unit size. However, it is noted that should unit size be reduced to under 400 s.f., water use generation would be reduced by 3,400 gpd (motel units less than 400 s.f. = 100 gpd/unit x 68 units = 6,800 gpd). This is'a substantial reduction in water use/sanitary generation, as well as a substantial reduction in unit size. 572 WALT WHITMAN ROAD, MELVILLE, NY 1 1747-21 BB / (631) 427-5665• FAX (B39) 427-5620 www.neleonpope.00m M Breezy Shores @ Southold NP&V#98106 Based on the Dimensional Plan prepared by Barrett, Bonacci & Van Weele, P.C. .(dated 10/03/01, last revised 01/07/02), the proposed `sewage treatment.plant' does not meet the setback requirements of the SCDHS and therefore requires a variance. It is recommended that input/approval from the Health Department be obtained. Further, the 100% future expansion area of this system is located within approximately 85 feet from the top of the bluff and the drainage leaching system is located a minimum distance of approximately 75 feet. Dependent on the nature of the underlying material, proper downward movement of recharge from the proposed sanitary system may not occur and could potentially flow horizontally ultimately leaching out the bluff face. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, k V,OORHIS, C s, CEP, AICP Page 2 v - NELSON, POPE & VOORHIS., LL ENVIRONMENTAL PLAN N I N G C O N,S U L T I N G II CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,P.E.•VINCENT G.DONNELLY,P.E. VICTOR BERT,P.E.•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON,JR.,P.E. PAUL M.RACZ,P.L.S. I - Apri126, 2002 - Mr..Vincent L'Eplattenier Southold Planning Board Town Hall, 53095 Main Road APR 30 2001 P.O. Box 1179 Southold, NY 11971 hoI Torw d. plan,MIX Re: Breezy Sound Corp, 6147 County Road Route 48,Mattituck, SCTM No. 1000-45-1-2.1- NV V#98 i 06 Dear Vincent: As discussed, the following provides a brief assessment of projected futurewater use/sanitary generation, solid waste generation, and traffic generation for the above referenced 68 unit motel project .in order to provide a comparison between units with and without,kitchenettes. As. previously reported by the Planning Board office, unit,sizes are as follows: end units are 591.2 s,.f. in size and the interior units total 593.3 s.f.-in-size. As such, the following,parameters can be established: Water Use/Sanitary Generation: Motels with kitchenettes up to 600 s.f. of gross floor area= 150 gpd/unit x 68 units = 10,200 gpd Motel units more than,400_s.f., = 150 gpd/unit x-68 units= 10,200 gpd. Solid Waste Generation: The solid waste production rates for motel units identified in Environmental Engineering and Sanitation (Sal"vato,, 1982) did not differentiate between,motel units with kitchenettes -or without kitchenettes. , Traffic Generation: Trip generation estimates are contained -in the Institute of Transportation Engineers (ITE) Trip Generation, 6"' Edition, 1997.. The ITE manual not differentiate between motel units with kitchenettes or without kitchenettes. As a result, there is essentially no difference'between the use with and without kitchenettes with regard to water use, solid waste generation and traffic generation based on the above mentioned unit size. However, if is noted that should unit size be reduced to under 400 s.f., water use generation would be reduced by 3,400 gpd (motel units less than 400 s.f. = 100 gpd/unit x 68' units = 6,800 gpd). This is"a substantial reduction infwater'use/sanitary generation, as well as a substantial reduction in unit size. 572 'WALT WHITMAN ROAD, MELVILLE. NY 11747-21BB [631] 427-56E5 • FAX 1631] 427-5620 a www.nelsonpope.ccm . Breezy Shores @ Southold- NP&V#98106 Based on, the Dimensional Plan prepared by Barrett, Bonacci & Van Weele, P.C. (dated 10/03/01, last revised 01/07/02), the,proposed,`sewage treatment plant' does not meet the setback requirements of the" SCDHS;_and therefore requires a variance. It is recommended that input/,approval from the Health Department be"obtained. Further, the 100%. future expansion area of this system is located within approximately 85 feet from the top of the bluff and the drainage leaching system is located a minimum distance of approximately 75'feet. Dependent,on the nature of the underlying material; proper downward movement of recharge from the proposed sanitary system may not occur and could'potentially flow horizontally ultimately leaching out the bluff face. If you have any questions or wish any,further input with,regard-to this matter, please do, not hesitate to call. Very truly yours, NELSON;POPE&VoORHIS,L)LC harles J. oorhis,.CEP, AICP Page 2 o��s�ff0��c®G V o� y� V y Z Town Hall,53095 Main Road 0 Fax(631)765-1823 P.O.Box 1179 A • �a��� Telephone(631)765-1802 Southold,New York 11971-0959 .� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Victor L'Eplattenier, Senior Planner From: Michael Verity, Principal Building Inspector Re: Breezy Sound Hotel/Motel SCTM 1000-45-01-2.1 Zone: RR Date: March 19, 2002 MAR 20 2002 Southold Town Nanning Board Please have applicant provide the following information: 1. Special exception from Z.B.A. 2. Resort or transient use 3. Approvals from Greenport Sewer District and S.C.W.A. 4. Size of units 5. One accessible parking space per building Note: Kitchenettes and Manager's apartment may require Z.B.A. PLANNING BOARD MEMBERS o`OS�FFo��-cQ BENNETT ORLOWSKI,JR. h� Gy P.O. Box 1179 Chairman C Town Hall, 53095 State Route 25 WILLIAM J.CREMERS y Z Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone (631) 765-1938 GEO RGE RITCHIEARD CA G O JR oy�Q �� Fax(631) 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James A. Richter,R.A. Office of Town Engineer From: Victor L'Eplattenier, Senior Plann Re: Breezy Sound Hotel /Motel SCTM: 1000-45-1-2.1 Please review the attached site plan for drainage requirements.Note the bluff line has been redrawn and part of the drainage appears to be within 100 ft of the bluff. Please advise this office upon completion of your review. PLANNING BOARD MEMBEn O�OSUFF®(�CO BENNETT ORLOWSKI,JR. h`� �1, P.O. Box 1179 Chairman co Town Hall, 53095 State Route 25 WILLIAM J. CREMERS CA Z Southold, New York 11971-0959 KENNETH L.EDWARDS Q Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Verity, Principal Building Inspector From: Victor L'Eplattenier,Senior Plan Date: March 11,2002 Re: Breezy Sound Hotel/Motel SCTM: 1000-45-01-2.1 Zone: RR Please review the attached for certification.Will any changes be necessary regarding the number and location of the required handicap spaces? Re: Breezy Sound NELSON, POPE & VOORHIS•, LLC ' E N V I R O N M E N T A L PLANNING CO N S U L T I N G II CHARLES J.VOORHIS,CEP,AICP-•ARTHUR J.KOERBER,P.E.•VINCENT G.DONNELLY.RE: VICTOR BERT,P.E.•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON,JR.,P,E. PAUL M.RACZ,P.L.S. March 4, 2002 Mr. Vincent,LePlattnier Southold Planning Board Town Hall, 53095 Main Road P.O. Box 1179 Southold NY 11971' 1, ( .ji -=�I ,a,�. ' � Il[r.. ,Re Breezy Sound Corp. L;I��) 6147 County Road Route 48,Mattituck . MAK 05 .2002 . cCTM No.,1000 45-1-2.1' N&PV#98106 Dear Vincent: AY; ✓ Li.:LX L'n 1 We are in"receipt of the revised drawings for the above referenced project.(dated 10/03/01, last revised 01/07/02'.: The plans have:been modified to address 'several pertinent issues.that were discussed at a field meeting with the Town'Trustees on September 12, 2002. These issues involved wetland setbacks.and the "top of bluff' location in order to ensure that potential impacts with regard "to development adjacent to these environmentally sensitive features may be minimized and accurately assessed. 'In summary,'the plan.has been revised io'provide a 50 foot natural and undisturbed buffer adjacent to. the.wetland feature: As a result, Building A has been relocated farther north, the proposed pool has been reduced in-size,'parking has been reconfigured, and Building B has been moved slightly to the south. A retaining"wall is now proposed along the south side of Building A in'order to achieve- the proposed grade transition 'without causing disturbance to the proposed natural buffer area. It is recommended that the.Town.require haybales and silt fences to be staked along the perimeter of the natural buffer such that inadvertent clearing and sedimentation does not occur during construction. The current location of the top of the bluff has been depicted on the revised plan and is located roughly 20,feet east of the "previously approved" bluff,line across the majority of the southern portion of the property. The structures have'also' been relocated to maintain the previously requested 100 foot setback from this"feature. As;such; the revised plan appears to address,the comments and concerns identified'at the site on-September,. 12,,2002 and in prior correspondence. It should be noted that the new plan includes changes in , setbacks, grading; drainage and erosion 'control measures and should be forwarded to the Town Trustees and the Town Engineer for-review. We note that based on our prior,review letters dated-September 26, 2001 and January 30, 2001; other issues had been identified based on prior Environmental Impact Statement Findings. - A summary-of these issues follows: 572"WALT WHITMAN ROAD, MELVILLE, NYP49e7147-21 BB [E331] 427-513B5--FAX [631] 427-5B20 • www.nelsoppope.com Breezy.Shores @ Southold NP&V#98106 The site-plan,has been revised to include:a 4' x 72' timber.walk•and-access stairway to provide . _beach access and a permit application has been prepared by the Land Use Company. The Town Trustees and Planning Board should determine if.this is sufficient and a NYSDEC permit should be obtained. •. The applicant should demonstrate availability of adequate water- supply'to serve the proposed proj ect. • The landscape. plan;has been revised to.indicate plantings, along the- top of the bluff. The Planning Board should determine if the-revised landscape plan is sufficient. • The Planning Board should determine-unit size and density. • Comments,concerning transportation access should be obtained from SCDPW in connection with the:curb.cut permit review. • Architectural review appears to be complete. 4' The status of ZBA'review of the kitchenettes has not been communicated to this office. Please advise.if this'resubmission is:satisfactory,to the Town with respect-to the items rioted above, and we will complete the EAF'Part.II.to.support the Boards'determination of significance., If you-have any .questions ,or` wish any further input with,regard to this matter, please."do not hesitate to call: 1. � • ,. +. .Very.truly yours; NELSON,POPE&-VOORHIS,LLC es J.Voorhis; CEP, AICP Page 2 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary March 4, 2002 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 ' Southold, NY 11971 Att: Victor L _ MAR 04 ZUUL Re : Site plan for Breezy Sound CR 48 , Greenport, NY Southold Town Dear Victor: I hope this letter will assist you in your review of the above application. In 1989 the Cliffside motel project received site plan approval after a full environmental impact statement . The building permit was issued and construction started. Thereafter, the project stopped due to the inability to get financing without Kitchenettes . My original request was to reactivate the original approved site plan. On November 20, 2000 I submitted the application referring to revisions of Approved Site Plan" and $250 application fee . I was advised that this would be reviewed as a new site plan and my client was requested to pay $1, 601.75 for the site plan application fee . Therefore this application has been reviewed as a new site plan and Long EAF for the proposed project . We also paid the initial environmental fee of $400 . 00 . On December 4 , 2000 my client was advised that the y Environmental Review fee was $950 . We paid the fee for review of and the Long EAF, the revised site plan, and for the environmental consultant' s field inspection. On December 19, 2000 the Planning Board started lead agency for the new site plan. The plan was forwarded to the Environmental Consultant who reviewed the previous Environmental Impact Statement and made certain recommendations which required revisions to the site plan. According to the Environmental Consultant, if we incorporated his recommendations (which we did) the project should obtain a negative declaration. On June 4, 2001 Suffolk County DPW representative Paul McMahon PE met with Bob Kassner, Neb B. from transportation committee and me. The DPW required the entrance to be relocated which we revised the plans to comply with their request . DPW requires an application to be forwarded by the Town (239F form) . Please be sure that the Town made the referral . The plan was amended to include their recommendations . Without the 239 F in their file DPW will not discuss the plan any further. At the Town' s request in May 2001 the site plan was forwarded to the Southold Town Trustees . They recommended a wetland permit for a "wet depression" on the property and the Planning Board asked the Trustees to determine "the top of bluff" line which had changed since 1989 . We discussed with the building inspector "grandfathering the foundations" , he took the position that 'the foundations were constructed pursuant to a building permit (legally) but he could not locate a "foundation inspection" . Therefore he would not grandfather the foundations and would require us to apply to the Zoning Board for a variance from the 100 ' setback from bluff . The Trustees approved the wetland issues on the site plan. (enclosed Trustees permit) . The wetland with the 50 ' buffer and the relocation of the top of bluff line required our site plan to be re-engineered (at significant cost) with revised driveways and drainage. Given the need to relocate the back building away from the wetland area and the building inspector' s position on the "grandfathering" of the foundations, all the buildings had to be shifted. The newest site plan places the foundations in conformity with the setback line to avoid the variance from the Zoning Board. The newest revised site plan we hope will be the final site plan. In response to your inquiry, enclosed is a copy of the Architect' s, Douglas Herrlin' s, calculation of the size of the units . You have in your file a certification from the Architect as well as the architectural drawings approved by the ARC. The units are on average 590 . 3 SF (less then 600SF) as required. I have requested that the parking schedule be clarified, with respect to the location of handicap spaces , the buildings have designated handicap accessible rooms, we are meeting with Mike Verity to be sure that the plans meet ADA requirements . As soon as Mike reviews the plans we will make the revisions to the site plan. If you have any questions please do not hesitate to contact me. Very truly yours, Patricia C. Moore DOUGLAS P. HERRLIN Architect Box 442, East Hampton, L.I., New York 11937 516-324-6148 - -04 -14 1 l g X 71 --)�S = ► �N6T� =9��9��� AEN7,GY: MOORC; 631 705 4645; MAR-4-02 11 :49; PAGE 1 PAT RXIA C. MOORE AttOmey at Law 51020 Main Roast Southold,N.Y. 11952 '170;(631) 765-4330 Fax.:(631) 765-4643 Margaret Rutkowski SecretaTy March 4, 2002 Bennett Orlows:{i, Jr. , Chairman Southold Town :Manning Board Town Hall 53095 Main Road P.0.$ox Southold, NY =1971. Aatt a Victor 1, Re: Site plan for Breezy Sound CR 46, Gr(tenport, NY Dear Victor : I hope this letter will assist you in your review of the above application, In 1989 t;he Cliffside motel project received site plan approvcl after a full environmental itt:pact: statement. The building permit was issued and construction started. Thereafter, the project stopped due tc the inability to get financing without Kitchenettes . My original request was to reactivate the orriginal approved site plan. On November 20, 2000 I submitted t-be application reter'ring to "revisions of Approved ' Si Le Plan" and $250 application fee. I was advised that this would be reviewed ae a new site plan: and my client. was requested to pay $1, 601.75 for the site plan application fee. Therefore thi:a application has been reviewed as a new site plan and Long EAF for the proposed project . We also paid the initial environmental fee of $400. 00. On Decerah,er 4 , 2000 my clienL was advised that the 8ENTwGV: V13ORE; 631 765 4643; MAR-4-02 11 :40; PAGE 2 Environmental Review Fee was $950 , We paid the fee for review of and the Long EAF, the revised site plan, and for the env:-ronmental consultant' s field inspection. On December 19, 2000 the Planning Board, started lead agency for the new site plan. The plan was forwarded to the Environmental Consultant who reviewed the previous Environmental Impact Statement and made certain recommendations which required revisions to the site plan. According to the Environmental Consultant, if we incorporated his reaornmendations (which we did) the project should obtain a negative declaration, On June 4, 2001 Suffolk County DPW representative Paul McMahon PE met with Bob Kassner, Neil B. from transportation committee and me. The DPW required the entrance to be relocated which we revised the plana to comply with their request. DPW requires an application to be forwarded by the Town (239F form) . Please be sure that the Tokri made the referral . The plan was amended to include their recommendations. Without the 239 F in their file DPW will not discuss the plan any further. At. the Town' s request in May 2001 the siCe plan was forwarded to the Southold Town Trustees . They recommended a wetland permit for a "wet depression" on the property and the Planning Board asked the Trustees to determine "the top of bluff" line which had changed since 19a9. We discussed with the building inspector "grandfatherincr the foundations" , he took the position that the foundations were constructed pursuant to a building permit (legally) but he could not locate a "foundat.ion inspection" . Therefore he would not grandfather the foundations and would require us to apply to the Zoning Soard . for a variance from the 100' setback from bluff. The Trustees- approved the wetland issues on the w.ite plan. (enclosed Trustees permit) , The wetland with the 501 buffer and the relocation of the tap of bluff line required our site pian to be re-engineered (at significant cost) with revised driveways and drainage- Given the need to relocate the back buildings away from the wetland, area and the building i r epi=ctorI s pojiLiuri on the "grandfathering" of the toundations, all the buildings had to be shifted. S2'NT^SY: MOORE; 631 765 4643; MAR-4-02 ii :50; PAGE 3)6 C The newest site plan peaces the foundations in contorultity wath the setback line to avoid the variance from the Zr-,ning Board, The neweat revised site plats we hope wild, be the final site plan. Ir. response to your inquiry, enclosed is a copy of the Architecl:ls, Douglas Herrlin'Q, calculation of the size of the u11i L s , You have in your file a ceztificati011 from the Architect as well as the architectural drawings apprr..ved by the ARC. The units are on average 590 .3 SF (less then, GOOSF) as required. I have requested that the parking schedule be clarified, with respect to the location of handicap spaces , th(.! buildings have designated handicap accesuible roi�ms, we are meeting with Mike 'Verity to be sure that the plans meet ADA requirements. As soon az Mike reviews the plans we will make the revisions to the site plan. if you have any questions please do not hesitate to contact me. Very truly yours, Patricia C. Moore SENT'ley: 1G0AE; 631 765 4643; MAP-4-02 11 :50; PAGE 4/6 DCUG]L.A.S P. Y- ERRUN Architect Bast 4Q Fzat Hampton,L.I..New York im7 51fr314r6�48 j �U �I lypc GENT'nY: 002; 631 765 464G; MAP-4-02 11 ;5i ; PAGE 5/6 t AlbertJ.Krupski,President g�FF Town ball James King, Vice-President �y Cp 53006 Route 25 Fi;enry Smith '` P.O.Hox 1179 Artie Fostor Southold,New York 11971-0959 Ys.pn Foliwoda va x p , Telephone(631) 765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD lvovelnber 27, 2001 Patricia C`., Moore,Esq. 51020 Maili road Sourho Id,NY 11971 RE; BREEZY SO UND CORP., North Read Greenport, ,NY � SCTINI#45-1-2.1 Dear Ms. Moore; The following action was taken by the Board(if Town Trustees during a Regular Meeting,held on�`ovember 20, 2001,regarding the above matter. WHEREAS,Patricia C Moore, Esq. on behalf of,Bree2y Sound Corp. applied to the Southold Town Trustees for a permit Under the provisions of the Wetland Ordinance of the Town of Southold, application datod October 3,2001 WHEREAS, said applic tion was referred to the Southold Town Conservation Advisory Council for their r'irdings and recommendations, and WHERE-AS, a Public Himrir.g was held by the Town-Trustees with respect to said application on Pdovelnber 20, 2001 at v�hich time all interested persons were given an opportunity to be heard, and, WHEREAS,the board rnetnbers have personally viewed and are familiar with the premises in question Lurid the surrounding area,anal, WHEREAS,the Board],as considered all the testimony and doc-uinentation submitted concerning tni.s,application,aad, WHEREAS,the struetur complies with the standard sot forth in Chapter 97-18 of the Southold Town Codc;. 'ArAEREAS,the'Board has detertnined thatt the project as proposed wit-1 ,not affect the health,. SENT•GY: MaORE; 631 765 4643; MAR-4-02 11 :51 ; PAGE 616 16 JetyNQW Z nd general welfire of the people of the town, THEREFORE BEE IT. RESOLVED.that the Eoard of Trustees approved the application of B.REEZYSOUND CORP. for a Wetland Permit to construct motel on property-freshwater area identified-proposed foundations relocated in order to establish a 50' non-disturbance area and setback from flagged area with the stipulation that there be 50 foot non-disturbance buffer on top of the bluff line that all run-off will be contained can the applicant's property-haybales and silt fence at that line and haybales and silt fence at the 50'non-disturbancee(freshwater) buffer area. As per approved plans rt—vl 4t3- 01/07102 BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Pennit to construct project will expire two years from the date it is signed, Fees must be paid, if applicable mid permit issued within six months of the date of the notification. Fee must be paid,if applicable and permit issued within six months of the date of this notification. Two inspections are regtdred and the Trustees are to be notified when project is started and on completion of said project. FEES:NONE Very tnil y yours, 62if! ;.._-/- /a., Albert J, pski,Jr. 'president,Board of Trustees AJK/cjc cc: Building D+Tartment Health Department DEC Army Corp. Dept. of State JOSHUA Y. HORTON 46,) Supervisor GREGORY F.YAKABOSKI TOWN ATTORNEY cm Town Hall, 53095 Route 25 U y P.O. Box 1179 O ® Southold, New York 11971-0959 MARY C.WILSON i y� aQ� Telephone (631) 765-1889 ASSISTANT TOWN ATTORNEY e-mail: � T greg.yakaboski@town.southold.ny.us mary.wilson@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD Memorandum To: Linda Kowalski, ZBA Victor L'Eplattenier, Planning From: Gregory F. Yakaboski, Esq. , k� Town Attorney Date: February28 2002 , � G 8 2002 Re: Breezy Sound s®uthold T® n Plannhig Board This notice will serve as confirmation that a meeting has been scheduled for Wednesday, March 6, 2002, at 1:00 p.m., regarding Breezy Sound. The meeting place has been re- located to the conference room. /md v PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631) 765-4330 Fax: (631) 765-4643 February 25, 2002 BY HAND Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Re : Breezy Sound Dear Ladies/Gentlemen: Enclosed please find Environmental Assessment Form Part III for the above referenced matter. Very my yours, Patricia C. Moore PCM/mr Enc . FEB 2 5 2002 Southold Torn ENVIRONMENTAL.ASSESSMENT FORM PART III Prepared for: Quogue Woods Building Co., LLC Jessup Lane , Quogue,NY 11959 Contact: Ken Tedaldi Prepared by: Barrett, Bonacci &Van Weele, P.C. 175A Commerce Drive Hauppauge,NY 11788 (516) 435-1111... Contact: Kevin P. Walsh, P.E. D. Informational Details and Water Supply Narrative 1. The existing Breezy Sound site is currently vacant with a small cabin located near the northeast corner of the property. As a result of approvals that were issued circa 1989,'part of the site was cleared and two foundations were-constructed in the northerly,portion of the site, but construction was subsequently abandoned.The original approval called for the construction of 69 motel units in 5 buildings and a manager's apartment/clubhouse.The current application is identical in scope,with the site layout modified slightly to account for-changes in the bluff setback requirements and the installation of an on-site sewage treatment plant in lieu of connection to the Greenport Sewer District.In accordance with SuffolkCounty Department of Health Services criteria,the development is expected to use water and generate sanitary flows at a rate of 150 gallons per day per unit, for a total of 10,650 gpd (including.300 gpd for the manager's apartment). With the installation of standard water-saving plumbing fixtures and the seasonal nature of the development, actual water use can be expected to be considerably less. 2. Application has been made to provide water through connection to the existing Suffolk County Water Authority main on Middle Road (County Road 48), on which the site has frontage. In addition,the developer proposes to provide water for irrigation from a shallow on-site well in order to reduce the demand on the public water supply. y �. An updated Letter of Water Availability (due to the time that has elapsed during the re-approval process) has been requested from the Suffolk County Water Authority. Plans for the construction of a private water distribution system are under review by the Suffolk County Department of Health Services Drinking Water Office. 4. N/A 'e Breezy Sound Water Supply Narrative page 2 5. Although the impact on local water supply is expected to be negligible,the applicant will undertake additional water conservation measures. In addition to the installation of standard water-saving plumbing fixtures (as required by state and local codes), proposed water conservation measures include the following: • Installation of minimal turf areas and the sue of drought-tolerant • plantings where landscaping is required; • Installation of a shallow well for landscaping,rather than use of the public water supply for irrigation; • preservation of natural vegetation wherever possible. E.Verification I certify that the information provided above is true to the best of my knowledge. Applicant/SponsorName: � .�lt� C,, iy`:�1 Ii4CC� =f }o (. > Date: y ���1Signature: t[/.G�- L �---� Title: t�t t' W:\W P_SHARE\_proj_A00\A000446\partlllwater.wpd i � 1 � l PATRICIA C. MOORE Attorney at Law 51020 Main Road V Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries February 8, 2002 Southold Town Planning Board, Bennett Orlowski, Jr. , Chairman, Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman Town Hall 53095 Main Road FEB 0 8 Auz P.O.Box 1179 Southold, NY 11971 S®uth®IdTown (BY HAND) Planning Bard Re : Breezy Sound Corp Dear Chairmen and Boards : Enclosed please find six prints of the following: 1 . Amended Dimensional plan 2 . Grading,, Drainage & Utility plan which includes A. the location of the "freshwater wetland" on the Southwesterly corner of the property. The Town Trustees reviewed and approved the 50 ' setback B. Bluff Line as reviewed by Charles Voorhis and approved by the Southold Town Trustees, together with the Coastal Erosion Hazard Line and erosion line. A copy of this plan was forwarded to the Southold Town °Trustees in accordance with the public hearing and approval dated , November 20, 2001 . The notation on the map should read (as approved by Town Trustees on November 20, 2001) 3 . Road Profiles and Site Details 4 . Landscape Plan- 50 , buffer along top of bluff, and landscaping along Middle Road pursuant to Planning Board requested revisions of landscape plan for the entrance . 5 . Erosion Control Plan as requested by Charles Voorhis 6 . Sanitary Sewer and Water Main* 7 . Water Main, Drainage and Sanitary Details* Please note that the applicant has included an access to the Long Island Sound which has been approved by the Town Trustees and DEC and is included in this site plan The enclosed plan includes all the board' s previous comments and should receive a final SEQRA determination and be set for a public hearing. The client is very anxious to obtain final approval so that the Resort motel is available for the coming season. If there is anything else you need please do not hesitate to contact me . Very---truly yours, "---- -Patricia C. Moore *Plans submitted to Health Department cc : Breezy Sound Corp Kevin Walsh PLANNING BOARD MEMBERS Og�FFU(,�c BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 'yam P.O. Box 1179 Chairman co :'� Southold, New York 11971-0959 WILLIAM J.CREMERS Telephone(631) 765-1938 KENNETH L.EDWARDS � � Fax(631) 765-3136 GEOR I OCHARD CAGG JR oy�O1 � PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 1, 2001 Patricia Moore,Attorney at Law . 51020 Main Road Southold,NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport,NY 11944 Dear Mrs. Moore, The enclosed report by the Towns environmental consultant ahs been received by the Planning Board office. It is being sent to you for your information and action. If you have any questions,please contact this office. Zrt Kassner Site plan Reviewer Encl. NELSON., POPE & VOORHIS, LLC E N V I R'O'N'M E N T.4 L P LAN N'I N G C O.N S LI L T I N ' I CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,PE.•VINCENT G.DONNEI,I VICTOR BERT,P.E.•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON;JR.,PE, PAUL M.RACZ,P.L.S. September 26, 2001 anti Mr. Robert G. Kassner Southold Planning Board y' Town Hall, 53095.Main Road P.O.Box 1179 SEP 2001. '.� 7 Southold,NY 11971 011 f"�,r Re: Review of Long EAF Plannrng,Board Breezy Sound Corp. '61.47 County Road Route 48,Mattituck 'SCTM No. 1000-45-1-2.1 N&PV#98106 Dear Mr. Kassner: In response to your letter dated, May,8, 20.01, we have begun to.-review the revised plans which were amended.by.the applicant to address the eight mitigation issues.contained in our January 30, 2001 report...As you.are,aware, a field.meeting-was conducted with the';Town,Trustees•on.the above referenced property acid.several:pertinent.issues.were discussed.:;. These'. include.issues. regarding the previously identified wetland on site,the current."top of.bluff location, and the .. associated impacts with regard to development adjacent to these environmentally sensitive features. The appropriate mitigation measures were discussed that would be.necessary to ensure. minimal, impacts following development. As such, the "applicant is -pursuing.several design parameters in order toTherefore,address these.impject. acts;. which may result in.a slightly different design confiIguration. , pro 'impacts with'regard'to these.features will be'determined upon receipt of the.revised plan. Please note that,the:new plan:will include changes in grading, drainage and: erosion.control 'measures and as such should also. be forwarded to the Town Trustees and the Town Engineer for review. A current status of the-site plan with regard-to the remaining mitigation..measures (#2-7) is discussed below: 2. .It is recognized that the site plan does riot show any beach access. Should beach access be proposed in the future, it is recommended that a.wood walkway on pilings be utilized in order to avoid impacts to,the bluff and all appropriate permits must be secured. 43. ..The Planning Board office has indicated that the on-site well. will-be used only for irrigation, although the capacity of this well is unknown. As-previously mentioned,'separate approvals-for the SCDHS and,the NYSDEC may be required .depending'on the capacity,of the new pump. Additionally, it is recommended that a letter.of water availability be obtained to ensure that the water.district will be able to supply water to the proposed project upon completion. . Page 1 572 WALT WHITMAN ROAI], MELVILLE, NY '1 1 47-21 BB C631)427-5665• FAX CB31)427-5620 • www..nelsonpope.com Breezy Shores @'Southold LEAF Part 1 Review 4. The Planning Board Office has indicated that the revised landscape plan is satisfactory. It should be 'noted that recommendations were made by NP&V during the field meeting that additional landscaping be-provided along the top of bluff to further stabilize this feature. 5. The Planning Board Office has indicated the size of the proposed units based on plans submitted by,the applicant. Unit sizes are.as follows: end units 'are 591.2 s.f. in size and.the interior units total 593.3 s.f. in size. The Board should determine if a reduction in the number of units is appropriate as was previously required in,the Final EIS findings. 6.. The Planning Board Office has indicated that SCDPW will review the traffic concerns as,part of'. the curb cut process. 7. The Planning Board Office has,indicated that the height of the buildings, as well as architecture and landscaping were reviewed by the-Architectural Review Committee,which has approved the elevation drawings and building height. It is noted. that kitchenette units may have not been included in:the. original review of water ' concerns. It is my understanding that the Z$A is reconsidering this element; please advise'once a determination has been 'made. Once the bluff .and wetland mitigation :measures .have been incorporated into fhe site design through an amendment of the site plan;review can be completed to provide a recommendation.on :the environmental significance of this project. Please advise this office how these items last.remaining items will be handled. Upon resubmission of information.to the.Tocwri's satisfaction,' We-will complete the.EAF Part II to:'support the.Boards determination of significance. If you have any questions or,wish any further input with regard to this•matter,please do'not hesitate to:call. Very truly yours, NELSON,POPE&VOORms,LLC Charle . Voorhis, CEP, AICP Page 2 NELSON., POPE, & VOORHIS, L11111 L � ' p E N VIR O N M E N TAL PLAN N'I NG CO,N SU L T I N [� CHARLES J.VOORHIS,CEP,AICP,•ARTHUR J.KOERBER,P.E.•VINCENT G.DONNE �I VICTOR BERT,RE;•JOSEPH R.EPIFANIA,RE.-ROBERT G.NELSON,JR.,P.E. PAUL M.RACZ,P.L.S. 'September 26, 2001 I ; Mr. Robert G. Kassner � � l Southold Planning Board Town Hall, 53095 Main Road _ SP; oo1 - P.O. Box 1.179 Southold; NY 1197.1 per, Re: Review of Long EAF' GL�L Breezy Sound Corp. 6147'County Road Route 48,Mattituck SCTM No. 1000-4571-2.1 N&PV#98106 1 . Dear Mr: Kassner:. Iri response to your-letter dated, May8, 200,1, we have begun'to.-review the revised plans which, were amended by,the applicant to address the eight mitigation issues contained in our January 30; 2001 report. As you,are,aware, a field meeting, was conducted with the'�Town Trustees on the above.referenced property and several,.pertinent issues.were discussed. These .include issues regarding the previously identified wetland on site,the current "top of.bluff' location, and,the . associated impacts" with regard to.development adjacent- to, these environmentally sensitive features. The appropriate mitigation measures were discussed that`would be,necessary'to ensure minimal, impacts'following development. As such, the'applicant'is pursuing several design , parameters in order to address these impacts, which may result in a slightly different design configuration.'-Therefore, project,impacts with•regard'to these features'will be'determined-upon receipt, of the revised plan. Please note.that,the:new plan will include changes in grading,. drainage and, erosion control measures and as such "should also be forwarded to the: Town Trustees and the Town Engineer for review. A current status of the site plan with regard to .the remaining mitigation.,measures (#2-7).is discussed below: 2. It is recognized that the site 'plan does not, show any beach access. Should beach access be proposed in the future, it is reco`mmended-that a.w.00d walkway on'pilings be utilized in order to -avoid impacts.to,the bluff.and all appropriate permits mustbe secured. T,- The Planning Board office has indicated that the on-site well will be used only forr irrigation, although the capacity,of this well is,unknown. As previously,mentioned,'separate approvals for `C� �the SCDHS and'the NYSDEC may be required;depending on the capacity of the new.pump. Additionally,-it is recommended that a letter of water availability be obtained to ensure that the water district will be able to supply water to the proposed.project upon completion. Pagle I 572 WALT WHITMAN ROAD, MELVILLE, NY 9 9 47-29 BB [6.31l 427-5BB5• FAX (B391 427-_5620 • www.nelsonpope.com Breezy Shores @ Southold ' LEAF Part 1 Review 4. The Planning Board Office has indicated that"the_ revised landscape plan is satisfactory: It should " be noted that recommendations were made by NP&V during the field meeting that,additional landscaping be provided along the top of bluff to further stabilize this feature. 5. The Planning Board Office has indicated the size of'the proposed units based on plans submitted by,the applic e ant. Unit sizes are follows: end unitsare 591.2 s.f.,in size and the interior units total 593.3 s.f: in size. The Board should,determine-if a reduction' in the number of units is . appropriate as was previously required in,the Final EIS findings. 6. The Planning Board Office has indicated that SCDPW will review'the",traffic`concerns as part of the curb cut process. 7. The Planning Board Office has indicated that the height of the buildings, as well as architecture and•laridscaping were reviewed by the Architectural Review Committee, which has approved the 'elevation drawings and building height. ; It-is noted that kitchenette units may-have-not been'included in the: original review of water ' concerns. It is my understanding that the ZBA.is reconsidering this element; please advise,once a determination has been, made. 'Once the. bluff :and wetland•mitigation measures .have been incorporated into the site design through an amendment of the site plan, review can be completed to provide a recommendation.on ,the environmental-significance of this project. Please advise this office how "these" items "last remaining items will,.be handled. Upon resubmission of 'information to the Town's satisfaction,' we will complete the EAR Part II to support the"_Boards determination,of-significance. If you have any questions or wish any further inputmith regard to this matter,please do not hesitate to.call. Very truly yours, NELSON,POPE&VOORHIS,LLC . Charley . Voorhis, CEP, AICP Page 2, c� ti Town Hall,53095 Main Road 0-0 Fax(631)765-1823 P.O.Box 1179 �i �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO: Robert G. Kassner, Site Plan Reviewer FROM: Michael Verity,Principal Building Inspector RE: Breezy Sound Motel Route 48, Greenport SEP 112001 SCTM# 1000-45-1-2.1 oufin!�Town DATE: September 11, 2001 f 1byti ng Boar In response to your inquiry regarding the above mentioned project, it is this department's opinion that an engineer's certification would be required to determine whether or not the previously poured foundations are structurally sound. Once certificated, a site plan would have to be submitted showing the distance of the proposed structure to the bluff. If that distance is in fact less than 100 feet, the applicant would have to seek relief from the Southold Town Zoning Board of Appeals. If you have any other questions or recommendations regarding this project,please contact my office. Cc: Greg Yakaboski, Town Attorney Gerard P. Goehringer, Chairman, Zoning Board of Appeals SEP-10-2001 15:16 f 516 425 1257 P.01i01 t NELSON,kELSON,POPE&.VOORHIS, L LC A CONSULTING 218 G 672 WAL WHITIV +RM. 11 PLANNING,NY 1177 6 [! (aatt 4276eas FAX f�I&ZeS S MEMORANDUM BY FAX ONLY To: Robert Kassner Fax; 765-3136 From: Shana Lacey Date: September 6,2001 Re: Breezy Sound,Cireenport i NpV No. 98106 Dear Bob, I am in receipt of the revised plans dated 08/07/00 Gast revised 07109/01) for the above referenced project. As previously requested,;the freshwater wetland in the southwest corner of the site has been depicted on the plan, although it is not clear as to whether this shaded area is the limit of the surface water or the limit of the'f"reshwater wetland as this feature is not labeled: I understand the applicant is seeking a further'jurisdiction review by the Trustees; however, if is my understanding that the Trustees have requested judscktidn. Therefore,the name and date of the individual who delineated the wetland should also be depicted. It is further requested that the applicant indicate as to whether the wetland boundary is staked in the field so that we may schedule a site inspection to detertnine if the wetland=a is`adequately mapped(this may occur Wednesday, September 12, 2001). As currently proposed, the construction of Building `A will require a retaining wall and associated grading in the southwest corner of the site in order to achieve the desired.grade. As such,it appears that fill be placed within the wetlattd causing the loss of a portion of the feature..The area of the weti`arid or site as well as the area lost grid the amount of fill required should be depicted on the plan. Additionally, no adjacent area,buffering vegetation will remain in this area. It is furth re er commended that txte applicant obtain'a permit from the Town Trustees in order to allow for the placement of fall within this feature. It was previously requested that an accurate and r4cent "top'of bluff' line be depicted'on the project plans as erosion over the last several years h6s likely cause the bluff to changer Evidence of erosion is further documented when comparing the 1989 tupergraphic map indicating the top of the bluff and the August, 2000 plan indicating the sami:., An accurate delineation of thil environmentally sensitive feature must'be illustrated on fhr revised tplans so that impacts associated with the project may be reassessed and identified. Should the current bluff line be located south of that as depicted on the Preliminary Site Plai.,the existing foundations would not be located 100 feet from the bluff line. Please forward copies of the project plan depicting the information outlined above, and do not hesitate to call slzould ;,you have any euestions or eequiie any additional infornation. Sincerely, , Shang -ITAL P.01 SEP Ill 2UU1 �� , � M R r.. , PLANNING BOARD MEMBERS o�OSQ�FO(�`i BENNETT ORLOWSKI,JR. �� Town Hall, 53095 State Route 25 Chairman J.� P.O. Box 1179 WILLIAM J.CREMERS coo Southold, New York 11971-0959 KENNETH L.EDWARDS V' Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. 4 � O�� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Michael Verity, Principal Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound Motel Route 48, Greenport SCTM# 1000-45-1-2.1 DATE: August 31, 2001 The above project received Planning Board approval on October 13, 1989, for a motel complex containing 68 units located in five buildings. Foundations were poured for units B on the north west side of the property and unit C on the north east side of the property as shown on the plan dated July 9, 2001. A top of bluff line was shown on this approved plan: The two foundations were one hundred feet from this bluff line. The project stopped after these foundations were poured. The original approval has expired and we are now reviewing a new application for this project, which is essentially the same as the original project. Our environmental consultant, Charles Voorhis, in a report on this project dated June 20, 2001, copy attached, recommended that anew bluff line be established, as erosion over the past years may have caused the top of the bluff to move landward. As a result, the question arises as to whether the foundations need variance. Further, our consultant recommended a determination be made as to whether the two Previously poured foundations are structurally sound. You may wish to have an engineering review of the foundations. We would be available to offer any necessary assistance. Encl. Cc: Greg Yakaboski, Town Attorney Gerard P. Goehringer, Chairman Zoning Board �. JUN-22-2001 . 13.*26 516 425 1257 P.01i01 eF NBLMo POPE &VOOPJM LLG `q(! �I x miVIRONWNTAL • Pt. WNa • cONSULTINa f C-01 Gt2 WALT WnUTMAN ROAD,MELVIL14 NY 11747.218B 427.aw& FAX 163Q 427.5620 nPvQao(bo*tipope.mm 1 MORA DUD BY FAX ONLY To; Robert Kassner F=; 765-3136 From: Shana Lacey, Date, June 20,200 Re: Breezy Sound,Crreenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally,the freshwater wetland,as identified in the letter to.Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21,2001,was also identified in NP&V's review of the subject.application in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to.have been recently created during the 1998 review. As such, it was recommended that preservation of this area did not appear. warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations. are structurally sound at this.time. Please forward copies of the project plan depicting the.wetland boundary and the current location of the bluff for fiarther review, and do not hesitate to call should you have any questions or require any additional information. - Sincerely, Shana Page l TOTAL P.01 r PATRICIA C. MOORE , Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary August 7, 2001 Bennett Orlowski, Jr. , Chairman � - 4.�t . Southold Town Planning Board, and Southold Town Zoning Board of Appeals AUG 09301 Gerard P. Goehringer, Chairman Southold Town Town Hall HOW Board 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Re: Breezy Sound Corp Dear Chairmen and Boards : In response to your requests enclosed please find six prints of the following: 1 . Dimensional plan 2 . Grading, Drainage & Utility plan which includes A. the location of the "intermittent Standing Water" on the Southwesterly corner of the property. According to the experts at Barrett, Bonacci & VanWeele this Wet. depression is not , a "wetland" . Cornel representative Chris Pickeril inspected the property and observed Puddle Ducks in area of water retention. It is our understanding that the County will be disturbing the area during the Road relocation and the majority of this wet _ area falls on the adjacent parcel . The plans of this project retain the vegetation. The area of standing water and vegetation will not be disturbed, a retaining wall will separate the proposed development from the wet area. We will submit the project plan to the Town Trustees for their review r and, if necessary, a permit . B. We have shown the Bluff Line (erosion line)verified by Barrett, Bonacci & VanWeele, also shown on the plan is the Town Approved setback line, and the Coastal Erosion Hazard Line. The "top of Bluff" was established by the Town, we have shown the existing contours of the property, the "top of bluff" is too subjective for further identification . The foundations which were placed 100 , from the Towns designated line are constructed, will be used, and we can stipulate that the foundations will not be closer to the Town' s designated bluff line. The land will be stabilized once the project is started. Hay bales have been recommended to protect the bluff (see erosion control plan) . 3 . Road Profiles and Site Details 4 . Amended Site Plan which includes Planning Board requested revisions of landscape plan for the entrance and relocation of entrance as recommended by State DPW. 5 . Erosion Control Plan It is my understanding that the Planning Board had forwarded a copy of this plan to the Southold Town Trustees for their review. Please let me know if you have received a response . I believe that we have submitted a plan which includes both board' s comments . Therefore we would respectfully request that your proceed with your review and approval . If there is anything else you need please do not hesitate to contact me. Very.-tr ly yours, L.Pa-t1ricia C. Moore PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �� OG Town Hall, 53095 State Route 25 Chairman C y1 P.O.Box 1179 WILLIAM J. CREMERS t4 Southold;New York 11971-0959 KENNETH L.EDWARDS W Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. .films �� Fax(631) 765-3136 RICHARD CAGGUNO PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 30, 2001 Patricia Moore, Attorney at.Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County.Route 48 Greenport, NY 11944 Dear Mrs. Moore, This is a follow up to my letter of June 25, 2001, in which we requested the recently observed wet area be shown on the site plan. The new top of bluff line and Costal Erosion Hazard Line must also be shown on the revised site plan, reflecting the erosion that has taken place since the original plan. A determination will be made regarding the question of grand fathering the existing foundations. A letter from a professional engineer will be required concerning the . integrity of the existing foundations. If you have any questions, please contact this office. a Virfttt K ssner Site plan Reviewer 7 ur F NPpq� C (631)477-9801 -STA 'N 1 CHIEF WAYDE T.MANWARING .•_ (631)477-9803-STATION 2 1sT ASST.CHIEF PETER W.HARRIS (631)477-1943-CHIEFS OFFICE 2ND ASST.CHIEF MICHAEL J.VERITY _ (631)477-4012-FAX/MESS CHAPLAIN C.KUMJIAN P.O.BOX 58 TREAS.L.TUTHILL THIRD STREET SECRETARY L.TUTHILL GREENPORT,NY 11944 RECORDING SECRETARY C.CAPRISE Organized 1845 July 15, 2001 ,I JUL 16 2001 Southold Town a Mr. Robert G. Kassner pjannsng Board Planning Board Office Town of Southold PO Box 1179 Southold, NY 11971 Dear Mr. Kassner: The Greenport Fire Department Board of Wardens has reviewed the survey, dated August 7, 2000 for the Site Plan for Breezy Sound, Route 48 in Greenport. The Board finds that there is sufficient fire protection in this area. This decision is valid for one year from the date of this letter. Sincerely, Cynthia Caprise Recording Secretary PLANNING BOARD MEMBERS �QSVFF���C BENNETT ORLOWSKI,JR. ��� OljZ� Town Hall, 53095 State Route 25 Chairman P.O.Box 1179 WILLIAM J.CREMERS CA Southold;New York 11971-0959 KENNETH L.EDWARDS �y • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. O Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 25, 2001 Patricia Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport,NY 11944 Dear Mrs. Moore, This is a follow up to my letter of May 30, 2001, in which we requested the recently observed wet area be shown on the site plan. The new top of bluff line must also be shown on the revised site plan, reflecting the erosion that has taken place since the original plan. A determination will be made regarding the question of grand fathering the existing foundations. If you have any questions, please contact this office. Sincer ly o e . Kassner Site plan Reviewer Cc: Edward Forrester, Director of Code Enforcement r PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �� ��j Town Hall, 53095 State Route 25 Chairman C y� P.O.Box 1179 WILLIAM J.CREMERS cco z Z Southold,New York 11971-0959 KENNETH L.EDWARDS %y • �� Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. ,L Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Gregory Yakaboski, Town Attorney FROM: Robert G. Kassner, Site Plan Reviewer RE: Environmental Consultants Report Breezy Sound Corp. SCTM# 1000-45-1-2.1 DATE: June 25, 2001 The Planning Board has received the attached report. The original project received Planning Board approval on October 13, 1989. Several foundations were poured and the project was abandoned. The original approval has expired, and we are now reviewing a new application for this project, which is essentially the same as the original project. The bluff line has eroded since the original approval and wetlands have been discovered near the old foundations. The applicant maintains that the existing foundations are grandfather and cannot be moved. When we receive the revised plan showing the new bluff line and wetland location, the foundations may not meet the minimum setbacks. Please advise the Board if the foundations are grandfathered as stated by the applicant. Cc: Edward Forrester, Director of Code enforcement JUN-22-2001 . 13*6 516 425 12,17 P.01i01' All, i NMSON, POPE da WORMS LLC ENVIRONMRNTAL • PLAMNa •'CONSULTING 671 WALT wJUTMM ROAD,MEI.VI M NY 11747.2188 16311 427.566s FAX (630 *27,5520 npv&c1sonpope.mm MEMORANDUM . BY FAX ONLY To: Robert KassnaT 765-3136 From: Shana Lacey. Dater June 20,200 Re: Breezy Sound,Greenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required ikom the Town Trustees. Additionally,the freshwater wetland,as identified in the letter to.Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21.2001,was also identified in NP&V's review"of the subject application in 199$ Ads , ow_, this Alanda5`;' not reulated_by ?eG and was thought to have been recently created during the 199$ review. As such, it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that . the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over. the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature. should be depicted on the revised plans so that impact associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations. we structurally'sound at this.time. Flease forward copies of the project plan depicting the wetland boundary and the current location of the bluff for.further review, and do not hesitate to call should you have any questions or require any additional information. Sincerely, Shana Page I TOTAL. P.01 l v - PLANNING BOARD MEMBERS O13FF BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 �.r Gy Chairman J.� P.O.Box.1179 WILLIAM J.CREMERS cm Southold,New York 11971-0959 KENNETH L.EDWARDS 0 Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. y O�� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Jamie Richter, Town Engineer FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound County road 48, Greenport SCTM# 1000-45-1-2.1 DATE: June 25, 2001 The Board has received the enclosed report from its Environmental Consultant. Please inspect the existing foundations to determine if they are structurally sound. r JUN-22-2e01 . 13:2E S16 425 12S? P.01i01 NON, POPE &V00PJ B UC EWIRONWNTAL • PLAMNQ •'CONSULMNO 67l WALT g11.11TMAN ROAD,MELVI=NY 11747 21ES (6311 47f-5665 FAX 1630 427,5520 aPvQneteoripope.mm MEMORANDUM BY FAX ONLY To., Robert Kassner . Fax: 765-3136 From: Shana Lacey Pate. June 20,200 Re: Breezy Sound Crreenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally,the freshwater wetland,as identified in the letter to.Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21,2001,was also identified in NP&Y's review of the subject application in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to have been recently created during the 1998 review. As such,'it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate blur line should be depioted,on the proposed project plans, as erosion over. the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature. should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of wilding Inspector if the foundations. are structurally sound at this.time. Please forurard copies of the project plan depicting the wetland boundary and the current location of the bluff for.fiuther.review, and do not hesitate to call should you have any questions or require any additional information_ Sincerely, Shana Page i TOTAL P.01 • I _ JUN-22-2001 . 13:2.G 516 425 12'- P.01/01 NELSON, POPE &VOORMS, LLC ENVIRONM&NTAL • pLANNING • C014SUL71NO 572 WALT WLATMAN ROAD,MELVILLE,NY 11747.2185 16311 4Z7.5665 FAX (63« 427,5520 aPv[3a aciao�pope.mm MEMORANDUM ( BY FAX ONLY To: Robert Kassner fax: 765-3136 1y rom: Shama Lacey Date, June 20,2001 Re: Breezy Sound, Crreenport NPV No. 98106 I Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally,the freshwater wetland,as identified in the letter to Trustee Albert Krupski from the Cornell Cooperative.Extension dated May 21, 2001,was also identified in NP&V's review of the subject application. in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to have been recently created during the 1998 review. As such, it was recommended that preservation,of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmenially sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to-your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations. are structurally sound at this time. Please forward copies of the project plan depicting the wetland boundary and the current location of the bluff for f irther review, and. do not hesitate to call should you have any questions or require any additional information. Sincerely, Shama Page l TOTAL P.01 i PLANNING BOARD MEMBERS 0 Town Hall, 53095 State Route 25 Chairman I BENNETT ORLOWSKI,JR. ��� Gy� P.O. Box 1179 r C Southold, New York 11971-0959 WILLIAM J.CREMERS y 2 KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. ?i 0`�. Fax (631) 765-3136 RICHARD CAGGUNO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 30, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold,NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 1000-45-1-2.1 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Town Trustees, it is being sent to you for your attention. Please indicate the wetland on a revised site plan. A permit will be required from the Town Trustees. If you have any questions, or require assistance, please contact this office. nicer y assner Site Plan Reviewer Encl. 05/29/01 TUE 14;06 FAX 519, 765 1966 Soutliold Tot;•n Accounting 19002 Mai 23 01 11 :28a arne?11 Cnoper^azlvi� Ext. 852888E p. 2 Comell Cooperative Extension Suffolk County sughdk County MttPlao ter:691 ss2-E660 E,vLranaeaW Learning Centex irk 6318824662 3690 OodarErhah Poaa www.aae aarncll®dweuffolk Southold,NY 11971 Albert J.Krupski In Iv1.ay 21.2001 President Southold Town Trustees Town Hall 53095 State Route 2 Southold,NY 11971-0959 Re: B reexy Sound Ivlotel a"►/tt 2 3 CR 48, Greenporr [: SC':CW 1000-4.5-1-2,1 j Dear Mr., Krupsld: As per your request I recently visited the"$ree2y Sound Motel"site to look for the presenge of wetlands. Erased on this visit,I can corroborate mL Kassnor's observations as noted in a memo to you dated March, 14,2001. I observed wetlands in and around the southern cornea of the IoL The wetlands begin just off CY2.48 and continue to the northwest extending beyond the western property boundary and.onto the adjacent lot. Detenniriing the history.and context for this syatem is complicated by the fact that significant earthrnoving and/or clearing occurred'some time.over the last appro.c.20years. Given the relatively small size of this area I would#hulk that it is not regulated by the NYS.GEC. However,based on my observations;these wetlands are.large and persistent enough to support water dependant wildlife. Puddle ducks were observed in-one of the pools during my visit. If I can be of any further:assistance regarding this matter;pleas feel free to contact me. Since y Chris Pickcrell Ecologi-mal Restoration and Wetland Specialist CORNELL COOPERATIVE;]tiXTENSION %XelpaP4 You Put IfnCullddl;e'to Wofla �anreu COvpemaave Ekim inn pwwa;&a equal prop rim and em0eymdm eppafulilirr;NYS C;Ilcge aAgrlallaro and uiL soda R+,M`s CbIleru of Liuman.WADZy,.and NY$Colia�e of Voturinny Mrdk(oe atColritU Uiaver.Ik'.C.aoetdave fimul'on aexneLilium annery MwMI..h".wl 1.r N,.._.-... {�..s.d„,.........,t . 05/28/01 TUE 14:0a F:a 516 765 1365 Southold Torva Accounting I�1002. may 23 Q1 1.1 :28a r-4 nell Caoperraz1ve Ext. 6MIR528662 p. 2 meill Cco ierative Extension K $txffolk County suffulk County MRKne Tel:891 135E-8660 EbvLronmemal Learning Center F00 63185E-8662 5890 OedarEreeh]Road www.caa.earnell odulsuCWilc Southold,NY 11971 Albert J.Krupski jr. Mav 21,2001 President Southold ToWn Trustees Town Hall 53095 State Route 2i Southold,NY 11971-0959 Re: Breezy Sound Motel MY 2 3 ter`^r CR 48,Greenpoll SCTM9 10004;,-1-2,1 Dear Mr.,Krupslki: As per your request I recently visited the"Breezy Sound Motel"site to look for the presence of wetlands. Erased Qn this visit,I can corroborate Mr.Kassnor's observations as noted i 1 a memo to you dated Marc, 14,200). I observed wetlands in and around the southern corner of the lot. The wetlands begin just off Ck 48 and continue to the northwest extending beyond the western property boundary and onto the adjac"t lot. Determining the 11.istory and context for this system is complicated by the fact that significant earthmoving and/or clearing occurred some time over the last approx. 20years. Given the relatively small size of this area I would thitlk that it is not regulated by the NYSDEC. However,bused on my observations,these wetlands are large and persistent enoftgh to support water dependant wildlife. Puddle ducks were observed in one of the pools during my visit. If can be of azay further assistance regarding this matter,please feel free to contact me, Since ' G . Chris Pickcrell Ecologioal Restoration and Wetland Specialist CORNELL COOP13RA IVE EXTENSION Marine Program He4-,irg YoLL Put Ifhow2edge tv Work S:enrd�Ctnpetm(re E�(stminn ptwufdua equal Droll t6m and em�lpymunl cppafultlli4i;NYS[allege gfAgl'1C411uro and Life SMaq�,NYS Cullegu aF Humen BenluQ,y,wnQ NYS C+91ic�e cF YGk;rinary Medf�(na at Co�iCll UillvePjtY.C-0O�ct8live fltteryipn La�ncinliurn nvnry w+vrn+i++1w1u:...�i! R h..a.+......,.,f A,..vnler...ww...i..,. _ I PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. O�jZ� Town Hall,53095 State Route 25 Chairman P.O. Box 1179 WILLLAIVI J.CREMERSco y Southold,New York 11971-0959 KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 15, 2001 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. SCTM # 1000-45-1-2.1 Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 14, 2001: RESOLVED, that the Southold Town Planning Board adopt the Town Consultant's report, dated January 30, 2001, with the following amendment (number corresponds with number in report): 2. There shall not be any access structure to the beach without any necessary permits from the Southold Towri Board of Trustees and the Building Department. Please contact this office if you have any questions regarding the above. Iyours,rl ws i, r. Chairman encl. NELSON, POPE 1S VOORHIS,. LLC ' ENVIRONMENTAL - P L,A N N I N'G., C O N S U L T I N G II CHARLES J.VOORHIS,CEP,AICP-ARTHUR J.KOERBER,P.E.-VINCENT G.DONNELLY,P.E. VICTOR BERT,P.E.-JOSEPH R.EPIFANIA,P.E.-ROBERT G.NELSON,JR.,P.E. PAUL M.RACZ,P.L,S. January 30, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road P.O. Box 1179 Southold,NY 1.1971 Re: Review of Long EAF. . Breezy-Sound Corp. a JAN 31 2001 6147 County Road Route 48,Mattitgck SCTM No. 1000-45-1-2.1 ( ol Town, N&PV No.98106 • gSWd Dear Mr. Kassner: As per. your,request, we'have com_pleted a preliminary review of the,above referenced action, which is an Unlisted action under the State Environmental Quality Review.Act'. The project is . currently known as Breezy Shores, although the original,application was made under the name of Cliffside. The 7.13. acres subject site is located on the north side of North Road (County Road 48) approximately 200 feet east of Chapel Road in the..Town of Southold. The proposed action involves the construction of a 68=unit motel.complex with kitchenettes in all. units: In.addition the applicant proposes a,pool house,,swimming pool, .office, and a manager's apartment. The property would be accessed by a single drive, -which.would loop to serve .the -proposed units. Seventy-nine (79) parking spaces are provided, including four (4)handicapped. stalls based on one per unit'and 10 employee spaces as required by code. The use will be connected to public sewers and public water supply., The property is zoned Resort Residential (RR). The site_plan meets the requirements for minimum lot area and yard setbacks within.the,zone. The livable.floor area requirement under the Bulk Schedule for Resort.Residential District.in the Town Code-.is' 850 SF except .one- bedroom or studio-in multiple dwellings may have 600'SF. There is no'indication on the..Site Plan or within the EAF of the proposed unit size. We, understand that floor plans have been .. submitted and the applicant's attorney.indicates units will not exceed 600 SF. The project site is located on a bluff overlooking Long Island,Sound,•and steep slopes. of over.l5 percent are present.along the bluff as well as in the interior of the site. Under ekisting.conditions, the bluff is vegetated with a variety of maritime'shrub species. Much of the remainder of the site _ Pa�e l . 1 BE9 572 WALT WHI`rMAN ROAD. MELVILLE, NY'.1 47-2 C6311 42.7-5E65- FAX 1631.3 427-5620 -www.nelsonpope.com Breezy Shores @ Southold LEAF Part 1 Review -was cleared when construction was initiated in the late 1980's, and grading and filling has altered , the original topography of the .site. This grading'has'created. a wet area in 'the southwestern corner of the site which supports a limited number of wetland plant species! NP&V has reviewed the past SEQRA documents prepared for the subject application, which was originally submitted in the early 1980's. A Draft Environmental.Impact Statement (EIS) was submitted in July, 1985, with a final revision in October 1987. A Supplemental Draft EIS was then completed to further address specific concerns, and the documents were accepted as a compete Draft EIS on October 18, 1988. Szepatowski Associates Inc., Environmental Consultants & Planners, prepared the Final EIS in February 1989 responding to separate written comments on the Draft EIS and testimony from a November 14, 1988 hearing. No findings statement was adopted by the lead agency, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. The "findings" included in the Final EIS were as follows: The Lead Agency would find an alternative:that: a) 'increases the amount of natural buffer to a minimum of thirty feet along Middle Road_ . and on the east and west.sides of the property; b) that reduces the unit count to .58 or reduces the individual unit size to 450 sf.,at a maximum of 74 units c) reduces the buildings-facing on Middle Country Road to one story, and d) incorporates the`findings on the subjects of traffic,"visual impact,, water supply and sewage disposal, recharge, and shoreline and.. erosion control, 'will minimize environmental impacts to the greatest degree practicable: The latter general statement included the following recommendations from the body of the Final " EIS: As sight distance is.of concern at a.curve immediately.west of.the site, a reduction in the number and size.of the units is suggested-to mitigate*traffic impacts.- Greater set-back of the buildings along C.R. 48. is recommended, and a berm with coniferous trees.(other. than black pines) should be provided to minimize visual impacts. As potable water supplies are limited, a separate well for irrigation, pool use and air conditioning is recommended. Use,of drought-resistant vegetation and an automatic sprinkler system activated by soil moisture are also suggested. Page 2 Breezy Shores @ Southold LEAF Part 1 Review Due to the presence of soils with low permeability on site, redesign of the drainage system to accommodate'a six inch design storm with no increase in runoff was requested to minimize erosion of the bluff. A reduction in the impervious surfaces on site is suggested to aid in accomplishing this. The proposed concrete walkway to the beach should be replaced by an elevated wooden walkway to.minimize disturbance of vegetation and erosion of the bluff. Silt fencing must be installed prior to removal of topsoil on site, and 'runoff must not be allowed to pool on site during construction. Runoff should be recharged near C.R. 48 or near the center of the site rather than along the bluff. Reduction of the proposed unit size from 911 sf. and 1042 s f to 450 sf. is'suggested as . more reasonable for a motel unit to minimize the likelihood of long-term residency. A final site plan was then approved on December 18, 1.989, which incorporated some,but not all, of the recommendations outlined in the Final EIS. Construction was initiated following approval of the site plan, but,the work was never completed. The site was cleared and preliminary grading was undertaken, with topsoil stockpiled near the proposed tennis courts. Foundations were poured for the two proposed buildings nearest the, bluff, and are still present. A small frame cottage also remains on the property from an earlier,use, but the garage has.been removed. The applicant now wishes to resume construction-of the proposed motel, however, the approval has expired and a new SEQRA determination is necessary. The following text will discuss the existing conditions and potential impacts of the proposed project in more detail. Geologic Resources ..There is a potential for erosion impacts as a result of.the proposed project. The project-site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 percent are present along the bluff as.well as in the 'interior of.the site. Alteration of the topography of the property occurred in conjunction with preliminary construction activities, and a low, wet area. with steep slopes was created in the southwestern portion of the property. The bluffs along the north shore of Long Island typically experience ongoing erosion due to wind' and wave action, and the Town Code requires a 100 foot setback from the top of a.bluff for new construction. The Town.delineated Ahe' edge of the bluff for the original application, and a 100 foot buffer will be maintained from this line to minimize erosion impacts. The;height of the bluff is approximately 30 feet, with lower elevation at a slight swale to the northeast. The proposed setback is expected to provide adequate protection of the bluff, although revised grading and drainage plans should be reviewed by the Town Engineer to insure that runoff is eontained on site.' In addition, the erosion control plan-should also be reviewed by the Town Engineer to minimize loss of soils during construction: Page 3 • Breezy Shores @ Southold LEAF Part 1 Review The original topography has been altered by grading in preparation for construction. Fill was deposited to raise the elevation of proposed buildings A and D. As.extensive disturbance has already occurred; completion of the project is not expected to result in further impacts; as long as sediment and run-off is contained on the upland portion of the site. If the applicant seeks approval for beach access, a wooden walkway is recommended consistent with the Final EIS. None has been depicted on the site plan. .Water Resources The'elevation of groundwater beneath the subject site is approximately 0,to 1 foot above mean sea level (msl) according to the 1997 SCDHS map, and the topographic elevation is ranges from 0 to approximately 58 feet above msl in the northeastern portion of the site. Thus,.although the depth to groundwater is approximately 0 to 57 feet below the surface,.although the minimum depth within the proposed development area is more than 3.0 .feet. This, should not present constraints on the proposed,project. There are. no natural freshwater features 'on the subject site, although a vernal wet area was. created by the grading of the site in conjunction with prior preparation for development (see Ecological Resources Below). Significant impact to Long Island Sound is not expected as a result of the proposed.project. The project will be served by the existing water and sewer districts, and no wastewater discharge to groundwater.is anticipated.: As was recommended, in the FEIS; an irrigation well is proposed. on the revised site plan. This will minimize the impact of the project on.the local water.district. The applicant may wish.to consider an alternate source of water supply for the pool: Water . quality tests should.be conducted.and SCDHS consulted. The applicant.should advise the Planning Board of the final decision with justification that public health will be protected. Ecological Resources At the time the. Draft EIS was prepared, the habitats found on the subject site included . successional woodland on the upland portion of the property and maritime shrublarid along the bluff. The shrubland along the bluff remains intact, but most of the remainder of the site was .cleared and,the topsoil stockpiled in preparation for construction. As described in the Draft EIS, this portion of the site originally contained a.successional .woodland habitat dominated .by locusts,.cherry and other early'successional tree species. The cleared areas are now characterized . by early successional herbaceous species and scattered-shrubs, and there are barren areas where erosion has not permitted recolonization: Page 4 Breezy Shores @ Southold LEAF Pari 1 Review The landscaping plan as recommended:as part of the final review ensures that buffer areas augmented by'native plantings create vegetated buffers of 30 and 50 feet.along the side and rear yards,respectively. , As was discussed above, a small wet area was created in the southern portion of the site by grading activities. This area is too small to be.regulated as a wetland by the NYSDEC under Article 24, .which only regulates wetlands of less than 12.4 acres if they are deemed of "local significance". As the wet area was recently created, it does not appear to meet the criteria for local significance. In addition; the Southold Town Code regulates only those features included under Article 24. Although this area does have limited value and might develop into a true wetland over time, there,are extensive natural wetlands in the area. Revision of the site plan to preserve this area does not appear warranted. However, the Army Corps of Engineers (A.COE) has traditionally regulated small wetlands which possess characteristics of wetlands by the three parameter delineation approach (although .this authority has been called into question in another ALOE District). Under ACOE Nationwide Permit 39,fill of such features is allowed up. to '/4 acre. Therefore the feature should.be delineated, mapped and a jurisdiction request sent to ACOE. If it is within a proposed'developrnent area and is regulated, a notice of intent should be . sent to ALOE if a f ll action is permitted under Nationwide Permit 39. Land Use The pro posed.use,is consistent with Town land. use goals. as reflected in the zoning map. The Ian'd use in the vicinity of the site is a mix of residential uses, rnoiels,'vacant land, and a-nursing home. The uses immediately abutting the site include a small single family home and an estate with several buildings to.the west;and a motel complex to the.-east.. The nursing home is located south of the site across C.K 48. There' are other.motel uses-along the Sound; as well as a . condominium complex further to, the west of the site. There are vacant lands in the area, including a large parcel .owned by the Village of Greenpbrt which includes a wetland system . associated with Moose's Drain. The project site is zoned for'Resort Residential development, as is the entire area north of C.R. .48 for approximately % and 1/4 mile west and east of the site, respectively. To the south of C.R. 48, the zoning is Residential-80 to the west of Chapel Lane, and Hamlet Density to the east, with the exception of the parkland with the-Village of Greenport. As was discussed above, the proposed project meets the dimensional requirements within the Code, with the exception of maximum unit size. of.600 SF. The floor plans should be-reviewed to ensure conformance with the code: . Page 5 Breezy Shores @ Southold LEAF Part 1 Review Traffic The Board should request an updated`traffic study.or SCDPW approval of this curb cut with consideration of impacts on the"County Road. The traffic study 'contained with Draft EIS indicated that the proposed,project was expected to increase traffic generation on C.R. 48 by approximately 10 percent. Existing traffic levels on C.R. 48 have increased since the Draft EIS was completed, therefore the percent increase to be generated by the proposed project would have decreased. however, seasonal traffic and highway capacity may need to be considered. Traffic generation and the resulting impact remain a concern with regard to the project. The subject site is located just east of a sharp curve, which is the location of frequent•accidents and limits sight distance to the west. In order to minimize traffic impacts, the site access has been located away from the curve and acceleration/deceleration lines are provided. Visual Resources Preservation of the.rural character of Southold is a high priority within the Town, and thus views along C.R. 48 should b'e retained as much as possible. The Final EIS suggests construction of a berm along C.R. '48 with evergreen vegetation, as well as reduction in the height..of the two buildings located at the highest portion of the property near the road. A vegetated berm would partially screen the proposed development from the road, and a reduction in building height would offer-additional mitigation consistent with the Final EIS. The proposed project meets the building setbacks required under Town code. Augmentation of the existing edge of vegetation is proposed to maximize screening of the proposed development as recommended within the Final EIS to minimize.visual impacts: No berm is shown .on,plan, however supplemental plantings are.noted on the plan for the east and west property lines. A landscaped berm is recommended at the limit of the disturbance area at the southern portion of the site. Other Resources Landscape techniques should be used to minimize visual. impacts on CR. 48. Impacts.on 'community services such as police, fire and. school districts are expected to be minimal. Although a slight increase in demand for services is..expected, tax revenues generated by.the project.should offset this demand. There will be a beneficial impact on local schools, as tax revenues will increase without'a corresponding increase in.demand for services. In summary, the primary concerns related to the proposed project are the potential.for erosion, land use.impacts,. size of individual units, visual impacts, site access, and traffic'impacts as a result of the .proposed project. A portion of the vegetation on site has already been cleared, although a small vernal wet.area was created.by filling on site. Page 6 Breezy Shores-@Southold LEAF Part 1 Review This review together with the Long EAT Part I, Part II and the information contained within the Final EIS should be sufficient to allow the board to make a determination of significance. The conditions on site and in the.vicinity of the project have not substantially changed, and the Final EIS provides a complete record of environmental review, which takes a hard look at the proposed_ proj ect. In addition, the project was previously approved and:construction commenced. At this time site plan improvements can be made so that the final approval conforms as much as possible to. the findings statement contained within the Final EIS.. If the applicant wishes to change aspects of the plan from what was reviewed and concluded in the EIS process a Supplemental EIS would be appropriate under Part 61 X 9 (a)(7). The following is a summarized list of mitigation measures included as findings within the.Final EIS and identified in this review. L. The revised grading, drainage and erosion control plan should be reviewed by the Town Engineer.prior to approval.to ensure that runoff is contained within the upland portion of the site and is not directed toward the bluff to minimize loss of soils during construction,.- particularly near the bluff. It is recommended that hay bales be used to prevent sediment transport in the area. of*the"'existing structure..to be removed". The limit of clearing . should be accurately depicted in: the southwest part of the site on the revised grading, drainage and erosion Control plan. 2.. Beach access; if proposed, should be a wooden walkway :on pilings with _minimal erosional impact to the bluff. This would require separate approval from the NYS Department of Environmental Conservation. No walkway is shown on plan. 3. The proposed well installed on site for irrigation,. air conditioning and pool use, as was recommended in the Final EIS is provided. This would require separate approval from the SCDHS and the'NYSDEC' depending on the capacity of the new pump. The applicant should justify.the .use, of this well for pool water supply to ensure that public .. health is protected. 4. The revised landscape plan depicts.native plantings to provide the recommended buffers along the yards. However, no proposed construction of a berm along CR. 48 with. evergreen vegetation is. shown,to. minimize visual impacts. Some small berth with landscaping adjacent to the parking area. at the edge of existing vegetation is. recommended for visual mitigation. Page 7 Breezy Shores @.Southold 'LEAF Part,1 Review 5. No indication has been.made of the proposed unit size in the application as forwarded to our office. However we understand that floor plans have been submitted and the applicant's attorney has indicated a unit size of 600 SF. Prior findings indicated a reduction should occur in which the unit count is 58 or the individual size of the units are 450 SF at a maximum of 74 units. Floor plans should be reviewed to ensure compliance with the Zoning Code and prior findings. If the units size is 600 SF, the Board should determine if a reduction in the number of unit is appropriate as was previously required in the Final EIS "findings." 6. The Board should request that a traffic study be prepared by.the applicant or SCDPW approval of the curb cut with consideration of impacts on this County Road provided. 7. Prior findings:recommended a reduction in building height adjacent to CR 48.. Building heights should be indicated, and,height, architecture and landscape techniques used to,. ensure conformance:with prior findings. We understand building. elevations have been submitted to facilitate this review. .8. The wet-depression on site should be depicted on the site plan and evaluated to ensure .that compliance with the Clean Water Act Part 404 as administered by ACOE is achieved. If these measures are 'incorporated into the site design through an amendment of the site plan,. and if the Board is in agreement with this review, we believe there is an adequate basis on which to issue.a Negative Declaration. Please advise this office how these items will be handled; Upon resubmission of information to the Town' s satisfaction, we will complete the EAF Part H to support the Boards determination of significance. If you have any questions or,wish any further input with regard to this matter,please do not hesitate to call: Verytruly yours; NELSON OP & VOORHIS, LLC arles J. V . his, CEP; AICP, Page 8 PLANNING BOARD MEMBERS S�FFO(,� BENNETT ORLOWSKI,JR. CQ Town Hall,53095 State Route 25 �� �/ Chairman = �� P.O. Box 1179 co WILLIAM J.CREMERS y 2 Southold, New York 11971-0959 KENNETH L.EDWARDS 0 Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. �i �� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 8, 2001 Charles J. Voorhis, CEP, AICP Nelson Pope& Voorhis, LLC 572 Walt Whitman Road Melville, NY 11747-2188 RE: Breezy Sound Motel CR 48, Greenport SCTM# 1000-45-1-2.2 Dear Mr. Voorhis, As discussed in your report dated January 30, 2001, the Board is sending you an amended site plan which addresses the eight mitigation issues contained in your report. They are as follows: 1. Revised grading, drainage and erosion control measures have been sent to the Town Engineer for review. 2. The site plan does not show any beach access. 3. The well on the site will be used for irrigation only. 4. The applicant has provided a revised landscape plan that is satisfactory to the Board. 5. The size of the units is shown on the floor plan. (End units= 591.2 square feet& interior units= 593.3 square feet). 6. The SCDPW will review the traffic concerns as part of the curb cut process. 7. The architectural Review Committee has approved the elevation drawings and building height. 0 8. The wet depression has been submitted to the Town Trustees for review. We will let you know of their findings. It should be noted that the kitchenette units might not have been included in the original review of water concerns. The zoning Board on the original application prohibited the use of these kitchenettes, however, the ZBA is reconsidering this element and it now appears that they will be allowed. As.discussed in your report, you will complete part II and make a recommendation for a determination of significance. If you have any questions, or require assistance, please contact this office. ince 1 f . Kassner Site Plan Reviewer Encl. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman y1 P.O. Box 1179 WILLIAM J.CREMERS y Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. y,L O�� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Jamie Richter, Town Engineer FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound Main Road, Greenport SCTM# 1000-45-1-2.1 - DATE: May 7, 2001 Please review the attached for drainage and erosion control. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 �.�� G,y� Chairman P.O.Box 1179 o Southold,New York 11971-0959 WILLIAM J.CREMERS y = KENNETH L.EDWARDS �y • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. ,l, Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 7, 2001 Cynthia Caprise, Secretary Greenport Fire District P.O. Box 58 Greenport, New York 11944 Dear Ms. Caprise: Enclosed please find one (1) survey, dated August 7, 2000, for the Site Plan for Breezy Sound, Route 48, Greenport. SCTM#45-1-2.1 O� The enclosed site Ian is being referred to you for fire access p 9 review and for your recommendations as to whether any fire- wells are needed. Please specify whether firewells are shallow or electric. O The enclosed subdivision is being referred to you for your recommendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric: Thank you for your cooperation. Very truly yours, Robert G. Kassner Site Plan Reviewer enc. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary May 3 , 2001 Bennett Orlowski, Jr. , Chairman ;.. Southold Town Planning Board, and Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman MAY 0 5 2001 Town Hall a7eA8�rl 'I bV�1� 53095 Main Road P.O.Box 1179 I ` Southold, NY 11971 (BY HAND) Re : Breezy Sound Corp Dear Chairmen and Boards : Enclosed please find six prints of the following: 1 . Dimensional plan 2 . Grading, Drainage & Utility plan which includes A. the location of the "intermittent Standing Water" on the Southwesterly corner of the property. According to the experts at Barrett, Bonacci & VanWeele this Wet depression is not a "wetland" B. Bluff Line verified by Barrett, Bonacci & VanWeele also shown on the plan is the Town Approved setback line, the Coastal Erosion Hazard Line and erosion line. 3 . Road Profiles and Site Details 4 . Amended Site Plan which includes Planning Board requested revisions of landscape plan for the entrance . 5 . Erosion Control Plan 6 . Sanitary Sewer and Water. Main* 7 . Water Main, Drainage and Sanitary Details* L It is my understanding that the Planning Board may forward a copy -of this plan to the Southold Town Trustees for their review. I believe that we have submitted a plan which includes both board' s comments. Therefore we would . respectfully request that your proceed with your review and approval . If there is anything else you need please do not hesitate to contact me . Very truly yours, Patricia C. Moore *Plans submitted to Greenport Sewer and SCWA i r !1 PLANNING BOARD MEMBERS �ttfFO(, c 0 Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. P.O.Box 1179 Chairman coo ? Southold, New York 11971-0959 WILLIAM J.CREMERS KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATH",JR. y O�� Fax(631) 765-3136 RICHARD CAGGLkNO PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 27, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold,NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 1000-45-1-2.1 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review Committee. The report is being sent to you for your information and attention. Please feel free to contact Co-Chairman Robert Brown at 477-9752 if you have any questions, or require assistance. Since , o . Kassner Site Plan Reviewer Encl. FAIRWEATHER E I PAGE 02 Southold Town Architectural Review Commftft Mareh 20, 2001 + , i' l►*at 4:00 P.M.- UmubM Pt%M,. ' • Garrett SttaaS ..�• TUodtm Cupuk,9cuirold Smford Hanam.Man,Wk Also Numdb*waro Robert Kama,as weP"repres mbdvea for Stony Sound Motel and Sa ow. $ D►te t O tth+t►oondidonr,vinyl ddinS(140mpb rayed)was apprra ed JU lift of �x"ra¢postue, • F'-XM"Olt LI0H' N0-. Sub mie on w$t mvievred. An alt a rn t mom in dttt SSW with the Nm*Pods was requested. 7Le owner will prm&W*native mleations, Moved by Sm bcd Hanamr md,seconded by 71teodom Caap*to Vps"*ft the abm mAti02,She n1d"wan APPROVED. s ..s�Lv�: •tn• 9 �; MAR 2 6 2001 Southold Town Planning 13®ard 03i,96(2001 12:41 5154770973 FAIRWEATHER BROWN PAGE 02 Southold Town Architectural.Review Comnaittbe March 20, 2001 Plat at 4.00 P.M.- MaUbW Pruett: Garrett Strong Robert Bross T'heock ry Carpuk,Sold Swfocd Hanauer.Maltitttck Also Wetdin$Were Robert der,as well as representatives for Breezy Sound Motal and 50TOW. 5 t3: Due to rite ecar boss,vinyl siding(140mph rated)war excoved in lift of Hmuplthaipr,,at S"Wosure, P"XT91"Alt I,ICiffi'I?ta: Submission was reviewed. An alternate,lYmre in dtaraeber with *0 Nm*Fcek was requested. Mw owner will provide eltarnxdve aokdm& Moved by Sm hrd Haeauor and seconded by Thfodon Carp*to Vprova with the above ao 4tion,do AIMan was APPROVED. VA 110A. As t1t0 btrildirtg in quMift was already euroute to the site,a vegotucien buffer of the minimum of 6' war r deoL Moved by Groat Strang and aoaonded by Robert Brown the motion to socept with the above o ndltian was approved, no fodowing infotma an is required for the full miew: 1- CoUr of aiding and door. 2- ECipriar lid Exam Wttion 3- AReohaa ad aquonum locations&general spedficatim 4- Roo'pe- evoidon—type acid location. TM folkming infannshm is required for the full review: 1- -CdW of roofing and doors 2- 11Salp Ws a/above 3- wielow dotaiia The Wowing infirmetka is Taq6W for the full review: I- Coior of aidin&rnoft and doors 2- Exu dor 1 ng$xhm Ukation 3- Meokaaded apdpnm. WaNiots&general specifiadim 4- Roai`potetrsdaal-type and luctoa (`9 MAR 2 6 2001 Southold Touvn` Planning Bard SENT nY: MOOK LAW 3PFICE8; 631 765 4640; MAR-21 -01 10:47; PAGE US PATRICIA C. MOORE Attorney at Law 51020 Main Road � Southold, New York 11971 / 1/� ✓Z Tel: (631)765A330 / 1 Fix- (631)765-4643 F7,CfiTmTLE COVER SHEET The pages comprising this facsimile transmission contain confidential information from Patricia C. Moore. This information is intended solely for use by the individual entity named as the recipient hereof. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to re t rieve this transmission at no cost to You. TO: A 5SN RE: — >~evy SOUN6 C adui' AK[ MF-c--rt VG-. DATE: a 2-l G ( TOTAL NUM3ER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION I5 FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSS12LE. CLIENT NAME: OPERATOR-_I' T D ----- 8FNT 8Y: MOOPE LAW OrFICES; 601 765 4643; MAP-21 .O1 10:48; PAGE 2/5 PATRICIA C. MOORE Attorney at Law 51020 Main Ruad Suuthuld,N,'Y, 11952 Tel:(516)765-4310 Fax:(516)765-4643 Margaret Rutkowski Senretary March 21; 2001 Sennett Orlowski, jr. , Chairman Southold 'flown Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 att: Bob Kassner Re : Arch=tectural Review Committee for Breezy sound Cox-p. CR 48, Greenport, NY Dear Bob: On March 20, 2001 the ARC met with Mr. Tedaldi of Breezy Sound Corp. , his architect and me. we discussed the following: 1. The proposed lighting fixtures on the buildingu were reviewed by ARC, the ARC recommended Nautical Style lighting fixtures. The client agreed to look for appropriately styled fixtures and submit to the ARC for consideration. The ARC and client agreed that additional ground lighting should be provided around the pool . The pole lights are indicated on the site plan and the specifications are attached. Pole lighting will be, reviewed by Planning staff for code compliance . 2 . The exterior material of the buildings was discussed. The applicant insists can Horizontal Vinyl siding (clapboard style) whiQh is maintenance free and will withstand the elements on the Long Island Sound. The applicant has proposed high BENT EY: MOOP= LAY Or5TCES; 631 765 4640; P,MAP-21 -Di 10;48; PAGE M U duality Vinyl 501 140 m/hr Wind Resistant grade. Fo-ur members of the ARC were present, two members voted against Vinyl and two membera agreed with applicant that Vinyl Siding was appropriate for this prof ect- Because the vote ended in a tie- they agreed to leave it to the Planning Board. However. if Vinyl is acceptable, then the ARC has recommended the color selection of `driftwood" with white trim and quality as outlined above. The appl1cazit will accept the color selection and quality grade . I believe the above reflects the discussions of the ARC meeting and we will proceed accordingly. Very tauly yours, Patricia C.'. Moore cc: Breezy Sound Corp. 8r"_NT BY: MOORE LAW OFFICES; 631 765 4643; MAR-21 -01 10:49; PAGE 4/5 FROM M t70GLA6 P HERRLIN ARCHI', �- FAX NO. 631 324 614E ar. 12 2WI 01;41PM P1 Arm-Mounted Rectilinear Cutoff Lighting FlrtureTy ORDERING SEQUENCE CAYALOO NUMUR DIST, VOLTiriE MTfi. OFT=(Faetotir iestrltegl W1 170 KA-S bmr®ny KAI,ntJlrLftJ4$ 4L Ills TV"If f eadway ❑ R9 0 196 Shippald Instape/lie Fixtsra METAL HALIDE Jos Type III A3ymmetrtc R3 to tar ❑ 0 Single Fuss 020,277V)nla TH IFS 1y)s IV For.Throw ! R4 C 140 o OF Oouole fuse(208.240,48oV)n!a 78 175W 21T C3 W NEMAThv oLoeit Receptacle 12'No�`MOnlntNnp to �0 only(no photwonnall o TV C3 goo Quartz Reotdke System (lamp not included) C NS HOW9 tilde Shield(A3&Rd only) ❑ Ls Lamp Support Alchitedural Colors(pointed finish) OMI Medium 8=4 G OWN Whirs MOii1eT1NQ C Obi, slack Oestriptiorl `-' OVA Natural Aluminum Sguare Poll a BPix 080 Sono Stone Round Pple RP12 DOC Chstc4al Grey C Dt'C Wood P*orWail C wVN OTO Tenon GrBen 2 C TenBrig Red Williiradult ws12 9rickot ` D!e Steel Blue Mounting � AID . OPTIONAL POLE MOONTINO Shipped Ssporatsly s SPECIFICATIONS -'� 04arldAM0016 C Okl* G PEi NEMATwIst•Louk,PE(120,208.2dOV) Otgree Arm Wood Pole or WAO❑ OA72tM C NEFdA Tudif Lock PE(4tlaVj HOUSING-Rugged,heavy-gauga,lightweight aluminum Mousing.Rectilinear shape, PE7 NrrMA Twig-Look PE(277V) 40nUuously seam welded for weathertiglrt Ve Vandal Guard integrity.EPDM Otte piece,fully gaskated, extruded aluminum door frame with impact•rowstant tempered glass lens. -�- Extruded 12'aluminum arm for pole or wall 7.111• mounting.Dark bronze T61C polyester powder finish standard with optional architectural Colors available_ OPTICS•Anodized aluminum reflector.Thrse r3, 0 ID _ IES cutaff diatrlbutions avertable:Type II (Roadway);Type III(Asymmetr1c);Type IV E1A,'..B?t?l.t7mr ,` Fy (Forward TnroW),Lamp lire 7,500 hours; witilk 1.•/3a-tem ELECTRICAL SYSTEM-Constant wattage ACCENQRIEB(Reid 14011lld-ontof os aulmransformer,10%Copper wound and isperha Ile)Nrm) factory tested.Positive larking disconnect rel s movinal StlpthtrrIs ordered as separate Tine item.Important plug, wlel mti enoeet ory,an AM or optional DA120 mounting arm must USTINS-UL 16721I1t@O for wet I0C2V0ns. be ordered on the ftnttn. Tenon t 2 2 3 S s SOCKET- Porcelain mopui but socket Posidon oriented for horliorfW lamp opera- N01^El: Sltl fikture9 fixtures fixtures Nxtures fixtures fixturesti0q.Dapper allay nickel plated wow shot)and UL*Tap HaIIxf(12I)xf&.24A277V). at 180' at Sir 11120' at out algal i Llay!>e orderer!as x eery.MUST z a oo T2atoe o g aeo 2g-490 center contact,UL listed 1 SCOW-600V,4KV see Cutoff Accessories Sher:t for 274r CID T75.1 W T2-210 T23-290 T25.320 45,390 T25-420 pulse rated. ordeft ink m von. 4' OD M190 T35,290 TU.100 T35.320 T35.390 M-40a Air Goinplets tiumoltw3 a Applluaw Itdprmetlon,See oplliaax a Aeeewtiss Shoot C•d/A. Aw,�1 _S�l�id/ tYlP>PI'94'yd71� 6/89 SENT S": MOM-2 LAW OFFICES; 631 765 4643; MAR-21 -Oi 10:49; PAGE 515 FROM DOBLA5 P HERRL I N ARCH CI, FAX NO, 631 324 6148 fir. 12 2001 01:37PM P2 i / t � � r i f iV�?.lCsl�� a" 1 QU pz My QL 1 , PLANNING BOARD MEMBERS OSVFF�(�►C BENNETT ORLOWSKI,JR. ��► QG Town Hall, 53095 State Route 25 Chairman h`� 'yam P.O. Box 1179 WILLIAM J.CREMERS C Southold,New York 11971-0959 KENNETH L.EDWARDS Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. • Fax(631) 765-3136 RICHARD CAGGLANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Albert J. Krupski Jr., President, Town Trustees FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound Motel CR 48, Greenport SCTM# 1000-45-1-2.1 DATE: March 14, 2001 As discussed, there is a wet area on the southwest part of this property. The approximate area is marked on the attached site plan. This property is across from San Simeon and had two foundations poured before the project was stopped due to economic conditions. As you enter the property walk to the left(west) in about 300' from Cr 48. There is a yellow marker on a low bramble;the wet area is to the west of this point where the property slopes down to a swale. I noticed two separate wet areas. Apparently animals use this area for drinking, as there is evidence of their presence. Please let me know the results of your field visit. PLANNING BOARD MEMBERS �S�FFO1,�-c BENNETT ORLOWSKI,JR. O� OG Town Hall, 53095 State Route 25 Chairman I`y` y P.O. Box 1179 WILLIAM J.CREMERS o Southold,New York 11971-0959 KENNETH L.EDWARDS W Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO y/fJol �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 2, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold,NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport,NY 11944 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review. Committee. The Board has accepted the report, and is sending it to you for your information. If you have any questions, or require assistance, please contact this office. re , Kas r Site plan Reviewer Cc: Garrett Strang, Robert Brown, Co-Chairman, Architectural Review Committee PLANNING BOARD MEMBE BENNETT ORLOWSKI,JR. �0' �CO Town Hall, 53095 State Route 25 ChairmanWILLIA Gy P.O. Box 1179 M J.CREMERS coSouthold, New York 11971-0959 GEORGE RITCHIE LATHAM,JR. O KENNEENNET L.EDWARDS y • Telephone (631) 765-1938 RICHARD CAGGIANO y�o aO� Fax(631) 765-3136 1 � �► PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 14, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 100045-1-2.1 Dear Mrs. Moore, As you know, the Planning Board reviewed its consultant's environmental report on the above project at its work session on Monday March 12, 2001. The Board has adopted the following items: 1. The Town's Engineer will review revised grading and erosion plans. 2. The site plan does not show any beach access. 3. . The well on site will be used for irrigation only. 4. Applicant will prepare a landscaped plan for the area next to CR 48. A small berm planted with a mix of rhododendrons, mountain laurel and a mix of evergreens will be planted on top of the berm. Consideration should be given to replacing several of the locust trees on the southwest side with red maples. These trees have been severely pruned. The red maples should be planted at least 25' back from the road and overhead wires. The Board would be pleased to review a plan developed by the applicant. 5. Applicant and Planning Staff will meet with the Suffolk County Department.of Public Works to determine location of entrance. 6. Building height will remain the same as originally proposed. Roof slope will be increased as indicated by the Architectural Review Committee. 7. Wet depression to be shown on the plan, if found on the property. 8. Bluff line to be verified by applicant. Show the Coastal Erosion Hazard Line. 9. Applicant to review and indicate any recent erosion to the bluff at beach level. 10. Applicant to provide sewer and water contracts. 11. Town Trustees to review wet area, if any, after location is shown on the plan. If you have any questions, or require assistance please contact this office. ' cep ly, r ert G. Kassner Site Plan Reviewer Encl. Cc: Town Trustees Town Engineer DOUGLAS P. HERRLIN Architect j 62 Newtown Lane, East Hampton,L.I.,New York 11937 631-324-6148 26 February 2001 Architectural Review Board Town of Southold Southold Town Hall 53095 Main Road Southold, New York 11971 Re: Breezy Sound/Cliffside County Road 48 Greenport NY 11944 Dear Board Members: Please be advised of the following revisions to the construction drawings for the subject project: (a) Floor to ceiling heights at first and second floor of all buildings containing living units have been changed from 10 feet to 9 feet, resulting in a twoYlp reduction in building height. T-WI (b) In conjunction with the above,all door and window heads have been set at a standard 6'-8" above finish floors. (c) All building trim, soffits,fascias,clapboard siding is to be vinyl of white-cselflr with trim to be of a contrasting tone, gable ends of vinyl are to match color of clapboard siding. (d) Exterior entrance doors are to be six panel colonial style painted to match trim. (e) Windows and sliding doors of various sizes are to be vinyl and/or vinyl clad. (f) Roofing is to be asphalt shingle, color to be per sample previously submitted. (g) Roof venting is to be accomplished at soffits and through ridge vents. (h) Venting for plumbing facilities and high efficiency gas burning HVAC units passing through roofs will be on the water side of all buildings wherever possible and such vents will be painted to blend into roofing. It is hoped these actions address all remaining concerns and will make possible approval by the board. Your assistance in this matter is appreciated Very truly y urs, r Douglas P. Herrlin Architect PATRICIA C. MOORE - Attomey at Law 51020 Mairi Road Southold,N:Y.-11952 - Tel: (631)765-4330 Fax:(631)765-4643 Margaret Rutkowski Secretary February 6, 2001 Garrett Strang, Co-Chairman Robert Brown, Co-Chairman (to their office and Town Hall) Southold Town Architectural Review Board FEB 14 2001 i Town Hall 53095 Main Road SautholdTown P.O.Box 1179 Southold, NY 11971 ��tinIng � (BY Fax) Re : Breezy Sound Resort Motel project Dear Chairman and Board: In response to the Town of Southold Architectural Review Board recommendations the following comments are submitted for your consideration: -Recommendation: Break up the parking for the front buildings, relocate some parking for the front buildings to the interior area between the buildings Response: The parking consists of 24 spaces which serve 24 units in the adjacent building. The entrances are on the South side of the building, relocating these parking spaces to the opposite sides of the buildings (north side) will make parking very inconvenient . The site plan has been carefully reviewed and prepared with complete and detailed engineering and drainage by Barrett, Bonochi & Van Weele, P.C. at a cost of @$70, 000 . 00 and eight months of work, the relocation of parking would require all new engineering and redesign of the site plan and drainage, as well as the redesign of the building entrances . The Planning Board had recommended that we maintain a non-disturbance buffer in the front as is shown on the planting plan. The owner is willing to construct a low berm along the road with landscape or add vegetation to the natural , buffer which will block the view of the parking. A detailed planting plan was submitted with the site plan and if you have suggestions we will make every effort to incorporate your recommendations into the existing plan. Color of buildings and roofs- The applicant agrees with your observations, he does not want black and white color scheme - the softer exterior color contrasted with the roof is proposed as follows : (see samples at meeting) _ Building A- Sandpebble siding w/ Rustic Slate roof Building B- Harbor Blue siding- Rustic Virginia Slate roof Building C- Driftwood siding- Old English Pewter roof Building D- Clay siding- Old English Pewter roof Building E- Pearl siding- Weathered Wood roof Office : white siding Rustic Evergreen roofing The buildings could be a variety of architecturally compatible colors as listed above or all one color scheme all fascia & trim work and exterior doors and railings white Applicant accepts the ARC' s recommendation that the white casings around windows be wider: the window units contain a 3 " flange which will appear as a casing (white color.) . Siding: 5" wide- "American Dream Dutch Lap 5" or "American . Dream 5" (samples available at meeting the ARC can choose either is acceptable to owner) - change Roof pitch for dormers to 5 or 6 - (inconsistent with Planning Board recommendation) The Planning Board had requested that the building height be reduced so this was accomplished by lowering the roof pitch and the interior ceilings were reduced from 10 , to 9 ' . Additional information which you asked to review: 1 . color and material details/specifications for the handrails - 2 x 2 cedar spindles and 2 x 4 cedar top railings painted white 2 . color and material details entrance doors, details of the glass panels for terrace doors all doors flush fiber glass painted white ( grills in front but do not want grills in back) 3 . Advise of type of heating system proposed- Natural gas and central air conditioning - no vents required for gas units, any roof vents will have "cap master" (see catalogue colors) 4 . Roof vent with "Ridge Master Plus" (catalogue at meeting) Finally, I have made the owner aware that the bathroom for the pool house was handicap accessible but the entrance doors to the pool house bathrooms must also be handicap accessible width. Because Bob Kassner will be on vacation I will bring the catalogue and color/material samples to the meeting. I have his permission to meet with you during his vacation in order to avoid delay. The Planning Board will be meeting with us March 5, 2001, we hope to have your recommendations by that date . Thank you for your anticipated cooperation in this matter. Very truly yours, Patricia C. Moore cc : Breezy Sound Corp. Bob Kassner 8-NT V: MOORE LAW OFFICES; 631 765 4PS43; FED-13-A 15:06; PAGE 2/4 PATRICIA C,MORE Attorney at Lair 51020 MbLa IZead Southold,Id.Y. t W2 Tel(631)765-4.130 Fax:(631)765.4643 Margret Rutkuwsk's Secretary February G, 2001 1 Garrett Strang, Co-Chairman Robert Brown, Co-Chairman (l.o their office and Town Hall) I Southold 'Town ArchitecL'ural Review T3oara Town Hall 53095 Maid Road F.O.Box 1179 Southold, NY 11971 (BY Fax) Re: nreezy Sound Report Motel project Dear Chairman and Board: In response to the Town of Southold Architectural Review Board recommendations the following comments are submitted for your consideration: -Recommendation: Break up the parking for the front buildings, relocate some parking for the front buildings to the interior area between the buildings Response: The parking consists of 24 spaces which serve 24 units in the adjacent building. The entrances are on the South side of the building, relocating these parking spaces to the opposite sides of the buildings (north side) will make parking very inconvenient . the site plan has been carefully reviewed and prepared with complete and detailed engineering and drainage by Barrett, Bonochi & Van Neele, P.C. at a cost of C070, 000 , 00 and eight months of work, the relocation of parking would require all new engineering and redesign of the site plan and drainage, as well as the redesign of the building entrances. The Planning Board had recommended that we maintain a non-disturbance buffer in the front as is shown on the planting plan. The owner is willing G0 construct a low berm along the road with landscape or add vegetation to the natural buffer whicL will block the view of the parking. A detailed planting plan was submitted with the site plan and if you have suggestions we will make every effort to incorporate your recommendations into the existing plan. i GET D`!: MOORE LAW OFFICES; 5 631 765 4643; FED-1.3 15:06; PAGE 3/4 1 Color of buildings and roofs- The applicant agrees with your observations, he does not want black and white color scheme - the softer exterior color contrasted with the roof is proposed as follows: (see samples at meeting) Building A- Sandpebble siding w/ Rustic Slate roof Building B- Harbor Blue siding- Rustic Virginia Slate roof Building C- Driftwood siding- Old English Pewter roof Building D- Clair siding- old English Pewter roof Building E- Pearl siding- Weathered wood roof Office: white siding Rustic Evergreen roofing The buildings could be a variety of architecturally compatible colors are listed above or all one color scheme all fascia & trim work and exterior doors, and railings white Applicant accepts the ARC` s recommendation that the white casings around windows be wider: the window units contain a 3" flange which will appear as a casing(white color) . Siding; 511 wide- "American Dream Dutch Lap 5" or "American Dream 5" (samples available at meeting the ARC can choose either is acceptable to owner) - change Roof pitch for dormers to 5 or 6 (inconsistent with Planning Board recommendation) The Planning Beard had requested that the building height be reduced so this was accomplished by lowering the roof pitch and the interior ceilings were reduced from 10 , to 6 ' . Additional information which you asked to review: 1. color and material details/spocifictations for the handrails - 2 x 2 cedar spindles and 2 x 4 cedar top railings painted white 2. color and material details entrance doors, details of the glass panels for terrace doors all doors flush fiber glass painted white ( grills in front but do not want grills in back) 3 . Advise of type of heating system proposed- Natural gas and central air conditioning - no vents required for gas units, any roof vents will have "cap master" (see catalogue colors) 4 . Roof vent with "Ridge Master Plus" (catalogue at meeting) Finally, I have made the owner aware thaL Che bathroom for the pool mouse was handicap accessible but the entrance doors to the GY: P100R=. LAW OFFICES; 601 765 4640; FE8-10-01 15::,7; PAGE 4/4 1 pool. house bathrooms must also be handicap accessible width. Because Bob Kassner will be on vacation I will bring the catalogue and color/Material samples to the meeting. I have his permission to meet with you during his vacation in order to avoid delay. The Planning' Board will be meeting with us March 5, 2001, we hope to have your recommendations by that date. Thank you for your anticipated cooperal ion in this matter. Very truly yours, Patricia C. Moore cc: Breezy Sound Corp. Bch Kassner NELSON, POPE & VOORHIS, LLC 1 FNVI R O'N MENTAL PLAN N I N'G C O N S U L T I N G II CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,P.E.•VINCENT G.DONNELLY,P.E. VICTOR BERT,P.E.•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON,JR.,P.E. PAUL M.RACZ,P.L,S. January"30, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road P.O: Box 1179 Southold,NY 11971 Re: Review of Long EAF Breezy Sound Corp. � �p JAN 3 1 2001 6147 County Road Route 48, SCTM No. 1000-45-1-2.1 outh01dT6 r . N&PV No. 98106 plannin da' Dear Mr. Kassner:. As per your request, we have completed a preliminary review of the above referenced action, which is an Unlisted action under'the State Environmental Quality Review Act. The project is currently known as Breezy Shores, although'the original application was made under the name of Cliffside. The 1.13. acres subject site is located on the north side of North Road (County Road 48) approximately 200 feet east of Chapel Road in the Town of Southold. The proposed action involves the construction of a 68-unit motel,complex with kitchenettes in all. units: In addition the applicant proposes a pool house,'swimming pool, office, and a manager's apartment.;The property would be accessed by a single drive, which would loop to serve the proposed units: Seventy-nine (79)parking spaces are provided, including four (4) handicapped stalls based on one per unit and 10 employee spaces as required by code. The use will be connected to public sewers and public-water supply. The property .is zoned Resort 'Residential (RR). The site_plan meets the requirements for minimum lot area and yard setbacks'-within the zone. The livable floor area requirement under the Bulk Schedule for Resort Residential District in the Town Code .is 850 SF except one- bedroom or studio in multiple.dwellings may have 600 SF. There is no indication on the. Site Plan or within the EAF .of the proposed unit size. ' We.'understand that floor.plans have been - submitted and the applicant's attorney,indicates units will not exceed 600 SF. . The project site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 Percent are present along the bluff as well as in the interior of the site. Under existing conditions, the bluff is vegetated with a variety of maritime shrub species. Much of the remainder of the site Pa9 1 572 WALT WHITMAN ROAD, MELVILLE, IN 9 47-21 E3E3 C6311 427-5665• FAX (E311 427-5E20 • www.nelsonpope.com Breezy Shores @ Southold LEAF Part 1 Review . -was.cleared-when construction was initiated in the late 1980's, and grading and filling has altered the original topography of the,site. This grading'has'created,,a wet area in the southwestern corner of the site which supports a limited number of wetland plant species.' NP&V has reviewed the past SEQRA document's prepared for the subject application, which was originally_ submitted in the_early 1980's. A Draft Environmental:Impact Statement (EIS)' was submitted in_July, 1985,'with a final revision in,October 1987.- A Supplemental Draft EIS was, then completed to, further address specific concerns, and the documents were accepted as- a. compete Draft EIS on `October '18, - 1988. Szepatowski Associates 'Inc., Environmental Consultants &Planners, prepared the,Einal-EIS in February'1989 responding to separate written comments on. the'Draft EIS and-testimony from a November 14, 1,988 hearing. No findings statement was adopted by the, lead agency, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. ,The "findings included in the Final EIS were as follows:. The Lead.Agency would find an alternative that. a) increases the amount of natural buffer to a minimum of thirty feet along,Middle Road and on the east and west sides of the property;. b) that reduces the unit count to .58, or reduces-the individual unit size to 450 sf at a maximum of 74 units c) reduces the'buildings facing on Middle Country Road to one story, and d) incorporates the`findings on the subjects` of traffic,''visual impact,, water supply and sewage .'disposal, , recharge, and shoreline and- erosion control, will minimize environmental impacts to the greatest degree practicable: The latter general statement included the following recommendations from the body of the Final EIS: r As sight distance is of concern at a curve immediately west.of.the site, a reduction in the number and size.of the units is suggested'to mitigate traff c impacts; Greater set=back of"the buildings along C.R. 48,•'is recommended,, and a berm with coniferous trees:(other.than black pines) should be provided to minimize.visual impacts. As potable water supplies are limited, a separate well for irrigation,.pool use and air conditioning is-recommended. :Use. of drought-resistant 'vegetation and an automatic sprinkler system activated by soil moisture are also,suggested: .Page 2 Breezy Shores@ Southold LEAF Part 1 Review Due to-the presence of soils with low permeability on site; redesign of the drainage -system to accominodate`a six inch design'storm with no increase in.runoff,was'requested equested to, minimize erosion of the bluff. A reduction• in•the impervious surfaces on site.'is : suggested to aid in accomplishing'this. - The proposed concrete walkway to the'beach should be rep" an elevated wooden. walkway to,minimize disturbance.of vegetation and erosion of the bluff. -Silt-fencing must be installed prior to removal of topsoil.on site, and runoff must not be- allowed.to pool on site during construction. Runoff shouldbe recharged near C.R. 48,or. near the center of the site rather than•along the bluff. Reduction,of the proposed unit~size from"911 sf.•and 1,042,s f to 450 sf is suggested as more reasonable for a motel unit to minimize,the likelihood of long-term residency. A final site plan was then approved'on December 18, 1.989, which incorporated some,but not all, of the recommendations outlined in the Fina1.1EIS. Construction was initiated following approval of the,site,plan,,but,the work was never completed.,_The site was ,cleared and'preliminary grading was-undertaken, with topsoil stockpiled near the proposed tennis courts. Foundations were poured for the two proposed buildings nearest the,bluff, and are still present:- A small frame' cottage also remains on the property from an earlier,use; but.the garage has been removed..'The applicant now, wishes to' resume construction-of the,proposed motel,.however, the approval.has expired and a new SEQRA determination is necessary. The following .text will discuss the existing conditions,and potential impacts of the proposed project in.more detail. Geotogic Resources' . There is a potential for erosion impacts as.a result of,the proposed:project:- The project-site is located, on.a.bluff overlooking Long Island. Sound, and'steep slopes of over 15"percent ate present,along the bluff,as well as,in the interior of,the'site. . Alteration of the.topography of the property occurred in conjunction with preliminary construction activities, and a low, wet area with steep slopes.was created in the southwestern portion of.the' property. The bluffs along the north shore of Long Island typically experience ongoing erosion due to wind' and wave action, and the Town-Code requires a 100 foot.setback from the top of a,bluff for new construction. The Town delineated.the edge of the bluff for the-original-application, and a 100 foot buffer will be maintained from this line to minimize erosion impacts. The ,height,of the bluff.is approximately 30 feet;.with lower elevation at a slight,swale to the northeast.' The . proposed setback' is expected to provide adequate protection of'the bluff, although revised grading:and•drainage plans should be reviewed by the Town Engineer to insure that runoff is contained`on site.• In addition, the erosion control plan:should-also:be reviewed by the Town Engineer to minimize loss:of soils during construction.: ; ,Page,3 Breezy Shores @ Southold LEAF Part 1 Review The,original topography has been altered by`grading in preparation for construction.,,- Fill was, deposited to raise the elevation of-proposed buildings-A and D. As,extensive disturbance has already occurred, completion of the project is not expected to result in further impacts, as long as, sediment and run-off is contained on the upland portion of the site:, If the applicant seeks approval for'beach, access,'a wooden walkway is recommended consistent with the Final EIS., None has been depicted,on the.-site plan. Water Resources The'elevation of groundwater beneath the subject site is approximately 0.to 1 foot above mean' sea level (msl) according to the 1997 SCDHS map, and the topographic elevation-is,ranges from. 0 to approximately 58 feet above msl in the northeastern portion of the site. Thus, although the depth to groundwater is approximately 0, "to 57 feet below the-surface, although the minimum depth within the proposed "development area' is more than 30 feet. This- should not present constraints on the proposed-project. There are no natural freshwater features''on' the subject site, although a vernal wet area was. created by the grading of the site in conjunction with prior- preparation for development (see Ecological Resources Below). Significant impact to Long'Island Sound is 'not expected as a result of the proposed.project. The project will be served by the existing,water and sewer districts, and no wastewater discharge to groundwater is anticipated.. As was recommended,`in the FEIS, an irrigation well is proposed. ' on the revised.site plan. This will minimize the impact of the project on,the local water district. The-applicant may wish.to' consider an alternate source of water supply for- the pool. Water . quality tests should be conducted.and,,SCDHS consulted.' The applicant should,advise the Plan ngin Board of the final decision with justification�that public health will.be protected. Ecological Resources At the time the Draft EIS -was prepared, the habitats found..on:the subject site included successional woodland on the upland portion of the property.and maritime'shrubland along the- bluff. The 'shrubland along the bluff remains intact, but.most of the remainder of the site was cleared and the topsoil stockpiled in preparation for construction. As described in the Draft EIS, this portion of the site `originally contained a.successional woodland habitat dominated by locusts, cherry;and_other early successional tree species. Th'e cleared areas are now characterized by:early successional herbaceous species and scattered shrubs, and there.are barren areas where=- erosion has not permitted recolonization. Page 4 Breezy Shores'@ Southold LEAF Part 1 Review' The landscaping plan as recommended as.part of the:f nal review ensures that buffer areas augmented by-native plantings create vegetated buffers of 30 and 50 feet.along the side and rear yards, respectively. 'As was discussed above, 'a small wet area was created in the southern portion of.the site by ,grading activities. This area is too small to,be,regulated as a wetland by the NYSDEC under Article 24, .which only regulates wetlands of less than 12.4 acres-if they are deemed of "local significance". .As the,wet area was recently created, it does not appear to meet-the criteria for' -local significance. In addition; the Southold Town Code regulates only those features included under Article '24., Although this area'does have limited value and might develop into a true wetland over time; there are extensive natural.wetlands in the"area. Revision of the site plan to preserve this area does not.appear. warranted. However, 'the Army Corps of Engineers (A.COE) has traditionally;regulated small wetlands which possess characteristics of wetlands by the-three parameter delineation approach, (although -this authority hasbeen called into :question in another ACOE District). Under ALOE Nationwide Permit 39,f ll'of such features is'allowed up to '/4 acre. Therefore the feature should.be delineated,',mapped and a jurisdiction request.sent to ACOE. If it is within a prop osed'development area and is regulated, a notice of intent should be sent to>ACOE if a fill action is•permitted under Nationwide Permit 39: Land Use The proposed,use,is consistent with Town land, use goals as reflected in the zoning map., The land use,in,the vicinity of the site is a mix of-residential,uses, motels,'vacant land, and a'nursing home. The uses immediately abutting the site include a small single family home and an estate with several buildings to the west,and a motel complex to the east. The nursing home is located south of the site across C.R., 48. There' are other motel uses along the Sound; as well as a . condominium complex further to the west of.the site. There are vacant lands in the area, including a.large .parcel .owned by the Village of'Greernport which includes a wetland system associated with Moore's Drain. The project:site is zoned for Resort.•Residential development, as,is'the-entire area north of C.R. 48 for approximately %a and 1/4 mile west and east of the,site, respectively: To the south'of C.R. 48, the zoning is Residential-80 to the west of Chapel Lane, and Hamlet-Density to the east,with the exception of the parkland-with the-Village of Greenport. . As was discussed above, the proposed project meets the dimensional. requirements within the Code,'with the,ekeeption' of maximum unit size, of.-600 SF. ,The floor plans should be;reviewed to ensure conformance with the code: Page 5 Breezy Shores @ Southold LEAF Part 1 Review Traffic _ The Board.should request an updated'traffic'study or SCDPW,.approval of this curb cut,with , consideration of impacts on the `County-Road. The :traffic study contained with Draft EIS indicated that'the proposed,proj ect was expected to increase traffic generation on',C.R. 48 by approximately 1Op ercent. Existing traffic levels on C.R. 48 have increased since the Draft EIS was completed, therefore the percent increase to be generated by the proposed project would have decreased. However, seasonal traffic and highway capacity may need to be considered. Traffic,generation and.the,resulting, impact remain a concern- with regard to the.project.- The .,subject,site is located just east of a sharp 'curve, which is the location of frequent•accidents.and ' limits sight distance to the west..:In`order to minimize traffic impacts,, the site access has been . located away from the curve and acceleration/.deceleration lines are provided. ' Visual Resources Preservation of the ruratcharacter'of Southold is a high priority within.the Town, and thus views along C.R. 48 should be retained as,much as possible. The Final EIS,suggests construction.of,a berm along C.-R.-'48 with,evergreen vegetation, as well as reduction in the height-,of the two buildings`located at the highest portion of the.property near the road. -A vegetated berm would partially screen the proposed development',from' the road, and a reduction in building height' would offer additional mitigation consistent with the-Final EIS. The proposed project meets the,building setbacks required under Town code. Augmentation of the existing edge of vegetation.is proposed to maximize screening of the proposed development as recommendedwithin the Final EIS to minimize:visual impacts; 'No berm'is shown on plan, however supplemental plantings:are noted on the plan for the,east and west property lines. A landscaped berm is recommended at the limit of the disturbance area at the southern portion of the site. Other Resources Landscape techniques should be used to minimize.visual impacts on CR 48. Impacts'.on _ community services; such' as police, fire and school districts are 'expected. to, be minimal. Although a slight increase in demand for services is expected, tax- revenues generated by.the project.should offset this demand. There will.be a,beneficial impact on local schools, as tax' revenues will increase without a corresponding increase in demand for services. In summary,;.the primary concerns related to the proposed project are the potential,for erosion, land use.impacts, size of individual units, visual impacts,' site access, and traffic'impacts as a result of,the ,proposed project., A portion,of the vegetation on site has already•been,cleared, although a small vernal wet.area.was'created by filling on site. Page 6 Breezy Shores.@ Southold LEAF Part 1 Review This review together with the-Long EAF Part I, Part II and the information contained within the Final EIS should be sufficient, to allow the board to make a determination of significance. The conditions on site'and in the vicinity ofthe project�have not substantially changed, and the Final EIS provides a complete record of environmental review, which takes a hard look at the'proposed project. 'In addition, the pr'oject'was previously-approved and,construction commenced. At this time site plan improvements can be,made so that the"'final,approval conforms as much_as,possible to, the. findings statement contained within the'Final.EIS.: If the applicant wishes-to change aspects of the plan from what was reviewed and concluded'in the EIS process a Supplemental'EIS would be appropriate under,Part 617.9,(a)(7)• The following is a summarized list of mitigation measures included as findings within the Final_ EIS and identified in this review:, 1,- The revised grading, drainage and erosion control plan 'should be',reviewed,by•the Town Engiiieer'prior to'approval.to ensure that runoff is contained within the upland"portion of, the,site and is not directed'toward.the bluff to minimize loss of soils during construction,., particularly near the bluff. It is recommended that hay bales be used to prevent sediment, transport in the..area. of the'"existing structure-to be removed". The limit of clearing . should be accurately depicted.in, the southwest part of the site on the revised grading., drainage and erosion,control plan. 2. Beach' access; if proposed,` should- be a wooden walkway ;on pilings with .minimal erosional -impact to the bluff. This would require, separate' approval from the:NYS Department of Environmental Conservation. No walkway is shown on plan. -3.-- The proposed well installed on site for irrigation,.'air conditioning and pool use, as was , recommended in the Final EIS is provided. This would require separate approval from the SCDHS and the NYSDEC,depending on the capacity .of the ,new pump. The applicant should justify_the use of this well for,pool water, supply to ensure that public 'health is.protected: 4. The revised landscape plan,depicts,native plantings'tolprovide the recommended buffers along the. yards. However, no proposed construction of.a berm along-C.R. 48 with evergreen vegetation is, shown to minimize ,visual` impacts. ,Some small berm with' landscaping adjacent, to the parking area. :at the edge of existing; vegetation is, recommended for visual mitigation. Page 7 _ Breezy Shores @.Southold LEAF Part,1 Review 5.. No indication has been.made of the proposed=unit size'in the application as'forwarded to ,our office. However we" understand that floor plans have been submitted and the applicant's attorney has indicated a,unit size of 600' SF. -..Prior- findings indicated a reduction should occur in which the unit count is 58 or the individual size of the units are 450 SF at a maximum of 74 units., Floor plans should be reviewed to ensure compliance with the.Zoning Code and_prior findings. If the units size`is 600 SF, the Board should determirie'if a reduction in-the number of:unit is appropriate as was previously required in. the Final EIS "findings." 6. The Board should request.that a"traffic study'be.prepared by=the applicant or`SCDPW approval of the curb cut with consideration`of impacts on this County Road-provided. 7. Prior findings.recommended a reduction in building height adj acent to CR.48.. Building Heights should;be indicated, and.height,'architecture and landscape techniques used to, . . ensure'conformance With prior findings. " We understand building elevations, have been' submitted'to_facilitate this review., 8. The wet,depression on site should be depicted on-the-site plan and evaluated to ensure .that, compliance with the Clean Water -•Act, Part 404 .as administered by. ACOE is- , achieved. If.these: measures are `incorporated into the site design through an amendment"of the site plan,, and if the Board is in agreement with this review; we believeahere is an adequate basis on which e to issue.a Negativ Declaration. Please advise this office how these items will be handled. Upon resubmission;of information to the Town's satisfaction, •we,_will complete the EAT Part IL to support the Boards determination of'significance. ' If you have any questions or wish any further input with.regard to this matter,please do,not hesitate to call: . Very'truly yours, . NELSON OP & VOORHIS, LC arles J. V his, CEP; AICP Page 8 . JAN-30-2001 10:15 516 425 1257 P.01 9 Ph .�+i � NELSON, ROPE & VOORHIS. LLC ENVIRdNMENTAL - PLANNING • CONSULTING S72 WALT WH[7MAN ROAC,MELVILLF-NY 11747•21IO (831) A27-SEES FAX (S311 427-5E20 npvansls❑npcpaccrn FAX CO, ER SKEET TOO Bob Kassner Phone: Pax: (631) 765-3136 From., Chic Voorhis .date: January 30, 2001 Breezy Shores No. of.Pages: 9 (including Cover) Comments: Dear Bob, Attached, please find our review of the above referenced project. Please call if you have any questions. Sincerely, Chic JAN-30-2001 10:15 516 425 1257 P.02i09 NEL.BON%p PLiaaE & VOORHISt L.LC E N V I R O N M 6 N T A L P L AN N I N G CC N S U 6 T IN G • CHARLES J.VDORHI&,CFR AICP r AFiTNUR J.KOER9ER,P.G.•VINCEN Y G.DONNELLY.P.E. r VICTOR CERT,P.E-*JOSPH R.EPIFANIA,PE.1 ROBERT G.NELSON,JR•,PE ` PAUL M.AAM RLS. January 30,2001 'Mr. Robert G. Kassner . Southold Planning Board Town Hall, 53095 Main Road P.O. Box 1179 - Southold,1 119.1 Yee: Review of Long LEAF Breezy Souud Corp. 6147 Conaty R.osd Dante 49,MWiVIO SCTM No. 1000-45-1-2:1 N&FV No:98106 Dear Mr,Kassner: As per your request, we'have completed,a preliminary review of the above referenced action, which is an Unlisted action-under the State Environmental Quality Review Act. The project is currently known as Breezy Shores,although the original application was made under the name of Cliffside. The 7.13 acres subject site is located on the north side of North Road (County Road 48)approximately 200 feet east of Chapel Road.hi the Town of Southold. The proposed action involves rho construction,of a 68-unit motel complex with kitchenettes in all units. In addition the applicant proposes a pool house, swimming pool, office, and a manager's apartment. The property would be accessed by a singte drive, which would loop to serve the proposed units. Seventy-nine (79)parking spaces aTe provided, including four (4) handicapped stalls based on one per unit and t0 employde spaces as required by code. .The use will be connected to public sewers and public.water supply. The property is zoned Resort Residential (RR). The site plan meets the requirements for minimum lot area and yard setbacks within the zone. The livable.floor area Taquirement under the Bulk Schedule for Resort Residential District in the Town Code is 850 SF except one- bedroom or studio in multiple dwellings may have 600 SF. There is no indication on the Site Plan or within the EAF of the proposed unit size: We. understand that floor plans have been submitted and the applicant's attorney indicates units will not exceed 600 SR The project site is located on a bluff overlooking Tong Island.Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Under existing conditions, the bluff is vegetated with a variety of maritime shrub species. Much of the-remainder of the site Pale Y E572 WAL.T WHITMAN RC)AM, MELY(LLM. NY I A7-121 G8 WO'1)427-n0G9k•FAX cast)407.58213•WWW.nelmCrmIpepB.Com .JAM-30-2001 10:16 516 425 1257 P.03/09 Breeay Shores @ Southold LEAF Yart 1 Review was cleared when construction was initiated in the late 1980's,and grading and filling has altered the original topography of the site. This grading has created a wet area iu the southwestern corner of the site which supports a limited number of wetland plant species. NP&V has reviewed.the past SEQRA documents prepared for the.subject application,which was originally submitted in the early 1980's. A Draft Environmental Impact Statement (EIS) was submitted in July, 1985, with a final revision in October 1987.. A Supplemental Draft EIS was then completed to further address specific concerns, and the documents. were accepted as a compete Draft EIS on October 18, 1988. Szepatowski Associates Inc., Environmental Consultants & Planners, prepared the Final.EIS-in February 1989 responding to separate written comments on the Draft EIS and testimony a0m a November 14, 1988 hearing. No findings statement was adopted by the lead ageucy, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. The "findings" included in the Final EIS were as follows: The Lead Agency would find an alternative that: a) increases the amount of natural baffer-to a minimum of.thirty feet along Middle Road and on the east and west sides of the,property; b) that reduces the unit count to 58 or reduces the individual unit size to 4S0 sf at a maximum of'74 units c) reduces the buildings facing oit Middle Country Road to one story, and d) incorporates the findings on the subjects of traffic, visual impact, water supply and sewage disposal, recharge, and shoreline and erosion' control, will minimize environmental impacts to the greatest degree practicable. The latter general statement included the following recommendations from.the body of the Final PEI& As sighi distance is of euricerr, at a curve immediately west of the site, a redaction in the number and size.of the units is suggeste&to mitigato traffic impacts; Greater set-back of the buildings along C.R. 48 is recommended, and a berm with coniferous trees (other.than blackpines).should be provided to minimize visual impacts. As potable water supplies are limited, a separate well for irrigation:, pooh use and air conditioning is recommended Use,of drought-resistant vegetation and an automatic sprinkler system activated fly soil moisture are also suggested. Page 2 JHN-30-200 10-16 516 425 1257 P.04/09 preea� shores @ Southold LEAF Part 1 Review Due to the presence of sails•with low•permeability on site, redesign'of the drainage system to aceommodate•a six inch design storm with no increase in runoff was requested to minindre. erosion of the bluff. A reduction in the impervious ,Surfaces an site suggested to aid in accomplishing this. The proposed concrete walkways to the beach should be replaced by an elevated wooden walkway to minimize disturbance of vegetation and erosion of the bluff. Silt fencing must be installed prior to removal of-topsoil on site, and runoff must not be allowed-to pool on site during construction. flunof)`'should be recharged near C.R. 48 or near the.center of the site rather than along taze bluff. Reduction of the proposed unit size from 91 s f'card 1042 s f to 450 s f is suggested as more reasonable for a motel unit to minimize the likelihood of long-term residency. A final site plan was then approved on December 18, 1989, which incorporated some,but not all, of the reoommendations outlined in the Fina11IS. Construction was initiated following approval of the site plan, but trie work was never completed.-The siic wit,cloa sal mul violiMinary grading was undertaken, with topsoil stockpiled near'the proposed tennis courts. Foundations were poured for the two proposed buildings nearest the bluff, and are still present. A small frame cottage also remains on the property from an earlier use, but the garage has been removed. The applicant now wishes to resume construction of the propoaed motel, however, the approval has expired and a new SEQRA determination is necessary.• !.,The following text Kill discuss the existing conditions and potential impacts of the proposed prc.)ject in more detail. Geologic Resources There is a potential for erosion impacts as a result of the ptpposed project, The project-site is located on a bluff bverlooking Long Island• Sound, and st6ap slopes of over 15 percent are present along the bluff as well as in the interior of the site. Alteration of the topography of the property occwTed in conjunction with preliminary construction activities, and a low, wet area with steep slopes was created in the southwestern portion-of the property. The bluffs along the north shore of Long Island typically experience-,ongoing erosion due to wind and wave action, and the Town Code requires a 100 foot setback from the top of a,bluff for new construction. The Town delineated the edge of the bluff for the original application, and a 100 foot buffer will be maintained from this lute to minimize erosion impacts. The:height of the bluff is approximately 30 feet, with lower elevation at a slight.swale to the northeast. The proposed setback is expected to provide adequate protection of the bluff, although revised grading and drainage plans should be reviewed by the Town Engineer to insure that runoff is contained on site. 1h addition, the erosion control plan ,hould also-be reviewed by the Town Engineer to minimize loss of soils during construction.' i Page,3 �Rh1-30-2e10i �j:_? 516 425 125? P.05/09 Breezy Shores @ Southold LEAF Part 1 Review The original topography has been altered'by grading in preparation for.construction. Fill was deposited to raise the elevation of-proposed buildings A and D. As extensive disturbance has already occurred, cornpletion of the project is not expected to result in further impacts, as long as sedfinent and run-off is contained on the upland portion of the site. If the applicant seeks apprnvnl fnr beach access, a wooden walkway is reconintended consistent with the Final EPIS. None has been depicted on the site plate. Water Resources The elevation of groundwater beneath the subject site is 'approximately 0 to 1 foot above mean sea.level (rrisl) according to the 1997 SCDHS map, and the topographic elevation is ranges from. 0 to approximately SS feet above msl in the northeastern portion of the site. Thus, although the .depth to groundwater is approxiinately-0 to 57 feet below the surface, although the minimum depth within the proposed development area is more than 30 .feet. This should not present .constraints-on the proposed project, There are. no natural freshwater features on the subject site, although a vernal wet area was created by the grading of the site in conjunction with prior preparation .for development (see Ecological Resources Below). ' Significant impact to Long Island Sound is not expected as a result of the proposed'project. Tine project will be served by the existhig water and sewer t?istrict:s, and no wastewater discharge to groundwater is anticipated. As was recommended, in the FEIS', an irrigation w611 is proposed on the revised site plan. This will minimize the impact of the project on•the local water district. The applicant may wish to carisider an alternate source c-fwator supply for the pool. Water quality tests should be conducted and SCDHS consulted., The applicant should advise the Planning Board of the f nal decision with justification that p eblie health will be protected. Ecological Resources At the time the Draft EIS was prepared,' the habitats ' ound orb the subject sit4 included successional woodland on the upland portion of the propccty and maritime shrabland along the bluff. The sbrubland along the bluff remains•intact, but most of the;remainder of the site was cleared and the topsoil stockpiled in preparation for cons[ructioit. As d.escnbed in the Draft ETS, this portion of the site 'originally contained a.successional Nvoodland habitat dominated by locusts, cherry and other early successional tree species. The cleared areas are now characterized by early successional herbaceous species and scattered shrubs, and there are barren areas where erosion has not permitted recolpnization. Page 4 Jr?Pi-36 2 _ 1 _7 516 425 .1257 F.06f09 Breezy Shores @,Seuthold LEAF Part] Review ne landscaping plan as• recommended as part of the-final revieiv ensures that buffer areas augmented by native planiings create vegetated buffers of 30 and 56 feet along the'side i n' d rear yards, respectively. As was discussed above, a small wet area was created in the sell them portion of the site by grading activities. This area is too small to-be,regulated as a wetland by the NYSDEC under Article 24, which only regulates wetlands of less than 12.4 acres if they are deemed of"local significance". As the.wet area was recently created, it does not appear to meet the criteria for local significance. In addition, the Southold Town Code regulates only those features included under Article 24. Although this area does have limited value and might develop into a true wetland over time, there are extensive natural,wetlands in the; area, Revision of the site plan to preserve; this area does not appear warranted. However, the ArnzY Carps of Engineers {ACOB) has traditionally regulated small wetlands which-possess charactt�ristics of wetlands by the three parameter delineation approach (although this authority has been called into .question in another A.COE District), Cinder ACOE Narionwide Permit 39,fill of such features is allowed up to %acre. 2774,erefore the feature should be delineated, Ynappcd and a jurisdiction request sent to A.COE. if it is within a proposed development area and is regulated, a notice of intent should be sent to ALOE of a fill action is permitted under Nationwide F,�rmit 39' Land Use The proposed.use is consistent with•Town land use foals a m.a milected in the zog map. The land use in the vicinity of the site is a mix of residential use>; motels,vacant land, and a nursing home. The uses immediately abutting the site include a Small single gamily home and an estate with several buildings to the west, and a motel•complex to'►fie cast. The ngrsing home is located south of the site across C,R. 48. There are other.motc'.l 'uses along the. Sound, as well as a condominium complex atlarther to the west of the site. There are vacwit lands irl the area, including, a large parcel owned by the Village of Greei►pon whi h inYludes a wetland system associated with Moore's Drain. The project site is zoned for Resort Residential daveploprnent, as is the entire.atOa-'north of C.R. 48 for approximately %x and mile west and-east of the site, respectively. To th- south of C.R. 48,the zoning is Residential to flip,west of Crapel L ie, grid Hamlet 1�etts:ty tie the east,with the exception of the parkland with the-Village cif Greenport. As was discussed above, the proposed prr;iect meets the dimer s onai re,luirerner is within the Code, with the exception•of maximum tr it size of 600 SF. The floor plarris s=xoyld be reviewed to ensure conformance with the code. 1 Page 5 516 41*25 12``7 P.07r09 Breezy Spires aV Southold LEAF Part 1 Review Traffic. 1�zE Board should rearrest an updvied irafftc study or SCDPW gpproval of this curb cut with consideration of impacts on the County horti. The traffic 'study contained with Draft EIS indicated that the proposed project was exp-ected to increase traffic generation on e u aft by appToxiinately 10 perceukt. Existing traffic levels on C.R. 48 have increased since tyke laratt EIS wias completed, therefore the percent increase to be-generated by the proposed project would' hive decreased.' However, seasonal traffic and highway capacity mdy need to be considered. Traffic generation and the resulting impact remain a concern -with regard to the project, The subject site is located just east of a sharp curve, which is the location of frequent accidents and limits sight distance to the west. In order to minimize traffic impacts: the site access has been located away from the curve and abcelerationldeceleration lines are pro'vided. Visual Resources preservation of the rural character of Southold is a high priority within the Town, and thus views along C.R. 48 should be retained as much as possible. The Final EIS suggests construction of a berm along C.R. 48 with evergreen vegetation, as well as reduction ilk the height of the two buildings located at the highest portion of the property near the road. A vegetated berm would partially screen the proposed development from.the road, and a reduction in building height would offer'additional mitigation consistent with the Final EIS. The proposed project meets the building setbacks required under Town code. Augmentation of the existing edge of vegetation is proposed to maximize screening of the proposed development as recommended within the Final EIS to mininri ze•visual impacts, i No berm is shown on plan, however supplemental plantings, are noted on ;he plan for the east and west prope'riv lines, A lundscupeJ harm is f tawarnended at Me linii'l of dic diviurb1Inee araa at the southern portion of the site. Other Resources i Landscape techniques should be used to rrtinimize visual ini acts Cn'CR.48. Impacts on community services such as police, fire and school districts'•are expected to• be minimal. Although a slight increase in demand for services is expected, ;,ax rep G.1ues generated by the project should offset this demand. There will be, a beneficial inipact cin local schools,11 as tax revenues will increase without a corresponding increase in deman)f far services. In Burrimary,,the primary concerns related to'the proposed projE `'t are th.e�,putentiai` for erosion, land use impacts, size of individual units, visual impacts, site access, as traffic impacts as a result of the proposed project. A portion of the vegetation oui ate has --t1ready been cleated, althoagh a small vernal wet area..was preated.by fklliug on site. Page 6 i JHf;-3�:r,':jt-�' i,j:yt -1.6 425 1257 F'.09/09 ` �reezyShores@a Southold LEAif+'Part 1 R&view Th:a review together with the Long EAF part I, Pan 11 and the inforrnation contained within the Final EIS should be sufficient to allow the board to make a determination of significance, The conditions on site and in the.vicinity of the project have not substantially chanted, and the Final E`S provides a complete record of environmental review,which takes a hard look at the'proposed project. In addition, the project'was previously approved acid construction c;ortin'*enced. At this time site plan improvements can be made so that the final approval 'conforms as 'rnuch,as possible to the findings statement contained within the Final EIS. If the applicant wishes to change aspects of the plan front what was reviewed and concluded in the EIS process a Stapplem.ental EIS would be appropriate under Part 617.9(a)(7). The following is a summarized list of mitigation measures included as findings within the.Final EIS and identified in this review. 1. The revised grading, drainage and erosion control pian should be;reviewed.by the Town Engineer prior to appro'val,to ensure that runoff is contained within he upland portion of the site and is not directed toward.the bluff to minimize loss of soils;during construction, particularly clear the bluff. It is recommended that hay bales be used to prevent sediment transport in the area of the "existing structure to be removed". ite limit of clearing . should be accurately depicted in the southwest part of'the site on the revised grading, drainage and erosion control plan. 2, Beach' access, if proposed, should be a wooden walkway on pilings with minimal, erosional impact to the bluff. This would require separate approval from the NYS )Department of Environmental Conservation. No walkway is shown on plan. 3. The proposed well installed on site for irrigation, air clonditioning anti pool-use, as was recommended in the Final EIS is provided. This would requirc separate approval from the SCDHS and the NYSDEC depending on the capacity .ot' the new pump. The applicant should justify the use of this well far pool water supply to insure that public health is protected. 4. The revised landscape plan depicts native plantings to-provide the reoummended buffers along the yards. However, no proposed construction of a berm al.ang C.R. 48 with evergreen vegetation is. shown ,to minimize visual impacts. Some' small berth with 'landscaping adjacent to the parking area at. the edge of ex sting vegetation is re.,.:ammended for visual mitigation. Page 7 JAH-air-20011 10:19 _5iG 4:�'5 1257 P.09/09 Breezy Shores Ca .Southold 'LEAF Part 1 Review 5, No indication has been made,of the proposed-unit size in the applicacion as forwarded to our office. However we understand that floor plans have been. subs fitted and the applicant's attorney has indicated a unit size of 600• SF. Prior findings indicated a reduction should occur in which the unit count is 58 or the individual size of the units-are 450 SF at a maximum of 74 units. Floor plans should be reviewed.to ensure compliance with the Zoning Code and prior findings. If the units size is 600 S>~, the Board should determine if a reduction in the number of unit is appropriate as was previously required in the Final EIS "findings." 6. The,Board should request that a traffic study be prepardd by the,applkant or SCDPW approval of the curb cut with consideration-of impacts on this County Road provided. 7. Prior findings recommended a reduction in building height adjacent to C2 48, Building heights should be indicated, and height, architecture and landscape techniques used to ensure conformance with prior findings.. We understand building elevations have been submitted to facilitate this review. 8. The wet depression on site should be depicted on.the site plan and evaluated to ensure that compliance with the Clears Water Act Part.404 as administered by ACOE is achieved. I If these measures are `ncotporated into the site design through an amendment of the site plan,. and if the Board is in agreement*with this review,we believe•there is an adequate basis on which to issue a Negative Declaration. Please advise this.office how these items will be handled. Upon resubmission of information to the.Town's satisfaction, we-will complete the EAF Part II to support the Boards determination of•sigidficanoe. If you have any questions or wish any further input with regard to this matter,please do not hesitate to call. Very truly yours, NELSON P &VboRIF[IS,, LC es J.V , s,CEP;AICP Page 8 TOTAL P.09 PLANNING BOARD MEMBE ,;; oSVFFQ(�•C BENNETT ORLOWSKI,JR. �� QG Town Hall, 53095 State Route 25 Chairman � P.O. Box 1179 WILLIAM J.CREMERS C 1 Southold, New York 11971-0959 COD KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. �� �� Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 19, 2000 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. SCTM#100045-1-2.1 Dear Ms. Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, December 18, 2000: BE IT RESOLVED that the Southold Town Planning Board start the lead agency coordination process on this unlisted action. Please contact this office if you have any questions regarding the above. Sincerely, ennett O owski, Jr. Chairman PLANNING BOARD MEMBERS OS�FfU��-C BENNETT ORLOWSKI,JR. ®� Q� Town Hall, 53095 State Route 25 Chairman /�� y� P.O. Box 1179 WILLIAM J.CREMERS Southold, New York 11971-0959 coo KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. `F Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD ✓ 9 , 2000 Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your res se. Project Name: J Requested Action: t!5, $ . A 01-1 -7t om ' SEQRA Classification: ( ) Type I N Unlisted Contact Person: � j 5 5 (631) 765-1938 4 Page 2 Lead Agency Coordination Request The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning Board Position: This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Please feel free to contact this office for further information. Very truly yours, C' � Bennett Orlowski, Jr. Chairman cc..*Board of Appeals Board of Trustees Building Department Southold Town Board Suffolk County Department of Health Services 4`NYSDEC - Stony Brook Suffolk County Department of Public Works New York State Department of Transportation Thomas Cybulski, Greenport Public Utilities David Abatelli, Greenport Village Administrator Suffolk County Water Authority *Maps are enclosed for your review rev. 4/94 PAMCIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary December 8, 2000 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P .O.Box 1179 Southold, NY 11971 (BY HAND) Re : Breezy Sound Corp Dear Chairman and Board: I am in receipt of your November 21, 2000 letter, please note in your file that I revised the LEAF dated from March 1998 and submitted same November 21, 2000 . If there are further revisions you need please advise . Enclosed please find my clients check number 1043 in the amount of $950 . 00 for the Environmental Review Fee . As I advised you previously the fee was paid in 1998 for a review of this , project, the revisions to the project were submitted in response to the Environmental Review and we are proceeding with the application. The plans took all this time to complete because a new Engineer was retained. Please be sure that we are not /duplicating the work and, fees . Thank you for your anticipated cooperation in this matter. Very- tr yours, ,.----Patricia C. Moore cc : Breezy Sound Corp . DEC 0 8 2000 Southold Thwn { PLANNING BOARD MEMBL.0 OSVEFO��C BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Q�' OG Chairman /�� 'yam P.O. Box 1179 WILLIAM J. CREMERS 1 Southold, New York 11971-0959 KENNETH L.EDWARDS con2 Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 8, 2000 Nelson, Pope &Voorhis 572 Walt Whitman Road Melville,NY 11747 RE: Breezy Sound Corp 61475 County Road 48 Greenport _ SCTM# 1000-�f Zone: Resort Residential (RR) Dear Chick, The Southold Town Planning Board hereby refers the Environmental Assessment Form for the above mentioned site plan to your office for review. I believe the applicants agent, Patricia C. Moore sent you the material directly. However, a corrected LEAF is enclosed to show there are no tennis courts on the plan. The applicant has been informed that all material must be sent to the Planning Board and not directly to you. The Planning Board will start the lead agency coordination process on December 18, 2000. The applicant has submitted the $950 review fee. The purchase order will be sent to you under separate cover. If you have any questions, please contact this office. erel , Kassner Site Plan Reviewer Encl. Cc: Patricia C. Moore Esq. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (516)765-4330 Fax: (516)765-4643 Margaret Rutkowski Secretary November 21 2000 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall NOV 22 53095 Main Road P.0.Box 1179 To Southold, NY 11971 Rahoing Board Re : Site plan for Cliffside CR 48, Greenport, NY Dear Chairman and Board: Enclosed please find revised Long Environmental Assessment Form for the above referenced project . I would like to emphasize that this application should be considered an updated and amended site plan, not a "new" site plan. The full environmental review with findings was completed in 1988 and a site plan was approved and building permits issued. Even though the site plan approval expired the Zoning remained the same and substantially the same project is proposed. The applicant sought to reactivate the original plan and the applicant paid for an environmental review of the original plans . In August 1998 the Planning Board, with Mr . Voorhes ' recommendations, made certain recommendations with regard to the original site plan. The plans before you are the revised site plans which incorporate the accepted recommendations from 1998 . It is my understanding that in response to the Town' s review, the pool and building A were relocated away from the bluff and Building B was turned slightly. The tennis courts were removed from the plan to allow greater flexibility in placement of buildings . We ask for your support with the addition of kitchenettes, this project would be an asset to the community and provide the only new resort motel built in the last thirty years . The Town has numerous tourist attractions but limited rooms, this project would provide a greatly needed facility. Thank you in advance for your consideration. Very truly yours, -tricia C. Moore PLANNING BOARD MEMBE`-_." BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman /�� G�� P.O. Box 1179 WILLIAM J.CREMERS o Southold, New York 11971-0959 KENNETH L.EDWARDS ,yy, Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. O Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 4, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received a Cost estimate of$950 from their Environmental Consultant for review of the Long Environmental Assessment Form, revised plans, and field inspection to determine current site conditions. Additionally, the LEAF needs to be corrected to eliminate the tennis courts and correct item under"C" to show action by the Planning Board. Your client must pay the above sum in full and the Board must receive the corrected LEAF before we can authorize our consultant to proceed with the review. The check should be made to the Town of Southold. When the consultants complete their review, the Planning Board will consider their findings in making a determination of whether the project will have a significant environmental impact. If you have any questions, or require assistance, please contact this office. c rely, Rob rt G. Kassner Site plan Reviewer Cc: Gerard P. Goehringer, Chairman, Board of Appeals Charles Voorhis, Nelson, Pope& Voorhis, LLC R NELSON, POPE S VOORHIS, LLC E N V I R O N M ENTAL PLANNING -C O N S U L T I N G II CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,RE.••VINCENT G.DONNELLY,P.E. ' VICTOR BERT,P.E.•.JOSEPH R.EPIFANIA,RE.?ROBERT G.NELSON,JR.,P.E. N F PAUL M.RACZ,P.L.S. November 29, 2000 Bob Kassner Town of Southold Town Hall,.53095 State Route 25 P.O. Box 1179 Southold,New York -1197.1-0959 Re: Breezy Sound Southold,New York NP&V No. 98106 Dear Bob-. I am in receipt of the revised plans for the above referenced site. I have retrieved our files on this project. The last review letter dates back to October 6, 1998 and consists of 9 pages with findings, recommendations and'a review of mitigation measures which were part of the original SEQRA process for this project. Given the depth of prior reviews, and the lapse of time, I.would expect a fairly substantial effort to review the current plans for consistency with the EIS process and our prior review letter. At this time I would recommend .a fee of$950.00 for review,of the revised plans, field inspection to determine current site conditions, and preliminary review letter addressing the new plan and bringing all comments up to date. This review,will only address the environmental review lAsues�regar 'rig the project and does not include detailed engineering or drainage plan review. r��'�'✓. ?� Thank you for the opportunity to provide you with this proposal, and please contact me to advise me how you wish us.to proceed. � Very truly.yours, :arles so p V ;LLC DEC 01 Zuuu J. Voorhis, CEP; AICP Prop. No. 00- Southold Town Planning Board 572 WALT WHITMAN ROAD, MELVILLE, NY 1 1 747-21 2 2' - (631) 427-5665-,FAX (6311 427-5620 • www.nelsonpope.com NOV-29-2000 14:EEO 516 425 125"t P.a1/02 i NELSON, POPE G VCORHIS. LLC r If ENVIRONMENTAL • PLANNWG + CONSULTING 572 WALT Wf-(lTMAN ROAD.MELVILLE.NY 11747-21 GG (531) 427-5BB8 FAX (6311 427-OMM npv(Ondlso pApacom FAX ('V VER SHEET To: Bob Kassner Phone: Fax: (631) 765-3136 From: Chic Voorhis Date: November 29, 2000 Re: Breezey Sound No. of Pages: 2 (including Cover) Comments-. Bob, Attached,please find proposal for services in connection with the above referenced project. Please advise how you wish us to proceed, or call if you have any questions. Thanks,. Chic. NOV-29-2000 14:00 516 425 1257 P.02i02 NELSON.-, POPE 'Q VOORNISs LLC } EN V IF ON ME N T A L . PLANN IND • CONBU LTIN 13 GNARLS$J.VOORHIS.CEP.AMP.ARTHUP J.KOERUA,PA•V$NCVNY'0,DONNELLY,P.E. VICTOR BERT,M.-.JOSEPH FI.EPIPANIA,P.E.o ROBERT G.NELSON,JR,P.E. PAUL u,RACZ,KILB, November 29,2000 Bob Kassner Town of.Southold Town Hall,53095 State Route 25 P.C. Box 1179 Southold,New York 11971-0959 Re: Breezy Sound. Southold,New York NP&V No. 98106 Dear Bob: I am in receipt of the revised plans for the above referenced site. I have retrieved our riles on this project. The last review letter dates back to (October 6, 1998 and consists of 9 pages with findings, recommendations and a review of mitigation measures which were part of the original SEQRA process for this project. Given the depth of prior reviews, and-the lapse of time, I would expect a fairly substantial effort to.review the current plans for consistency with the EIS process and our prior review letter. At this time I would recommend a fee of$950.00 for review of the revised plans,field inspection to determine current site conditions, and preliminary review letter addressing the new plan and bringing all comments up to date. This review will only address the environmentalreview issues regarding the project and does not include detailed engineering or drainage plan review. Thank you for the opportunity to provide you with this proposal, and please contact me to advise me how you wish us to proceed. Very truly yours, N . 0 LLC axles J:Voorhis, CEP.,AICP. Prop.No. 00- 572 WALT WHITMAN MIMAb, MELVILLE,. KY 11747.0100 (631:427.5BB6•&FAX CE3I1.427.6820's www_ne1eenp4p4_a0m TOTAL P.02 PLANNING BOARD MEMBERS �� � BENNETT ORLOWSKI,JR. --- Town Hall, 53095 State Route 25 Chairman �� Gym P.O. Box 1179 WILLIAM J.CREMERS y = Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. O • `F Fax(631) 765-3136 RICHARD CAGGIANO y/fJO1 �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 21, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received your letter of application for the above project. The following changes/additions must be made before the Board can proceed with its review: 1. LEAF dated March 16, 1995, indicates two tennis courts on the site plan. The plan does not show these courts. The LEAF under"C" indicates that the Planning Board requires no action, yet this is a site plan application to the Planning Board. An-updated LEAF signed by the applicant or his agent must accompany the application. 2. Copies of sewer and water contracts. 3. Other environmental permits, as required. 4. Colors and materials must accompany elevation drawings. Enclosed is a listing of the material required for artchitectural review. In addition to the above, permits are required from The NYS Department of Transportation and the Suffolk County Department of Health Services. Review is required by the Zoning Board of Appeals to determine the status of the original prohibition on kitchens. A review of the SEQRA process will be made to determine the procedure for review by the Town's consultant. Your cover letter indicated prior approval for a 76-unit motel, this is incorrect, the application is for a 68-unit motel. If you have any questions, or require assistance, please contact this office. inkeKZassner Ro Site Plan Reviewer Encl. Cc: Edward Forrester, Director of Code Enforcement Gerard P. Goehringer, Chairman, Board of Appeals Information to be submitted or included with submission to Architectural Review Committee. * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/4"=11preferred including the following information: Type and color of roofing - include sample. Type and color of siding - include sample. Type of windows and doors to be used, material and color of all windows and doorframes - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i.e. , heatpumps, air conditioning compressors, etc. on plans and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall. * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos . * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents . * Photos. of existing buildings and/or neighboring properties from four directions of project site. * Type, Color and Design of all exterior sig4age, both building-mounted and free standing. PATRICIA C. MOORE Attorney at.Law 51020 Main Road Southold,N.Y. 11952 Tel: (516)765-4330 Fax: (516)765-4643 Margaret Rutkowski Secretary November 20, 2000 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall . #/D 01 53095 Main Road -PlewwGYv P.O.Box 1179 Southold, NY 11971 Re : Site plan for Cliffside CR 48 , Greenport, NY Dear Chairman and Board: Enclosed please find my client' s check in the amount of $1, 601 . 75 . Please proceed with your review of the site plan. Very truly yours, Patricia C. Moore L - �s 111�1� �U 61khing;;86eidb PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary November 15, 2000 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board Town Hall s D 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) NOV 15 �UU!) Re : Breezy Sound Corp. Site Plan Southold Town Planning Board Dear Chairman and Board: Enclosed please find an application for site plan approval . � A you know a site plan was granted to Cliffside 6 Tide Mark) , now Breezy Sound Corp. , to construct 76 Motel Units in the Resort/Residential district A building permit was granted and two foundations were started. The application has modified the original site plan and addressed all the concerns raised by the board in their previous communications . Simultaneously with this application, I have filed an application to amend the Special Permit to permit "kitchenettes" in the units . The motels/hotels of Southold and Greenport have added kitchenettes as a customary and accessory amenity without obtaining approval from any board, nevertheless, the Board issued an interpretation on August 18, 1993 which directed the applicant to amend the Special Permit to specifically address the issue and extend the permit . This project has not been completed, in part, because of the Special Permit condition prohibiting the addition of kitchenettes . Therefore, we are submitting an application to modify and extend the Special Permit to permit the addition of a prefabricated kitchenette in r•1 the units . No other amendment to the Special Permit is requested. The following documents are provided: 1 . Application for site plan approval with site plan drawings 2 . Questionnaire 3 . Long Environmental Assessment Form- also submitted to Zoning Board 4 . Authorization 5 . Transactional Disclosure A complete site plan with grading, drainage and landscaping was forwarded to Chick Voohrhis, a copy of the letter from Barrett,Bonachi & Van Weele, P. C. to Chick Voohrhis is enclosed. He is awaiting your direction to begin his review. Thank you for your anticipated cooperation. Vezy my yours, Lpatricia C. Moore cc : Zoning Board Breezy Sound Corp. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary November 15, 2000 Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman Southold Town Hall NOV 15 2000 53095 Main Road Southold, NY 11971 SouffioldTown Planning Board Re : Breezy Sound Corp. Amend Special Exception No 3542 Dear Chairman and Board: Enclosed please find an applicat ' to amend the Special Exception granted to Cliffsid �� ide Mark) , now Breezy Sound Corp. , to construct tel Units in 'the Resort/Residential district . T e application is to amend the Special . Permit to permit "kitchenettes" in the units . The motels/hotels of Southold and Greenport have added kitchenettes as a customary and accessory amenity without obtaining approval from any board, nevertheless, the Board issued an interpretation on August . 18, 1993 which directed the applicant to amend the Special Permit to specifically address the issue and extend the permit . This project has not been constructed, in part, because of the Special Permit condition prohibiting the addition of kitchenettes . Therefore, we are submitting an application to modify and extend the Special Permit to permit the addition of a prefabricated kitchenette in the units . No other amendment to the Special Permit is requested. The following documents are provided: 1 . Application for Special Exception 2 . Questionnaire 3 . Long Environmental Assessment Form- also submitted to Planning Board 4 . Authorization 5 . Transactional Disclosure 6 . Copy of Board' s two previous decisions (Appeal No. 3542 and No.4039) On this date we have also submitted an application for site plan approval to the Planning Board. If you have any questions, or request any additional documents please do not hesitate to contact me . Very truly yours, Patricia C. Moore cc : Planning Board Breezy Sound Corp. y .I OF SOUTHOLD, NEW YORK APPLICATION FOR SPECIAL EXCEPTION 'Application No. Date Filed: TO THE ZONING BOARD OF APPEALS, SOUTHOLD, NEW YORK: I (We) , Breezy Sound Corp. &im Clffside of 38 Oak Street 1 (Residence, House No. and Street Patchogue, NY 11772 am et, State, Zip Code, Telephone Number) hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICLES SECTION 100-263A �xT loo-�C(6)(4) o for the below-described property for the following uses and purposes (and as shown on the attached plan drawn to scale) : Special Exception Permit approved November 2, 1989 No. '3542 which permitted construction of 76 Motel Units in the Resort/Residential (RR) Zone District. Applicant request to modify and extend Special Exception permit to remove condition that no kitchenettes in units and allow kitchenettes in the motel units as shown on design drawings. Kitchenettes are customary and accessory amenities to Resort motel, Motels in Southold presently contain kitchenettes and applicant wishes to similarly be permitted to provide this amenity in their units. PLease see attached. A. Statement of Ownership and Interest. Breezy Sound Corp , is (are) the owner(s) of property known and referred to as - n House No. , Stree , Hamlet SCTM#1000-045-01-2.1 identified on the Suffolk County Tax Maps as District 1000, Section45 Block 0 , Lot(s) 2.1 which is not (is) on a subdivision Map (Filed , "Map of Filed Map No. , and has been approved by the Southold Town Planning Board on as a [Minor] [Major] Subdivision) . The above-described property was acquired by the owner on B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefor in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: see attached. C. Thee property which is the subject of this application is zoned RR —_ �- and [ ] i.s. consistent with the use(s) described in the Certificate of Occupancy being furnished herewith. ° is not consistent with the Certificate of Occupancy- being furnished herewith for the following reason(s) : [X ] is vacant land. with foundations COUNTY OF SUFFOLK) STATE OF NEW YORK) ss. : // . i gnatur� �to be %�"� M: Swornf e n tha s f day of,��Jaata.�'-2 J ;-1 -a ry 7uu El-i c}-- AA m @A 00C. \ ZB7_ (rev. `L/5/€36) i� r�Public,State �awYor, CorntTftsion E_ 'fie t"3'3 Jw e-1,si;r, e" PROPERTY CLIFFSIDE (TIDE MARK) Appeal No. 3542, and Appeal 4039 BREEZY SOUND CORP. SPECIAL EXCEPTION CRITERIA: PRESUMPTIVELY VALID..:ALLOWS HIM TO PUT HIS PROPERTY TO A USE WHICH THE ORDINANCE EXPRESSLY PERMITS....THE USE IS CONTEMPLATED BY THE ORDINANCE SUBJECT TO REASONABLE CONDITIONS TO MINIMIZE THE IMPACT ON THE SURROUNDING AREA 100-263 A. THAT THE USE WILL NOT PREVENT THE ORDERLY AND REASONABLE USE OF ADJACENT PROPERTIES OR OF PROPERTIES IN ADJACENT USE DISTRICTS: The premises is located along the north side of County Road 48, Town of Southold, County Tax Map#1000-045-01-2.1; the approval was obtained for 76 Motel Units in the Resort/Residential (RR) Zone District; a condition of the special exception was that only the manager's unit would have kitchen facilities. An interpretation was requested in 1993 with regard to the addition of kitchenettes, as of right, and the Board in their decision rendered on August 18, 1993 determined that"the proposed kitchenettes or cooking facilities would be an extension of the permitted motel use granted under Special Exception permit conditionally granted under appeal No. 3542 on November 2, 1989" Consequently this appeal is to amend the November 2, 1989 Special Exception permit and modify and extend the Special Exception Permit to permit construction of kitchenettes in the units. The prohibition of kitchenettes has created a problem in that all other Resort Motels in Southold have Kitchenettes, the use of kitchenettes has become customary in the trade and the banks will not finance this project, as approved . In 1989 when the project was first approved the applicant's record was not made clear to include kitchenettes. The applicant assumed the use would be permitted. Since 1989 throughout the country and in Southold Town small "kitchenettes"have become customary and the public demands this amenity: the following Southold Motels have kitchenettes. Sunset Motel(adjacent property), Soundview Motel, Silver Sands Motel and Townsend Manor Inn. These Kitchenettes are prefabricated units. They are classified under the N.Y.S. Fire Prevention and Building Code differently than "kitchens"in that kitchenettes are"nonhabitable space" equivalent to the fire rating of bathrooms and closets (NYCRR 606.3); a kitchenette is very limited in its function and use, it is functional to a resort motel because the occupants have limited need for cooking facilities. i B. THAT THE USE WILL NOT PREVENT THE ORDERLY AND REASONABLE USE OF PERMITTED OR LEGALLY ESTABLISHED USES IN THE DISTRICT WHEREIN THE PROPOSED USE IS TO BE LOCATED OR ADJACENT USE DISTRICTS: The Special Exception will remain as approved in all other respects. The kitchenettes will not change the original size or design of the units. Simultaneously with this application, the applicant has filed for an amended site plan. The site plan has been enhanced to place the buildings away from the bluff. The foundations for Building"B" and "C"were constructed under the previous building permit and can not be moved. This resort motel is intended to be elegant and desirable. The amenities expected in a elegant resort motel include a kitchenette. C. THAT THE SAFETY,THE HEALTH, THE WELFARE, THE COMFORT,THE CONVENIENCE OR THE ORDER OF THE TOWN WILL NOT BE ADVERSELY AFFECTED BY THE PROPOSED USE AND ITS LOCATION The proposed amendment to the Special Exception approval of 1989 is in conformity with the changing customary and incidental use of the property. The expectations of resort motel users is to be able to prepare a hot breakfast or lunch. Most vacationers stay in a resort motel for an extended vacation with their family and require minimal kitchen facilities. The expectations of vacationers in the Town of Southold are to stay in clean, convenient, and well cared for accommodations. D. THAT THE USE WILL BE IN HARMONY WITH AND PROMOTE THE GENERAL PURPOSES AND INTENT OF THIS CHAPTER The existing motels provide this service- a kitchenette-new motels can not be constructed without meeting the minimal customary expectations of their guests. This project has been frustrated by that condition and has not been able to obtain financing with that restriction. The Community needs additional resort motel space,however,until this Special Exception is amended,this project can not be constructed. E. THAT THE USE WILL BE COMPATIBLE WITH ITS SURROUNDINGS AND WITH THE CHARACTER OF THE NEIGHBORHOOD AND OF THE COMMUNITY IN GENERAL, PARTICULARLY WITH REGARD TO VISIBILITY, SCALE AND OVERALL APPEARANCE The exterior of the buildings will not change, the interior space is modified to place a prefabricated kitchenette in the living area. All other resort motels in the Town of Southold have this amenity and the use has become customary and accessory to resort motels. F. THAT ALL PROPOSED STRUCTURES, EQUIPMENT AND MATERIAL SHALL BE READILY ACCESSIBLE FOR FIRE & POLICE PROTECTION The kitchenette will meet New York State Fire Prevention and Building Code standards. No other change to the unit is required. u ( ------ -- - _• SITE PLAN pre;ZJL,.rnis�ic n conference (within 30 clays of written re.questT Complete application received -(T -,od (within I months of presub. conference) f ! pplication reviewed. at work session _ „ro.` CK (within 10 days of receipt) _inro. ox Applicant advised of ne.cessary revisions 0 6 z ( within 30 days of review) D � Revised submission received OK inro. .r /LCl d-Agdilcy Coordination SEQRA determination 0 REFERRED TO: CGly6 "MI G 5 KIre�f A S Zoning Board of A z Appeals y o /Board itten comments within 60 days of request) of Tr ustees SHOT/4,Ar - F' a v e_lt�F� wdt Aa 1054 inro. OK � 0 ((ding Department (certification) w D w Suffolk County Department of planning iro.` oK cap x I Department of Transportation -State , oK z � ra De artment of i�oi Transportation - Co y ,Kro. [ K rQ olk County Dept, of IIealt 3 Zv/" I �hro.` oK t c Com �' sio e s �[� h Sent: — r Received / 6 ItEi;EIVED: r � Draft Covenants and R str' onsWIL Filed Covenants and e t'ons �Rro. OK 1/Landscape plan uo� inro. OK ��illting plan got inro. OK � rb Cut approval 5z n PW inro. OK e<rllh ur?r�rova( ,�o.r OK 1 =,, I ;r;lina c� plan - "` r cVlewecf by. Engineer PWT ' inro, OK _ I Approval of site plan J -with condicio � ns ke Endorsement of .site' elan Certificale of Occupancy inspection ` �c 1 iKro, oK One year review , �� arc 8lv cl� D I I � J, 16 4- L�J�GdTw 7 � .... t ` Site Plan Applications Public Hearings Under the current site plan application procedure, the process for reviewing a site plan application is: a public hearing is not scheduled and held by the. Planning Board until after, among other things, the site plan has received a stamped Health Department approval. The applicant shall now have the following options: 1 . To follow the established procedure, or 2. To have the Planning Board schedule and hold a public hearing on the site plan application and-have the-Planning Board vote on the proposed conditional site plan prior to the applicant receiving Health Department approval subject to the following conditions: A. The applicant hereby agrees and understands that if the site plan which receives stamped-Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised" site plan application and review its conditional approval. B. The applicant agrees not to object to a new public hearing and Planning Board review of the revised application. i Applicant Agreement on Site Plans-. The applicant is aware of the terms of this approval and-certifies to these terms by his/her signature below. Re: SCTM#: scant Date PI-AU`7NING BOARD NIEMB] L _ C ` Town Hal). 53095 'Slain Road RICI A R.D G.WARD Off' QG 1 Chairman Al/�� 'y P.O. Box 1179 GEORGE RITCHIE LATTi-�bl,JR L- s Southold, New York 11971 BENNETT OR.LOWSKI,JR. v ~� Fax (516) 765-3136 WILLIA_-M J. CR&MERS Telephone (516) 765-1933 EENNETH L.EDWARDS �/ rb _ Date Received Date Completed PLANNING BOARD OFFICE Filing Fee TOWN OF SOUTHOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN New Change of use e use Extension _ �%�-� �o��B�/�Gvncanslr��� ✓Qevislon of Approved Site Plan reMa4, . �o/5�q {vnc%4an.s � , Name of Business or Site: ,�� Location: 3S; //77,— Address: /for �1zc�c of L/7 Name of Applicant: Address of Applicant: 39 Telephone: Owner of Land: Agent or Person responsible for application: Address: Telephone: /a/ / 71 Site plans prepared by: B a) � License No.: Address: //7FS Telephone: Page 2 Planning Board Site Plan Application APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he r�s�--.�=-- G1n 077Z��t- B7 I�O?iGt / ri7UIn- hvS 1nt,,t-3 in the State of New York, and that he is the owner of the above property, or that he is the 7r eA , of the 13r Sdonc/` (— - (Title) (Specify whether Partnership Ir 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 ( wner))�j Signed "d= Partner or Corp to Off er and Title) Sworn to me this / ay o -+9-2,oOo " ( oxziy-P Iic) PATRICIA C.MOORE Notary Public,State of New York Suffolk County-No.4861668 Commission Expires June 16, %� A Page 3 Planning Board Site Plan Application Total Land Area of Site (acres or square feet) _h��Zoning District Existing Use of Site I/�G-C � �UiI �7�61Js ✓ Proposed Uses on Site. Show all uses proposed and existing. Indicate which building will have which use. If more than one use is proposed per building, indicate square n footage of floor area that will be reserved/per use. �rS ana !ag 1'��dY�` .6f� dine Y�IGIG�r✓i/!l/s 1\� c l6-nj Gross Floor Area of Existing Structure(s) Gross Floor Area of Proposed Structure(s)Percent of Lot Coverage by Building(s) . Percent of Lot for Parking (where applicable) Percent of Lot for Landscaping (where applicable) Has applicant been granted a variance and/or special exception by Board of Appeals = Case # & date) .s Board of Trustees - Case # & date M14 NY State Department of Environmental Conservation - Case # & date a&ez4-> r/o/6/c/, Suffolk County Department Health Services - Case # & date C11,0 -Y7—y/D IV L?/0-8"�0/OCase Number &5ed_e Name of Applicant .114 o Date of Decision 3 Expiration Date Other Wb Will any toxic or hazardous materials, as defined by the Suffolk County Board of Health, be stored or handled at the site? If so, have proper permits been obtained? Name of issuing agency Number and date of permit issued. NO ACTION(EXCAVATION OR CONSTRUCTION)MAYBE UNDERTAKEN UNTIL APPROVAL OFSITE PLAN BY PLANNING BOARD. VIOLATORS ARE SUBJECT TO PROSECUTION. QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Please disclose the names of the owners) and any other individuals (and entities) having a -financial interest in the - subject premises and a description of their interests: (Separate sheet may be attached. ) B. Is the subject premises listed on the real estate market for = sale or being shown to prospective buyers? { } Yes { X } No. (If Yes, please attach copy of "conditions" of sale. ) C. Are there any proposals to change or alter land contours? { } Yes {X} No D. 1. Are there any areas which contain wetland grasses? bluff 2. Are the wetland areas shown on the map submitted with this application? 3. Is the property bulkheaded between the wetlands area and the upland building area? no 4. If your property contains wetlands or ondYou contacted the Office of the Town Trusteeseas for itse determination of jurisdiction? n/a E. Is there a depression or 'sloping elevation near the . area of proposed construction at or -below five feet above mean sea level? n/a (If not applicable, state "N.A. ") F. Are there any patios, concrete barriers, bulkheads or fences which exist and are not shown on the survey map that you are submitting? none If none exist �� please state none. " G. Do you have any construction taking concerning your Place at this time premises? n'o If yes, please submit a copy Of your building permit and map as approved by the Building Department. If none, please state. H. Do you or any co-owner also own other land close to this parcel? no * If yes, . please explain of deeds. where or submit copies I.. Please list resent use or operations conducted at this parcel;t`' motel/-,-foundations P° proposed use and Authorized 'gn ure an ate 3/87, 10./901k Breezy Sound Corp. a/k/a Cliffside 38 Oak Street Patchogue,NY 11772 November 14, 2000 Patricia C. Moore, Esq. 51020 Main Road Southold,NY 11971 Dear Ms. Moore: iZ an officer of Breezy Sound Corp. aCllfside, 38 Oak Street, Patchogue,NY 11772 hereby authorize you to make an application to the Zoning Board of Appeals and Planning Board of the Town of Southold, and any other necessary agencies on my behalf. Very truly yours, Bree`y Sound Corp. a/k/a Cliffside 1 • • A07R D�, ELS ROE 48 az& til c' RM o6lem of chen �mit e� t }SA``q M G1 t f 1 -• 1f'•s'4cJr.a- tW �structiW I c 3< fia8 xa 1 `c.c 1 (to • ,��r�S 'r'd•�.: ' 4 u.��`fb 't ` 46 ;'^L .ham �'i.+ +txP'b� i • in htest ROE 51-54 s • I-n,/r CC u f• section Y Y .•M I'•X I 0-Y,•N its is hich Y at sy • _ YY qY or 10 .. • Wed are bemodi- tour ROE 60-63RES •- emov- • _ 4 n .. -I I 4 . W d =y �ounted pressor ROE 69-72�ati xi,ir -• .fl •. • mcy 1 • Y Y • ..�clu - r - •- 11s*1}Cs� ;I,r faucet Ar warranty a Model Width Range Countertop 3 ROE9Y-48 48 Electric Standard ROG10Y-48 48" Gas Standard ,, . kden ... ROE9Y-51 51" Electric Standard ROG10Y-51 51" Gas Standard refrigera- ROE9Y-54 54" Electric Recessed ROG10Y-54 54" Gas Recessed ,'Oa40 _ \ ROE9Y-60 60" Electric Standardurfac Y (illustrated) Q •• C ROG10Y-60 60" Gas Standard �f Q ROE9Y-63 63" Electric Recessed , r` ROG10Y-63 63" Gas Recessed {wx with • ROE9Y-69 69" Electric Standardb � ,y � ; ;t7 ROG10Y-69 69" Gas Standard ry mpw ROE9Y-72 72" Electric Recessed ROG10Y-72 72" Gas Recessedssp1: •rn'• Note.Units 75"wide to 96"wide include upright refrigerator. r1ste' ROE Units shown with optional wall cabinet and rear wall shield. See page 6 for modifications and optional equipment. Acme Kitchenettes Corp .........page 4 0 • REFRIGERATOR: Net capacity of 6.0 cu.ft. including a 30 lb.full Wall Cabinets: Colors and sizes to compliment base units. width freezer section. Net shelf area 10.4 sq. ft.. Features include Wall Shields: Available for rear and/or side walls to match automatic cycle, light, magnetic gasket, sliding shelves, poured-in countertop. ' place high efficiency insulation, full height inner door storage liner, casters, adjustable leveling legs and hermetically-sealed, Light Fixture: Undercabinet, slimline flourescent light fixture. self-oiling cushion mounted compressor. Refrigerator removable Requires separate electrical connection. and operates on 115v. 60 cycle A.C. and has a 5 foot grounded Garbage Disposer: 1/3 H.P. disposer has 1.5 quart capacity and type cordset. Note: On model RES9Y-30 the refrigerator capacity stainless steel impellers. 115 volt disposer requires separate con- is 5.0 cu.ft.with manual defrost. nection from base unit. COUNTERTOP AND SINK: Fabricated of 20 gauge prime type Hot Water Dispenser: Delivers no-splash, pressure free water 301 satin finish stainless steel and 4" backsplash. Sink bowl adjustable from 150 degrees to 190 degrees. 14"W X 15"L X 6"D with 3.5"drain and supplied with single lever Sink Cutting Board: Made of hard wood, stores easily in base faucet and stainless steel duo-strainer. storage cabinet when not in use. ELECTRIC RANGE:Two microtube top elements with signal Range Hood, 24"wide with either stainless steel finish or baked light, removable chrome-plated removable reflector pans and enamel finish. Features 2 speed fan, built-in light and filter sys- infinite switches. Range operates on either 115 or 230V. tem. Available for duct-free and ducted installation. OR .8 Cu. Ft. Microwave Oven: 24"wide. Features digital touch GAS RANGE:Two aluminum head gas burners with pilotless control, clock timer and 9 power levels. ignition, pressure regulator, low flame setting and removable 1.0 Cu. Ft. Microwave Oven: 30"wide with features as above. chrome-plated pans.-Unit adaptable for either L.P. or natural gas Microwave Oven with Built-in Hood: 30"wide, 1.0 cu.ft.. and is approved by the American Gas Association. Features built-in range hood with 2 speed fan, built-in light, digital CABINETS: Base cabinets and optional wall cabinets fabricated touch control, clock/timer with 10 power levels. of 5/8"thick 48 lb. industrial grade particleboard fused on both Automatic Coffeemaker: Single pot coffeemaker designed for sides with acid-resistant thermoset melamine to exceed the stan- installation under optional wall cabinet.Double pot coffeemaker dards of the American Laminators Association. designed for installation on countertop and available on most • • • models. Both include glass coffee decanter. REFRIGERATOR: Note: On models ROE9Y-48, ROE9Y-51 and MODIFICATIONS ROE9Y-541the refrigerator capacity is 5.0 cu.ft.with manual Mod#1-Cabinet replacing electric oven. defrost. Specifications are same as of RES Models for 60 to 72 Mod#2-Cabinet replacing refrigerator. widths. COUNTERTOP AND SINK: Same as for RES Models Mod#2A-Cabinet replacing oven and range burners eliminated. ELECTRIC RANGE: Four top elements 1250 watts each with sig- Mod#3-Dishwasher, installed next to sink and requires separate nal light, removable chrome-plated reflector pans and infinite plumbing and electrical connections. switches. Range/oven operates on 1.15/230V, 3 wire, single Mod#4-Plastic laminate courtertop in lieu of standard stainless phase A.C.. steel countertop. 1.5"thick 48 lb. industrial grade particleboard OR laminated with horizontal grade high pressure plastic laminate by Nevamar or equal. Drop-in sink bowl is 20 GAS RANGE: Four aluminum head burners gauge stainless steel or porcelain as required. with pilotless ignition, pressure regulator and, Mod#4A-Corian or Fountainhead low flame setting. Oven has pilotless igni- tion,pressure regulator, automatic tempera- countertop ture control with limit switch, lift off oven Mod#5- 18 gauge stainless steel door and removable floor with recessed spill countertop. pan. Broiler drawer located under oven. Unit Mod#6-Wall and base cabinets to be adaptable for either L.P. or natural gas and fabricated of 5/8"thick 48 lb. industrial grade . is approved by the American Gas particleboard. Fronts high pressure plastic Association. Surfaces porcelain enamel. laminate by Nevamar or equal. Inside oven dimensions 16"X 19" X 15.5". Mod#7-Base and wall cabinet doors 3/4" CABINETS: Base and optional wall cabinets plywood laminated with high pressure lami- fabricated of 5/8"thick 48 lb. industrial grade nate Nevamar or equal in color selected by particleboard fused on both sides with acid- Architect. Bodies 5/8"thick industrial grade resistant thermoset melamine to exceed the particle board. standards of the American Laminators Mod#8-Wall and base cabinets fabricated Association. of 22 gauge minimum cold rolled furniture grade.steel bonderized and treated with Note: Specifications for all models are zinc chromate prior to finishing with high subject to change without notice. baked acrylic enamel (Available on certain models only,) Acme Kitchenettes Corp .........page 7 APPLICANT WHANSACTI:ONAi. ))ISCI.0sull l: l'O1tPj 'Pile 'Town ak Southold ' s Code of Ethics prohibits conflicts of interest on the part of town 0 f- icers and employees , "File purpose of this form is to provide inf-orrnation which can alert Lae town of possible , Conflicts of interest and allow it to take wliaLever action is. -Ileces,9-clry to avoid same . Breezy Shores aim Cliffside YOUR NMR: ( Carat name , fir. sL name , micdle initial , t.trrJ-ese You are applying in Llle name or Someone else or ether ertLiLy , such a,-, n company . If so , izid.LcnLe the other person ' 9 or company ' s name . ) NATURE- OF APPLICATION! ( Check a .1.l Lfra t a pply .. ) 'Pax grievance Variance Change of zone Approval or plat Exemption morn plat or orricl:al map Other. Special Exception ------ ( Ir "Other , " name tile activity . ) DO you personally (or through your company, spour;e, t+i))l.tlrecl , parent, or child) bUve a relat•iollsilip with any officer or, employee Of the Town of Sout bold? ^ltel-ationeleip" includes by blood, marriage, or business inte.rest:_ "flusiness interest" means a busip pn", inr-JLudinc) a partnership, In which the town officer or employee has even a partial ' ownership of (or employment by) a corporation in wliicl, the town officer or employee owns more t;han 5'% of tlae shares_ Yr•,s NO X If you answered "YES. ", complete the balance of dais form and date and sign where indicated _ Name or person employed by Llie Town of . SouL-hold Title or position or that person Describe the relaLionship between yourself ( the applicant: ) and the town officer or employee . Either check the appropriate line A) through D) and/or describe in the space provided . The town officer or employee of his or her spouse , s1.b.ling , parent , or child is ( check all that appJ.y ) , A) the owner or greater than 5% of tile shares or the corporate sboc)c of the appJ.icanL ( when the applicant Is a corporation ) ; D ) the legal or beneficial owner or any interest in a noncorporate entity (when tile applicant is not a corporation ) ; C) an officer , director , partner , or employee of the applicant ; or D) Hie actual applicanL . DESCRIPTION OF IZEC,A'VlONSII.i P Submitt;ed tl is day of 199 Siynabt.tre � r Prl.nt; n.atne_ �, E- — 14-16-2 (9195)-7c 617.20 - SEQR 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. Frequent- ly, there are aspects of a project that are subjective or unmeasureable. 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. 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 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 !` CO i' . Name of Action // <50rr holol ?1annth eoarcZ 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) Date 1 PART 1-:P;ROJECT INFOWA N Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the enviroiment. 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 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 LOCATION OF ACTION(Include Stre�Address. cipality and County) NAME OF APPLICAN /SPONSOR BUSINESS TELEPHONE LJ'J ADDRESS 2 /� y C/ a— CITY/PO <- SATA�T� ZIP CODE BUSINESS TELEPHONE NAME OF OWNER of different) ADDRESS STATE ZIP CODE CITYlPO DESCRIPTION OF ACTION �o g b o i� r P,sor afe/ �.� I cue bu�-laC�n s l�,�P, Poo/ h av_-�e, offer / oo/ grace /G kher7e_1Ces In vim. or 7,,L acl—es da 1)0 ion �fcinc� `SOurrc/- 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: ❑Urban ❑Industrial 14Commercial ❑Residential(suburban) Mural(non-farm)s ❑Forest ❑Agriculture ❑Other .�ls�/ 2. Total acreage of project area: 7, 12 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Mea ow.or•Brushland (Nory-a ricultural) r G�rL, acres �1 acres �novdes b.�ach b/Vre/edge -old A?/c✓ — .O-� acres O acres Forested - D acres Agricultural (Includes orchards, cropland, pasture, etc.) , © — acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) O acres Q acres acres 0 acres Water Surface Area " ® acres Unvegetated (Rock, earth or fill) - ��'s acres Roads, buildings and other paved surfaces acres acres Other (Indicate type L acres acres 3. What is predominant soil type(s) on project site? M 0171'a"Ilr '*A a. Soil drainage: ❑Well drained % of site )@Moderately well drained Z12Y % of site ❑Poorly drained % of site WW It /77 m ate b. If any agricultural land is involAve4, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? /V<4 acres. (See 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ❑Yes JONo a. What is depth to bedrock? (in feet) 2 5. Approximate percentage of props:_ project site with slopes: 00-10% _ _% 010-15% aa % 015% or greater % 6.• Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? Oyes INNo 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes Pgko 8. What is the depth of the water table? �� (in feet) 9. Is site located over a primary, principal, or sole source aquifer? XYes ONo 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? OYes ❑No 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? OYes ANo According to J`//C /nVPGfMn `--thatt.l5' ©r31o52irLt Identify each species 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) Yes ❑No Describe '610AC 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? OYes (XNo If yes, explain 14. Does the present site include scenic views known to be important to the community? OYes 9No 15. Streams within or contiguous to project area: A1/4 a. Name-of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name � lanel 6,0L4,�d �i'77'firr ,1ei1 h1eJ b. Size (In acres) 17. Is the site served by existing public utilities? XYes�UNon 5 . a) If Yes, does sufficient capacity exist to allow connection? Oyes ❑No b) If Yes, will improvements be necessary to allow connection? XYes ❑No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? OYes ONO 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? OYes *0 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 Z, 13a acres. b. Project acreage to be developed: 6 - . acres initially; 6— acres ultimately. c. Project acreage to remain undeveloped A 5- acres. d. Length of project, in miles: ! (If appropriate) // e. 'If the project is an expansion, indicate percent of expansion proposed K fzherellz5 °�6; D P7) f. Number of off-street parking spaces existing 0 ; proposed A9 . g. Maximum vehicular trips generated per hour \560 (upon completion of project)? h. If residential: Number and type of housing units: ��ryJp_�/j�p18,/ One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure -35 height;­7 ! width; _ Z� length. j. Linear feet of frontage along.a public thoroughfare project will occupy is? (V 0 0 ft. 3 ~ 2. How much natural material ( rock, earth, etc.) will be removed from C ite? ® tons/cubic yards 3. Will disturbed areas be reclaimed? ®YesGw(Zr "too ❑NJA a. If yes, for what intended purpose is the site being reclaimed? LC CS b. Will topsoil be stockpiled for reclamation? f, yes ONo c. Will upper subsoil be stockpiled for reclamation? Oyes ONo f 4. How many acres of vegetation (trees, shrubs, ground covers) w,Wbe.,oe?my4jV C,0ro a,a / Vr Yzm tares 5. Will any mature forest (over 100 years old) or other locally-important vegetation be rerhoved by this project? / Dyes od Io 6. If single phase project: Anticipated period of construction lg months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of,commencement phase 1 month year, (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? OYes ONo 8. Will blasting occur during construction? OYes XNo 9. Number of jobs generated: during construction 6-0 ; after project is complete 10. Number of jobs eliminated by this project--D- 11. Will project require relocation of any projects or facilities? OYes KNo If yes, explain 12. Is surface liquid waste disposal involved? Oyes `$(No a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged �No Types oe 13. Is subsurface liquid waste disposal involved? ❑Yes 14. Will surface area of an existing water body increase or decrease by proposal? OYes ONo Explain ho 15. Is project or any portion of project to ed in a 100 year flood plain? Yes ❑No� �in 16. Will the project generate solid waste? VYes ❑No -Z,," r?��t �Jb55ibbe a. If yes, what is the amount per month Z—(,e tons Ott tve ff b. If yes, will an existing solid waste facility be a used? Oes ONo c. If yes, give named o �29/�` location CG�JO d. Will-'any wastes not go into a sewage disposal system or into a sanitary landfill? OYes Io e. If Yes, explain 17. Will the project involve the disposal of solid waste? OYes KNo 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? OYes *0 19. Will project routinely produce odors (more than one hour per day)?1JYes X,N0 20. Will project produce operating noise exceeding the local ambient noise levels? OYes ONo 21. Will project result in an increase in energy use? Ayes ONo If yes , indicate type(s) dec40 C/ 22. If water supply is from wells, indicate pumping capacity NZA gallons/minute. 23. Total anticipated water usage per day gallons/day. 24. Does project involve Local, State or Federal funding? OYes ANo If Yes, explain 4 25. Approvals Required: Submittal Type Date City, Town, Village Board MYes PO City, Town, Village Planning Board ZNYes ONo JP/fC Y.�Cfiyv City, Town Zoning Board $JYes ONO SY�efa2� �yi7u� "ex,5 City, County Health Department XYes ONo Other Local Agencies 'KYes ONO &Zeeo>pO'rt jee,,Y IS44lit/� Other Regional Agencies ❑Yes ONo State Agencies 1XYes ONo �" ifb ��U�rz /��OpO Federal Agencies OYes )RINo C. Zoning and Planning Information 1 . Does proposed action involve a planning or zoning decision? , Yes ONO If Yes, indicate decision required: Ozoning amendment ❑zoning variance Ospecial use permit Osubdivision Xite plan ❑new/revision of master plan ❑resource management plan Oother 2. What is the zoning.classification(s)of the site? /�k 3. What is the maximum potential development of the site if developed as permitted by the present zoning? `7 7 /n o crAib / 1 4.. What is the-proposed zoning of the site? _�G �- [,5a,7+.PiJ 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? 'es ONO 7. What are the predominant land use(s) and zoning classifications within a '/, mile radius of proposed action? 8. Is the proposed action compatible with adjoining/surrounding land uses within a '/. mile?- Ayes ONo 9. If the proposed action is the subdivision of land; how many lots are proposed? N`A a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? Oyes )4No 11. Will the proposed action create a demand-ifor any.,community provided-services (recreation, education, police, fire protection)? Ayes ONo ild-l5M a. If yes, is existing capacity sufficient to handle projected demand? Yes ONo 12. Will the proposed action result in the generation of traffic significantly above present levels? XIYes' a. If yes, is the existing road network adequate to handle the additional traffic? Oyes ONo D. Informational Details Attach any additional information as may be needed 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 certify that the information provided above is true to the best of my knowledge. Applican onsor Ua 0 Date /� /9��9 i Signatu a Title If the act on is in the Coastal Area,and you are a state agency,complete the Coastal Assessment Form before proceeding with this assessment. 5 J Part 2=0110JECT IMPACTS AND THEIR ___AGNITUDE Responsibility of Lead Agency General Information (Read Carefully) • 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 project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. • 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. • In identifying impacts, consider long term, short term and cumlative 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 ON LAND Impact Impact Project Change 1. Will the proposed action result in a physical change to the project site? ONO OYES Examples that would apply to column 2 • Any construction on slopes of 15% or greater, (15 foot rise per 100 ❑ ❑ ❑Yes ❑No foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where-the depth to the water table is less than ❑ ❑ ❑Yes ❑No 3 feet. • Construction of paved parking area for 1,000 or more vehicles. El Cl ❑Yes ❑No • Construction on land where bedrock is exposed or generally within ❑ ❑ ❑Yes ❑No 3 feet of existing ground surface. • Construction that will continue for more than 1 year or involve more ❑ ❑ ❑Yes ❑No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 Cl ❑ ❑Yes ❑No tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill. ❑ ❑ ❑Yes ❑No • Construction in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts ❑ .❑ Oyes ❑No 2. Will there bean effect to any unique or,unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.)ONO OYES • Specific land forms:. ❑ ❑ ❑Yes ❑No 6 1 2 3 IMPACT ON WATER Small to Potential Can Impact Be Moderate Large Mitigated By 3. Will proposed action affect any water body designated as protected? Impact Impact Project Change (Under Articles 15,24, 25 of the Environmental Conservation Law, ECL) ONO DYES 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 a ❑ ❑ ❑Yes ❑No protected stream. • Extension of utility distribution facilities through a protected water body. ❑ ❑ ❑Yes ❑No. • 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? ONO DYES Examples that would apply to column 2 • A 10% increase or decrease in the surface area of any body of water ❑ ❑ ❑Yes ❑No or more than,a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface area. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 5. Will Proposed Action affect surface or groundwater quality or quantity? ONO DYES 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 than 45 ❑ ❑ ❑Yes []No gallons per minute pumping capacity. • Construction or operation causing any contamination of a water Cl ❑ ❑Yes []No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ❑No • Liquid effluent will be conveyed off the site to facilities which presently ❑ ❑ ❑Yes ❑No do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per ❑ ❑ []Yes ❑No day. • Proposed Action will likely cause siltation or other discharge into an ❑ ❑ ❑Yes ❑No 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 chemical ❑ ❑ Dyes ❑No products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without water ❑ ❑ ❑Yes ❑No and/or sewer services. • Proposed Action locates commercial and/or industrial uses which may ❑ ❑ ❑Yes ❑No require new or expansion of existing waste treatment and/or storage facilities. • Other impacts:_ ❑ ❑ ❑Yes ❑No 6. Will proposed action alter drainage flow or patterns, or surface water runoff? ONO OYES Examples that would apply to column 2 • Proposed Action would change flood water flows. O ❑ ❑Yes ❑No 7 2 3 S1 to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change • 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 floodway. ❑ ❑ ❑Yes ❑No • Other impacts: O ❑ El Yes El No IMPACT ON AIR 7. Will proposed action affect air quality? ONO OYES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips-in any given ❑ ❑ ❑Yes ❑No hour. • Proposed.Action will result in the incineration of more than 1 ton of ❑ ❑ ❑Yes ❑No refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a ❑ ❑ Dyes El No heat source.producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed ❑ ❑ ❑Yes ❑No to industrial use. • Proposed action will allow an increase in the density of industrial ❑ ❑ ❑Yes El No development within existing industrial areas. • Other impacts: ❑ Cl Dyes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ONO DYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or Federal ❑ ❑ ❑Yes ❑No list, using the site, over or near site or found on the site. • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ ❑Yes []No • Application of pesticide or herbicide more than twice a year, other ❑ ❑ ❑Yes ❑No than for agricultural purposes. • Other impacts: ❑ ❑ ❑Yes ONo 9. Will Proposed Action substantially affect non-threatened or non-endangered species? ❑NO_ DYES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident or ❑ ❑ []Yes ❑No migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres ❑ ❑ []Yes ❑No of mature forest (over 100 years of age) or other locally important vegetation. IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will the Proposed Action affect agricultural land resources? ONO DYES Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural ❑ ❑ ❑Yes ❑No land (includes cropland, hayfields, pasture; vineyard, orchard, etc.) 8 f l 1 2 3 Small to Potential Can Impact E Moderate Large Mitigated B� Impact Impact Project Chan( • Construction activity would excavate or compact the soil profile of ❑ ❑ El Yes ON. agricultural land. • The proposed action would irreversibly convert more than 10 acres ❑ ❑ ❑Yes ❑N, of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural ❑ ❑ Dyes ❑N. 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 ❑N. IMPACT ON AESTHETIC RESOURCES 11. Will proposed action affect aesthetic resources? ONO OYES (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B.) Examples that would apply to column 2 • Proposed land uses, or project components obviously different from ❑ ❑ ❑.Yes O.M. 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 ❑ ❑ ❑Yes ❑N( 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 significant ❑ ❑ ❑Yes ❑N( screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ON( IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, pre- historic or paleontological importance? ONO OYES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or substantially '❑ ❑ ❑Yes ❑N( contiguous to any facility or site listed on the State or National Register of historic places. e Any impact to an archaeological site or fossil bed located within the ❑ O ❑Yes ❑N( project site. • Proposed Action will occur in an area designated as sensitive for ❑ ❑ ❑Yes ❑N( archaeological sites on the NYS Site Inventory. • Other impacts: ❑ ❑ ❑Yes ❑N( IMPACT ON OPEN SPACE AND RECREATION 13. Will Proposed Action affect the quantity or quality of existing or. future open spaces or recreational opportunities? Examples that would apply to column 2 ONO OYES • The permanent foreclosure of a future recreational opportunity. ❑ ❑ Oyes ON, • A major reduction of an open space important to the community. ❑ ❑ Oyes ❑N� • Other Impacts: ❑ ❑ ❑Yes ON, 9 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique character- istics of a critical environmental area (CEA) established pursuant to subdivision 6 NYCRR 617.14(g) ? ONO DYES 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? El El ❑Yes El No Proposed Action will result in a reduction in the quantity of the resource? ❑ ❑ ❑Yes ❑No • Proposed Action will result in a reduction in the quality of the resource? ❑ ❑ ❑Yes ❑No • Proposed Action will impact the use, function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ El ❑Yes ❑No IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ' ONO DYES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or goods. ❑ ❑ ❑Yes ❑No • Proposed Action will result in major traffic problems. ❑ ❑ []Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON ENERGY 16. Will proposed action affect the community's sources of fuel or energy supply? ONO OYES Examples that would apply to column 2 • Proposed Action will cause a greater than 5% increase in the use of ❑ ❑ ❑Yes ❑No any form of energy in the municipality. • Proposed Action will require the creation or extension of an energy El El []Yes El No 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 El No 10 1 2 3 NOISE AND ODOR IMPACTS Small to Potential Can Impact Be 17. Will there be objectionable odors, noise, or vibration as a result Moderate Large Mitigated By of the Proposed Action? ONO DYES Impact Impact Project Change 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). ❑ ❑ El Yes ❑No • Proposed Action will produce operating noise exceeding the local ❑ ❑ ❑Yes ❑No ambient noise levels for noise outside of structures. .-Proposed Action will remove natural barriers that would act as a ❑ ❑ El Yes ❑No noise screen. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? ONO OYES Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ❑ ❑ ❑Yes El No 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" in any ❑ ❑ Dyes ❑No form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) • Storage facilities for one million or more gallons of liquified natural ❑ ❑ ❑Yes ❑No gas or other flammable liquids. • Proposed action may result in the excavation or other disturbance ❑ ❑ []Yes El NO within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON GROWTH AND CHARAQTER OF COMMUNITY OR NEIGHBORHOOD 19. Will proposed action affect the character of the existing community? ONO OYES Examples that would apply to column 2 • The permanent population of the city, town or village in which the ❑ ❑ ❑Yes ❑No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating services ❑ ❑ ❑Yes []No will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. ❑ ❑ ❑Yes ❑No • Proposed action will cause a change in the density of land use. ❑ ❑ []Yes ❑No • Proposed Action will replace or eliminate existing facilities, structures ❑ ❑ ❑Yes ❑No or areas of historic importance to the community. • Development will create a demand for additional community services ❑ ❑ ❑Yes []No (e.g. schools, police and fire, etc.) • Proposed Action will set an important precedent for future*projects. ❑ ❑ ❑Yes ❑No • 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 environmental impacts? ONO OYES It any action In Part 2 Is Identified as a potentlai large Impact or It you cannot determine the magnitude of Impact,proceed to Part 3 11 Part 3—EV ," "JATION OF THE IMPORTAI E OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared if one or more impact(s) is considered to be potentially large, even if the impact(s) may be mitigated. Instructions Discuss the following for each impact identified in Column 2 of Part 2: 1 . Briefly describe the impact. 2. Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3. Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: • The probability of the impact occurring • The duration of the impact • Its irreversibility, including permanently lost resources of value • Whether the impact can or will be controlled • The regional consequence of the impact • Its potential divergence from local needs and goals •.:..Whether known objections to the project relate to this impact. (Continue on attachments) 12 14.14-11 (9195)-9c 617.20 SEQR Appendix B State Environmental Quality Review Visual EAF Addendum This form may be used to provide additional information relating to Question 11 of Part 2 of the Full EAF. (To be completed by Lead Agency) Distance Between Visibility Project and Resource (in Miles) 1. Would the project be visible from: 0-1/4 1/4.1/2 1/2.3 3.5 5+ • A parcel of land which is dedicated to and available ❑ ❑ ❑ ❑ ❑ to the public for the use, enjoyment and appreciation of natural or man-made scenic qualities? • An overlook or parcel of land dedicated to public ❑ ❑ ❑ ❑ ❑ observation, enjoyment and appreciation of natural or man-made scenic qualities? • A site or structure listed on the National or State ❑ ❑ ❑ ❑ ❑ Registers of Historic Places? • State Parks? ❑ ❑ ❑ ❑ ❑ • The State Forest Preserve? ❑ ❑ ❑ ❑ ❑ • National Wildlife Refuges and state game refuges? ❑ ❑ ❑ ❑ ❑ • National Natural Landmarks and other outstanding ❑ ❑ ❑ ❑ ❑ natural features? • National Park Service lands? ❑ ❑ ❑ ❑ ❑ • Rivers designated as National or State Wild, Scenic ❑ ❑ ❑ ❑ ❑ or Recreational? • Any transportation corridor of high exposure, such ❑ El El ❑ ❑ as part of the Interstate System, or Amtrak? • A governmentally established or designated interstate ❑ ❑ ❑ ❑ ❑ or inter-county foot trail, or one formally proposed for establishment or designation? • A site, area, lake, reservoir or highway designated as ❑ ❑ ❑ ❑ ❑ scenic? • Municipal park, or designated open space? ❑ ❑ ❑ ❑ ❑ • County road? ❑ ❑ ❑ ❑ ❑ • State? ❑ ❑ ❑ ❑ ❑ • Local road? ❑ ❑ ❑ ❑ ❑ 2. Is the visibility of the project seasonal?(i.e., screened by summer foliage, but visible during other seasons) ❑Yes ❑No 3. Are any of the resources checked in question 1 used by the public during the time of year during which the project will be visible? ❑Yes ❑No 1 DESCRIPTION OF EXISTING VISUAL ENVIRONMENT 4. From each item checked in question 1, check those which generally describe the surrounding environment. Within *'/, mile *I mile Essentially undeveloped ❑ ❑ Forested ❑ ❑ Agricultural ❑ ❑ Suburban residential ❑ ❑ Industrial ❑ ❑ Commercial ❑ ❑ Urban ❑ ❑ River, Lake, Pond ❑ ❑ Cliffs, Overlooks ❑ ❑ Designated Open Space ❑ ❑ ..Fiat ❑ ❑ Hilly ❑ ❑ Mountainous ❑ ❑ Other ❑ ❑ NOTE: add attachments as needed 5. Are there visually similar projects within: '1/2 mile ❑Yes El No *I miles El Yes El No *2 miles El Yes El No '3 miles ❑Yes ❑No ' Distance from project site are provided for assistance.Substitute other distances as appropriate EXPOSURE 6. The annual number of viewers likely to observe the proposed project is NOTE: When user data is unavailable or unknown, use best estimate. CONTEXT 7. The situation or activity In which the viewers are engaged while viewing the proposed action is FREQUENCY Holidays/ Activity Daily Weekly Weekends Seasonally Travel to and.from work ❑ ❑ ❑ ❑ Involved in recreational activities ❑ ❑ ❑ ❑ Routine travel by residents ❑ ❑ ❑ ❑ At a residence ❑ ❑ ❑ ❑ At worksite ❑ ❑ ❑ ❑ Other ❑ ❑ ❑ ❑ 2 1 / -'ART 1—PROJECT INFORMAT Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effec on the environment. Please comolete.the entire form, Parts A through E. Answers to these questions will be considerer -as part of the application for approval and may be subject to further verification and public review. Provide any additions 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 involy- new studies. research or investigation. If information requiring such additional work is unavailable. so indicate and specie% each instance. NAME OF ACTION Cliffside A REEZ­--1 LOCATION OF ACTION (Incivae Street Aaaress,trlunicipatity ana County) NAME OF APPLICANT/SPONSOR BUSINESS TELEPHONE Breezy Sound Corp. I (516 ) 475-0745 ADDRESS 38 Oak Street CITY/PO I STATE ZIF CODE Patchogue, NY � 11772 NAME OF OWNER(It aitterent) I BUSINESS TELEPHONE ( I ADDRESS CITY/Po i STATE f ZIP CODE OET68 ION OF AC7 ON unit esort motel in five buildin plus a poo-1"�k)ouse, office, na r apartment, swimming pool an 2 tennis cou>^_ts on 7+ acres ' cent to Long Island Sound. Please Complete Each Question—Indicate N.A. if not applicable A. Site Description Physical setting of overall project. both developed and undeveloped areas. Present land use: ❑Urban Olndustrial OCommercial F_lResidential (suburban) Rural (non-far ❑Forest ❑Agric,i�2lture �QOther �A rtA/ 1 �/ Cr A 7.13 ED QTotal acreage of project area: acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) - ' �•4 acres 4-vbl- Z,S acres //V cl-0065 ACilr&L)rr' t;De-,F_�DLD Ft Ed-D -O- acres -0- acres Forested Agricultural (Includes orchards, cropland, pasture• etc.) acres acres Wetland (Freshwater or tidal as per Articles 24. 25 of ECI.) -0- acres -0- acres Water Surface Area -� acres -� acres Unvegetated (Rock, earth or fill) O.S ,acres acres Roads, buildings and other paved surfaces -0- i�,- I acres Z, a acres Other (Indicate type) Landscapingr -0- toes 1 Z.. a acres 0 What is predominant soil type(s) on project ;ate? M&,JTIg0V_ r AJ 2oAM a. Soil drainage: O`,Vell drained 45 of <ite UMmlcratcly well drained 100 q, of site OJI corly drained 90 iif lac- �V6L(-7-aR-I0DEP-AT-E b. If any agriCUltUral Lind Is involved, how many ac:rvs of Soil are c'l,issifwd within soil group I dirou h •1 of the NYc Land Classifieatlon Systcnl? -- Al-- A acres (See I NYCRR 370). Are there bedrock outcroppings on project situ? Dyes L�No tea. What is depth to bedrock? �fOd (in ice() 2 5. APproxuuate percent.t:a of prr>pos oiect ,rte with Slope:,. t_t)-10`3„ 65 _ '� L I() 15 0 22 °o .0 15% or greater '14 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? 0-Yes Q4N0 7.-Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? 0-Yes Q2No What is the depth of the water table? 30+ (in feet) JAI DEI/ELaPMEMI— je A 6' 4 r r2E Is site located over a primary, principal, or sole source aquifer? Ines blsa 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? CYes CNo ([D Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes EN According to Si7-:E/N,5PEeTIoW BAR/T qT,-1 P9ff6EN7— Identify each species Are there any unique or unusual land forms on the project site? (i.e.. cliffs, dunes, other geological formations) N�es Describe _t73 LVFFS W)_,n kJ% L•T_ �LaWl) 13. Is the project site�[..presently used by the community or neighborhood as an open space or recreation area? CYes L NO If yes, explain 14. Does the present site include scenic views known to be important to the community? ❑Yes tNo 15. Streams within or contiguous to project area: N/A a. Name of Stream and name of River to which it is tributary ® Lakes, ponds, wetland areas within or contiguous to project area: a. Name - A L-IOM ML ,�10 Lev b Size (in acres) 17. Is the site served bexisting �t ��rGt KfL ET�}r2e=i d>`i S�Tii: y existin g public ut iides. I)JYes GNo a) If Yes, does sufficient capacity exist to allow connection? n-Yes ONO ti b) If Yes, will improvements be necessary to allow connection? CYes ONO. 18. Is the site located in an agricultural district certified pursuant to agriculture and ,Markets Law. Article 25-AA, Section 303 and 304? Dyes N0 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? CYes Q�No 20. Has the site ever been used for the disposal of solid or hazardous wastia5? CYes No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controllr:d by project sponsor 7. 132 acres. b. Project. acreage to be developed: 6 acrr:s initially; 6 acres ultimately. c. Project acreage to remain undeve!oped 1 .5 acres. d. Length of project, in miles: (If appropriate) e. If the project is an expansion, indicate percent of rxpansimi, proposed f. Numhc:r of off-street parking spaces existing 0 profm%od 80 g. Niaxinium vehicular trips generated per hour 56 (upon c:ompiction of project)? h. If residential: Number and type` of Incising units: 0n1• family Two famli �1111tljlu I .rrnily Condonunnrrn Initially Ultimately 1. Dimensions (in feet) of largest propo,.ud structure 151 height: 74_6' .vrrlth: 125'_ length. j. Linear feet of frontage alone; a publir. thornere;hfare project •Pill occupy ii? 601 (t 3 2. Flow much natural uiateri.ii (i.;,= jcic, earth, etc.) will hi: remov,•d iron, Nita:? 0 tons/cubic yards P.a eT 14 64,/ Will disturbed areas be reclaimed? ryes GNo a. If yes, for what intend., purpose is the site being,reclaimed? b. %,Vill topsoil be stockpiled for reclamation? (GYes CNo c. Will upper subsoil be stockpiled for reclamation? (3Yes CNo 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? acres. Mu[.14 WAS �2FVtor)SG�1 C4�KI✓L , Juloc.� Ot-O FtCLb S. Will any mature forest (over 100 years old) or other locally-important vegeration oe removed by this project? GYes 1No 6. If single phase project: Anticipated period of construction 18 months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of commencement phase 1 month year. (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? ❑Yes ❑No 8. Will blasting occur during construction? Oyes GNo 9. Number of jobs generated: during construction 50 ; after project is complete 5 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or.facilities? Oyes CAN If yes, explain 12. Is surface liquid waste disposal involved? GYes )t]No 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? GYes nNo Type Nfl?E: SA9irA,2-/ -Tz) cSz21. JP6 T SEJZEdL X51ST2,L7 14. Will surface area of an existing water body increase or decrease by proposal? GYes GNo Explain no effect 1S Is project or any portion of project located in a 100 year flood plain? Comes I`lo Dc1.1 ELorD�4 E>47- LS71d -.Oo-6 14 Will the project generate solid waste? GYes ❑No 2-en1E Eve-EP7- P055iaLE BEAC44 ' flGLESs a. If yes, what is the amount per 8 Z-& Tog.5 tongs, b. If yes, will an existing solid waste facility be used?PC NYees GNo �1 c. If yes, give rLame locattbn [�utcHDE�y� aW4 oF.Sou�FoGD 71ZAx(SFEt2 EVA7761./ d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? GYes No e. If Yes, explain 17. Will the project involve the disposal of solid waste? Oyes A,40 a- If yes, what is the anticipated rate of disposal? tans/month. b. If yes, what is the anticipated site life? yarrs. 18. Will project use herbicides or pesticides? GYes (&A 19. Will project routinely produce odors (more than otw hour pt:r day)? GYes No 20. Will project produce operatini, noise oxceedim,- the laical ;unbient noise l,rvels? GYi:, L'�.IIN o 21. Will project result in an increjxw in c:twrgy w-o? t^JYes Grli) If yes , indicate type(s) electric & heat 22- If water Supply i; from w ilS, imitcati• winilsuig cat,.ii iry N/A �,illunsinunuce. 23. Total anticipated water usage per tLry 17,000 j;allun;lday 24 Does project involve Local, St.ite or I"i•deral fundini;? Oyes KNO If Yes, explain Z 4 •25. Approvals Required: , Submittal Type Dale City, Town, Village Board ❑Yes 1"40 City, Town. Village Planning [Board CXYes ❑No site plan City, Town Zoning Board ❑Yes lX.to City, County Health Department "Yes ❑No water and sewer Other Local A.aencies 15?_<ees -lb Greenport water & sewer Other Regional Agencies ❑Yes EXNo State Agencies ❑Yes ON Federal Agencies ❑Yes Q�,lo C. Zoning and Planning Information lO Does proposed action involve a planning.or zoning decision? VQ0 If Yes, indicate decision required: ❑zoning amendment ❑zoning variance ❑special use permit ❑subdivision Msite plan ❑new/revision of master plan ❑resource management plan ❑other 2. What 's the zoning classifications)of the site? R R Q. 4• hat is he maximum potential development of the site if developed as permitted by the oresent zoning? —77 motel units ;. at is a propose oning of the site? RR (SA�E) 0 Wha is the maximum p tential development or the site if developed as permitted by the proposed zonin �)O u++41461 C6. Is the proposed action consistent with the recommended uses in adopted local land use plans? tlYes 7. Wh the+predominant land use(s) and zoning classifications within a '1A mile radius or proposed attic motel , condominium, nursing home, residential 3. Is the proposed action com acible with adjoinin Jsurroundin land uses within a ',/. mile? l—•-- P S g Yes z:,� 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of'•se,&er or water districts? ❑Yes I-� 11 . Will the proposed action create a demand for any community provided services (recreation, education, polic fire protection)? ]Yes ❑No a_ If yes, is existing capacity sufficient to handle projected demand? NYes ❑No O Will the proposed action result in the generation of traffic significantly above present levels? �KYes a. If yes, is the existing road network adequate to handle the additional traffic? `jYes ❑No D. Informational Details Attach any additional information as may bo needed to cl.irify your project. If there are or may be any adver impacts associated with your propo<al, plo,ise discuss such impacts and the measures Mlich you propose to rnrtigate avoid them. E_ VerifiCItion I certify that lilt! tnforniatioq-4uovicled abort• ii true to tilt• best of nay knowledge. ( Applic allt;Spotrsor� ne 4 � i Daie Signa(ure Title If the action is in the Coastal Area, and you are a stile agency, complete the Coastal assessment form before proceedir %vith this assessment. 5 Part 2—PHUJECT IMPACTS AND THEIR MAu'NITUDE Responsibility of Lead Agency General Information (Read Carefully) • 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 project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. • 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. • In identifying impacts, consider long term, short term and cumlative 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 ON LAND Impact Impact Project Change 1 . Will the proposed action result in a physical change to the project site? ONO DYES Examples that would apply to column 2 • Any construction on slopes of 15% or greater, (15 foot rise per 100 ❑ Yes ❑No foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table is less than ❑ ❑ ❑Yes ❑No 3 feet. • Construction of paved parking area for 1,000 or more vehicles. ❑ ❑ ❑Yes ❑No • Construction on land where bedrock is exposed or generally within ❑ ❑ ❑Yes ❑No 3 feet of existing ground surface. • Construction that will continue for more than 1 year or involve more ❑ ❑Yes C&No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 ❑ ❑ ❑Yes ❑No tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill. ❑ ❑ ❑Yes ❑No • Construction in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts ❑ ❑ ❑Yes ❑No 2. Will there be an effect to any unique or unusual land forms found on the site? (i.e., cliffs, dunes, geological formations, etc.)L5(qO DYES • Specific land forms:. o <{-h 3! r)FF- ❑ ❑ ❑Yes ❑No &2?r1GG1F�1� 6 MID 2 3 IMPACT ON WATER Potential Can Impact Be 3. Will proposed action affect any water body designated as protected? Large Mitigated By (Under Articles 15, 24, 25 of the Environmental Conservation Law, ECL) Impact Project Change �10 DYESExamples 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 a ❑ ❑Yes ❑No protected stream. • Extension of utility distribution facilities through a protected water body. ❑ ❑ []Yes ❑No • 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? ONO (YES Examples that would apply to column 2 • A 10% increase or decrease in the surface area of any body of water ❑ ❑ ❑Yes ❑No or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface area. ❑ ❑ ❑Yes ❑No • Other impacts: 141c_r QQ�PFA7�p Qy BAST ❑ ❑Yes R]No 5. Will Proposed Action affect surface or groundwater quality or quantity? 'ANO DYES 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 than 45 ❑ ❑ ❑Yes []No gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ El Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ []Yes ONO • Liquid effluent will be conveyed off the site to facilities which presently ❑ ❑ ❑Yes ❑No do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per ❑ ❑ []Yes DNo day. • Proposed Action will likely cause siltation or other discharge into an ❑ ❑ ❑Yes ❑No 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 chemical ❑ ❑ El Yes ❑No products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without water ❑ ❑ ❑Yes ❑No and/or sewer services. • Proposed Action locates commercial and/or industrial uses which may ❑ ❑ ❑Yes []No require new or expansion of existing waste treatment and/or storage facilities. ° Other impacts: ❑ ❑ ❑Yes ❑No 6. Will proposed action alter drainage flow or patterns, or surface water runoff? ONO KYES Examples that would apply to column 2 Proposed Action would change flood water flows. ❑ ❑ ❑Yes ❑No 7 2 3 Sma Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change • Proposed Action may cause substantial erosion. ❑ Eg- C9Yes fto • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes El No IMPACT ON AIR 7. Will proposed action affect air quality? %NO DYES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any given ❑ ❑ ❑Yes ❑No hour. • Proposed Action will result in the incineration of more than 1 ton of ❑ ❑ El Yes ❑No refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a ❑ ❑ ❑Yes ❑No heat source producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed ❑ ❑ ❑Yes ❑No to industrial use. • Proposed action will allow an increase in the density of industrial ❑ ❑ ❑Yes ❑No 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 DYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or Federal ❑ ❑ ❑Yes ❑No list, using the site, over or near site or found on the site. • Removal of any portion of a critical .or significant wildlife habitat. ❑ ❑ ❑Yes ❑No • Applicafion of pesticide or herbicide more than twice a year, other ❑ ❑ []Yes ❑No than for agricultural purposes. • Other impacts: ❑ ❑ ❑Yes ❑No 9. Will Proposed Action substantially affect non-threatened or non-endangered species? UNO DYES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident or ❑ ❑ ❑Yes []No migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres ❑ ❑ ❑Yes ❑No of mature forest (over 100 years of age) or other locally important vegetation. IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will the Proposed Action affect agricultural land resources? NVO DYES Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural ❑ ❑ ❑Yes ❑No land (includes cropland, hayfields, pasture, vineyard, orchard, etc.) 8 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes ❑No agricultural land. • The proposed action would irreversibly convert more than 10 acres ❑ ❑ ❑Yes ❑No of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural ❑ ❑ ❑Yes ❑No 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: ❑ ❑ Dyes ❑No IMPACT ON AESTHETIC RESOURCES 11 . Will proposed action affect aesthetic resources? ONO MYES (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B.) Examples that would apply to column 2 • Proposed land uses, or project components obviously._different from ❑ ❑ ❑Yes ❑No 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 ❑ 19Yes ❑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 significant ❑ ❑ ❑Yes ❑No 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, pre- historic or paleontological importance? XNO DYES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or substantially ❑ ❑ ❑Yes ❑No 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 the ❑ ❑ ❑Yes ❑No project site. • Proposed Action will occur in an area designated as sensitive for ❑ ❑ ❑Yes ❑No archaeological sites on the NYS Site Inventory. • 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? Examples that would apply to column 2 `ONO DYES • 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 a 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique character- istics of a critical environmental area (CEA) established pursuant to subdivision 6 NYCRR 617.14(g) ? 54NO DYES List the environmental characteristics that caused the designation of the CEA. Examples that would apply to column 2 ❑ ❑ ❑Yes ❑No • Proposed Action to locate within the CEA? ❑Yes ❑No • Proposed Action will result in a reduction in the quantity of the resource? ❑ ❑ • Proposed Action will result in a reduction in the quality of the resource.• ❑ C' ❑Yes ❑No []Yes ONO • Proposed Action will impact the use, function or enjoyment of the El ❑ resource? ❑ ❑ El Yes [INo • Other impacts: IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? RYES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or goods. ❑ ❑ ❑Yes ❑No • Proposed Action will result in major traffic problems. ❑ El El Yes ❑No • Other impacts: ^��dSr, )Al Te,I�Fr-le 1 iwe f� El Yes El No AoeA ti/!TH L./" 5 lfT L7f61T"PLE IMPACT ON ENERGY 16. Will proposed action affect the community's sources of fuel or energy supply? ENO DYES Examples that would apply to column 2 El ❑Yes ❑No • Proposed Action will cause a greater than 5% increase in the use of ❑ any form of energy in the municipality. ® Proposed Action will require the creation or extension of an energy Ell ❑Yes No transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • ❑ ❑Yes ❑No Other impacts: _ ❑ 10 a NOISE AND ODOR IMPACTS Small to Potential Can Impact Be 17. Will there be objectionable odors, noise, or vibration as a result Moderate Large Mitigated By of the Proposed Action? ENO DYES Impact Impact Project Change 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). ❑ ❑ Dyes ❑No • Proposed Action will produce operating noise exceeding the local ❑ ❑ El Yes []No ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ Dyes ❑No noise screen. o Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? 59NNO DYES Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ❑ ❑ ❑Yes ❑No 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" in any ❑ ❑ ❑Yes ❑No form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) • Storage facilities for one million or more gallons of liquified natural ❑ ❑ ❑Yes ❑No gas or other flammable liquids. • Proposed action may result in the excavation or other disturbance ❑ ❑ ❑Yes El NO 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? RNO DYES Examples that would apply to column 2 • The permanent population of the city, town or village in which the ❑ ❑ ❑Yes ❑No project is located is likely to grow by more than 5%. The municipal budget for capital expenditures or operating services ❑ ❑ ❑Yes ❑No will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. ❑ ❑ El Yes ❑No • Proposed action will cause a change in the density of land use. ❑ ❑ ❑Yes ❑No Proposed Action will replace or eliminate existing facilities, structures ❑ ❑ ❑Yes ❑No or areas of historic importance to the community. • Development will create a demand for additional community services ❑ ❑ ❑Yes ❑No (e.g. schools, police and fire, etc.) • Proposed Action will set an important precedent for future projects. ❑ ❑ El Yes ❑No o Proposed Action will create or eliminate employment. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ [I Yes ❑No 20. Is there, or is there likely to be, public controversy related to potential adverse environmental impacts? $NO DYES 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 11 I' 1 Information to be submitted or included with submission to Architectural Review Committee. * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/411=1'preferred including the following information: Type and color of roofing - include sample. Type and color of siding - include sample . Type of windows and doors to be used, material and color of all windows and doorframes - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i .e. , heatpumps, air conditioning compressors, etc . on plans and/or elevations . * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment anal/or plumbing venting through roof or building sidewall . * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos . * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents . * Photos of existing buildings and/or neighboring properties from four directions of project site . * Type, Color and Design of all exterior sigzAage, both building-mounted and free standing. t; Town Of Southold P.O Box1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/08/00 Receipt#: 1043 Transaction(s): Subtotal 1 Segra Review $950.00 Check#: 1043 Total Paid: $950.00 , f { DEC 112000 nd morin Name: Breezy, Sound Corp. Greenport Ny Clerk ID: JOYCEW v 3 4 6 Internal ID:20580 1 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/18/05 Receipt#: 5769 Transaction(s): Reference Subtotal 1 1 Seqra Review 45-1-2.1 $306.25 Check#: 5769 Total Paid: $306.25 MAR 1 8 2005 Name: Breezy, Sound Corp. Po Box 815 Quogue, NY 11959 Clerk ID: LYNDAB Internal ID:45-1-2.1 Y� MAILING ADDRESS: PLANNING BOARD MEMBERS '*V sn�ryo Southold,,Box 1179 11971 JERILYN B.WOODHOUSE �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS us Town Hall Annex KENNETH L.EDWARDS �p� 54375 State Route 25 MARTIN H.SIDOR Old, � (cor.Main Rd. &Youngs Ave.) GEORGE D.SOLOMON CQ U , Southold,NY Telephone: 631 765-193 S Fag: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Neville, Town Clerk From: Planning Department Date: March 17, 2005 Re: Check (s)Q� Enclosed herewith is/are the check(s) listed below. Please return a receipt to us. Thank you. Project Name Project Type SCTM # Amount Check # Breezy Sound Standard Sub. 45-1-2.1 $306.25 5769 enc(s). f : 1. ALL WATER AND SEUIgR LOCATIONS BASED UFt�N Sll//NG T/ES FROM DES/GNATED B[I/LD/NG CORNERS AS INDICATED. ALL —�� W/11�4�s TIES AND AS--MX T WATER AND SEUER 1-NE LOCATIONS TAKEN BY NA7'LOR ENG/NEERIA6, P.G. (NEPC)PERSONNEL, � N BACKCsROUND DATAt, SUCH AS BU/LDIA*LOCATIO+'VS, CURS DRAINAGE, ETC BASED +V UF� DATA F i'OY/DED 8>'BARI�Tr _. 5j•96' 430VACCI t VAN U446ELE AND NEFC HAS RELIED ON THE ACCURACY OF SAID /NFOR'"!AT/ON AS A BASS FOR TN/S WOW- L.00ATIOVS OF SUCM STRUGTUlFES CONE/R"'/ED ONL Y WHERE INDICATED BY DIMENSIONS /N GREEN TEXT. �--� N 34'34'32"' E �5 3•44 3" E N 23'16'20" E 52.90' N 28'02'10. E N 22'38'26" E N 2235'49" E N 2425'20" E N 29'15'5 ?. ENGINEER WAS PI =_SENT RILL- TIME OURIAKs INSTALLATION OF•FORCE MAIN INVERTS UGERE NOT RECORDED. HOIIEVER _�_ 11.65' 54.04' ' �= C, RNt1-/WEER US/N*A IHANO LEVEL, O/D CONFIMI CONS/STENT UPHILL PITCH FROM VALVE 0HA1*0ER TO P/PE SLEEVE ENTRY 5p-22' 53.26' 57.85' 20.68' AT JACKED PIPE Gr45/NG. �- 3 MANHOLE INVERTS A4ND SLOPES PROV/DED BY INSTALL/Ms CONTRACTOR _ `� --.-- , APPROXMATE WATER UM� ...,. 4. PIPE FOOUCvES AME MEASUREO FROM 1 0 OF MH TO d OF M!•l. 5. ASTER/SKED DATA TAKEN FROM CONSTRlJGT10V MANAGER'S "RED LINE"DRAWINGS 20 4 6 � 18 O �6 22 20 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3 28 O �� 32 0 4 APPROVAL' OF CONStTRilCTED WORKS � � o Daf@ 3 1 H.S. 4 .S.Rif.N®.�'�G—02..-oo l5 �— 2 The sewage disposal an(b Water,uooli/`jc;Yie's � � at this location have been I in o,;;tea ram,dfor COASTAL EROSION HAZARD UNE ZZ _ certified by this pepartmQent or O h er ag D11c;es AS SHOWN LLV COASTAL £ROS/OiV HAZ and found to be A SOU Satisfactary, REA MAP, TOWN OF W o sH££r 12 of+9 � �y fla Walter J. 1111000 �i o �-- - Office of Wastewateir Management (AS SLY APP 26 �3 'AMM Ala is 0* PRLPOSED 4 x 72 7/MB£IP WALK ® Il \\ ® \ _ O �� AND ACCESS STAIRWAY •CGNTRAGTOIF WTALUdMtS *IV �h ��-7 0 (SEE PERMIT A7HE AT/O�N me,a re D rAMCE \ 3 PREPARED BY 7HE LAND USE CO.) lLgLd G TE ro ad PIMAGE Q 44 AS E EO FROM '�• +® V Na i \ SURVEY Y DA DA 7 E rtlL Y 14, 200 GtlWi4 MNrAB' ,� ry ���4`��'trr COy� I Y�!S'G,®187 9 2 -42 110 .: I=As•(rA'= 710VAWA 8-10 ~ 8-205 Y � � � � r�' Q®V1E1�'120, 2 P11115" C" 8-202 v,aL03am ILDING �10'lfPf OVtli2 R� '�•J 4-A 4 ITS f JNp U-207 FF / „�q '�' �, �, ^�av Ewa a-10,3 G10WNECraonL 4' BA O u p. B-2oa `� 'fib", c�gQ�4 e2,,l DR /•®4MIFE74 /E• �� �7B-206 �3• IVa!4 p•� i \ / . ,. B_ r L dFV Nor.3 .... _ � i CLEARING UM/ / O RD `38 RD-1 D 0 ID n- / 13--10 AND 1 \ �- ----FD 6 K J -q -= .. B-toe '�- ..- Q I INalVa B-J e. 4 NO Revision Issue Date �" r-°t-,{. ' :t�� .• ,r0 F F cKr�gP p5jp � 6 \ .0. Mo Sa; '. �;Yam; 5 X 5'PaD (AA/V NO. .0. Aft 4 - N / ►� Y f '--tic _ 8-2 �j 03 3 F 1 / ^{ � /•flAb 11�a{.sue-�r. �y/�-/�/p'(�(�, J•�:.::�. ..--.��.�•- 42 ®'��C C O� .. ....... .. ... • ;_ 'F' '118 •'4 �'- .: 52 D-� s ,h Engineer Name and Address .. .. ......... I t _ �. h�:,"� , ,.,.,:; ,. .._-- •� Q � O F c, roI 1'H/G/SR7NE P PUMP STAMV 4 T.QS EL. IQ75 20I � 6 :�Asr 2 LZ JY.L+1 I Zo6/ ,4,t-LO1R ENGINEERING P.C. �y 5-H/GH SMNE RETAINING WALL >:�;iti:-r. !A`.,. :�-.-•a4:.?" '-- ' ' I ........ .... OV L! j� / :. 3 Loin Pond Road I G R _ 9 . � \ ?�� _�`t.�.....>�...r,. :" !�<.c' •®ODR 4Y• X � � '.'. LF O 5�5JX ' t� Lake Panamoka, New York 11961-1828 f C D- .. .. ....... .. ®' • a"r ......... 1 'PLC - -.: . ? ® y I 40'SOW Ald 9 of 9� !0 w<a P 1 SB :.• B` Mill/ MlA(=2 I D • '10� Q ?o `�`+ 4tp\ , *VMa 9 � 9-5 o 36 E 4•m ,wc (631)' 929-2859 (Fax)44 No5 O 4S'J�NO ,MAN O am,.Ar.p 108 rtv L:ABT G'- roi Dw p -nfu%a rol�J a ► a= 'ADOMe ray =a6•a�,o naylorenfiloptonIinenet 'MOW W Aim D "A �. ! � �� Q SBl (,,t � 'a`1 Ov>•R AlP4p164GE � ` �4 Owner Name and Address 11T OF WFRAND 9 Q9 ,- • li Zs ,0 a a\?o 3 v Q i �O �1 GI-IFFSID REE E ASSOCIATES / BZY SOUND �r HIGH ST�wE R�r MU A.22- i f " ,, -6 a __.`' • �� 45 East Main Street, 2nd Floor \ J ' ff� 1B'PLC 77X ,.,• \?os o 701o,, \'x Riverhead, New York 11901 QOO -l!•BL�A® / 2p1 i._ Is- OI 44 J 'It6VNa.p �\ 0• -`_ 3 a$•N/(H STONER 99\ A� _r,: AV. 0\?o q. ��p ' 42 �` 4a r o o Ken 'Teda lit i, Managing Partner .. ?O V Ala 4 e T tv 103 F Aim E- C631)) 653-5588 (Tel.) E--104 20a r „� 4 (631)) 653-6413 (Fax) o,2os 6 BVILDI G >,E» is ° acv D . ............. . 111 `W4nJ 'T� FF 53 29 kk a� / O � L9 a _.. :':$. Og E-21 E10 D-10 /, .� Notices: \�TE7®Eo?' � A-2 """""' ::. GG D C-202 _� 1. This drawing has been prepared in accordance with the ^ry O �' �J E-10's ` provisions of Title VII, Article 145, Sections 7200 - 7209 of .... .. ........ E-2og E_70 44 the New York State Education Law. It is a violation of said _ E-206 -� y p / she is acting under the direct 6Y A / •......-.:-.:.:..-..'.':.'. ... G 4 low for an person, unless he �� d �� L � N D supervision of a licensed professional engineer, to alter any csV a 7�Ah portion of this drawing in any way. If any part of this drawing B LF O&09X s altered, the altering engineer shall affix to the item altered D D VAAM/ O T is'PLC his seal and the notation Altered By' followed by his AOWA(p D 3 G) /WAI a,, 0 signature, the date of alteration and a specific description of the alteration. DAMD ,g \ AS-BUILT SEWER LINE This g prepared for the specific project indicated, and is an instrument of service copyrighted b and AS W�4TER L INE Ata 46 2 he -Is property of, John W. Naylor, Jr., P.E. This drawing h � ' ��•���� � � —� may not be copied or used, in whole or in part, by any party AS-BUILT FORGE MAIN —FM— without the expressed written consent of John W. Naylor, Jr., _ 48 0 P.E. Infringements or any use of this drawing for any other sD D-11 civil low. Possession of any copy of this drawing not containing 6-- 50 � / DRAINAGE FOOL i3 purposes will be prosecuted to the full extent of criminal and AVthis notice or the Engineers seal and signature, in BLUE ink, THOX P-a!S• �• DRAINAGE LINE p_ will be grounds for prosecution. G19lm AS-BUILT,,,SEWER HOUSE CONNECTION $ VALVEMa19 NO. B-r 5 _ AS-BUILT IUATER SERVICE � J qM TEST WRING•- ULA1ia1?1'E'TE1eVA4LT NO. B-r \ ay rE VALYEAIa 14 5 ` APPROXIMATE CLEAR/NC UM/TS 7E AL VE Na of �'-- 5 Q� 15 12' 8 �39�I W S 19 33 � v June / OH °"--1----- 297�94' _ ,✓G—�` / / _._.;;. 2ooa a„ .'.- -w a+ off D � \ John U,Na .E,lor,Jr,f' Lic.No_ 061513 Mo. Day Yr. AUG — 1 2008 y a 1 CH /3 / / _"� SouLi o,d Town Designedi By: Job No. — — —— — — — — J WN 3SL 4-oro FJ liyce:sarr�.r..u.�„Wm -�...,- �.,�.,,mwrcxez,W° Drawn Bty Scale: on �, «...,,.,,,...r�..,... -..._.. __ NORTH ROAD (C. R. 4 8) checked i By:I I Drawing No. (MIDDLE ROAD) JWN 01 of 05 •CONTRACTOR RE TS /NSTALLING 80 L. THERE 12.8'CL TO US D TANCE S UKXILD ATE TO 8.8'C AR D/STANCE- " tEE No. 3 4„0 4W C�T�/B p11C F/� GREA R THAN 8.8' V` a `,CEN7E�rp AV7 3' lUA4 5,0 GV 1Jo. 1\_ "f �" E'ER 2211'BEND 3 La N 3 3 I-Pa HDPE U/ATE ERVICE � � 8-20 \/ O E 2"14,,01E MRE RY/CE \ I 8-10,5 !� 1'-016"U//DE PEN T/ON AEEA B-205 CENTERED 1W "FROM "C" g-1 p2 Q nHA g-202 V (1 „ �10'all OVER Flo z s, 4 co F-� ITS EiG r(aJ/" B-207 �'•`. ` O 43 ul4 R SERY//CEs oa: ' CEN U CONNECT POOL 8-103 A EREO 4' E4rRA Ay �'@ '�O SST C�3LL T/ EPEE s,q BACKWASH L/ g_2O3 '4/,�� � N r TO DR ✓ 8-106 —� ' �t _- B- _- g-20 C-4 1 0 WA MR SER /E• �� Ts 4Np /sH. t-1 O U II GV No. 5 6 / • �I� ..,� � 1 CLEARING L/MlT � � -.-. . ....-:.... . . -. . - ..-._.. . � \�' '► -A 2 A B-20 1 � .31 • , . 90'BENO NO. I ---___ n/ vl B-108 8_2p8 BORING iR� r;z �O L( II NO. B-3 `T 11 v�d 1� 2 LL A \ 45' END NO. 5 -::;r• ..:'••. -!::� 'f5 L 8�5RZGB ;;..:..:... HAD O I M/N.) 45' D NO. . .. .. .. LF 1' HIGH STONE RETAINING WALL .:'r.` I 4 O { .:.,•. „` ..:.;;�., 1 P� v C-1 PUMP STA AON X 2 T.O.S. EL. 40.75 1 � 5' HIGH STONE RETAINING WALL ``'�- ;::.� 'r;''"`ai - EL. 31.81 r, ,r . r •; ,� '<S=' , r `:.�.' 45' E1VD O. I44 L,t: " I kIi kq oil AM 2 � TEE No. 5 M D- . 4.0'CLEARANCE O. z O I a 'h I CORVER �y�-.p. 3? # GVNO. 9 ' 5 a I " ??/ No. ' •9 4 4 � HYD Q :EE No- O 1'-04"FO OVER FM Revision/Issue Date , 45'BEND NO. 2 I S? � � �j �s 4 D w 4 ,\\ FO OVER j ?-04 -0 % B IgR[GM! Q o� s"P�'p •� \ '-1I"[lM OVER SM I 2'- "FO OVER apt R 00WR4CTOR) 45'BEND No. l? 3'-06"SM OVER Engineer Name and Address / S ` 5.5' H/GH STONE RETA/N/Nt�WALL R��jXGl ��� 1 `Y 4!�, I SBA NA"IrLOR ENGINEERING, F.G. / 07• �-p = 2, S o �t ro 87' (yj D 3 Lonig Pond Road /9, / o % 1 /NV- 34 D-8 0 MN D_ Lake 'Panamoka, New fork 11961-1828 No. A9 LIMIT OF WETLAND' /,, I . ��„ 0 °� '0 -70� �'3424 / d' Cro31) 929-286m CTeIJ 2.T HIGH STONE RETA/N G WALL NO. (631) '929-285`3 (Fax) 22- 141 END 2 ? ryi '�o •c�'@� tea , /:, � �, sF na y loreneopton I inenet 'BEND 1 Z 0�20 / �sF t., `J < ' O`70.1 / o s 6Ae 20 .. � _/ . No o may/ �'� 4 � ! 42 � ? f��_4 CO ` E Owner Niame and Address 9 EE No. tf 2 ' D 3\ 0.5' H/GN STONE RETA/IVIN LL• .'. � � -P2 O 'No. 48\ _ 2 D ,4 CLIFFSIPE ASSOCIATES / BREEZY SOUND o 45 East Main Street, 2nd Floor C\I _ 72 E_1 03 E-203 Riverhead, New York 11901 10S E3 U I L E--2c Ken Teda Idi, Managing Partner •BENo NO , -4 6, D I G » sEll °' (V/ 12 UN TS si (631) 653-5588 CTeIJ a O�10g l= �oEs, FF 53 W4 (631) 653-6413 (Fax) „ 20 E-101 c TE E f�ER 29 c h' �O 4/ 0 SOR/a Ply F/ END NO. 13 3u^ 6 / . . . . . .. o �q D� U//CAST/Rqv TH SERV/CE . . . . . . . . . .. F � E-20 j 02 O)' \ '-e6 •� COVER D E-20 "E" � -- ' -• � Notices: 1. This drawing has been E_� g prepared in accordance with the 6 f .'. ..� . . . . _ /1 G V 3 of provisions York State le IEducat Edicle ucation45,Low. It is as 7200 violation 7of said !'� O • - law for any person, unless he / she is acting under the direct GY .2 TEE No. ��! X supervision of a licensed professional engineer, to alter any Hr4.Wq*4/NT No- 1 portion of this drawing in an way. If an part of this drawing ,? Z P 9 Y Y• Y Pa 9 D is altered, the altering engineer shall affix to the item altered / BA MA//�/ Q V No. 1 /NV- 43- 7 his seal and the notation "Altered By" followed by his �U.4 NOT r 1 signature, the date of alteration and a specific description of RYED BY /NEEH/S AAA (p Ep D A j �� MH No 4 " the alteration. T/qv R LOCAr/ov T LINEJ is, p END /Nra,qNp / '4BLIS�lE 2. This drawing has been prepared for the specific project RECOR^j�r indicaited, and is on instrument of service copyrighted by, and O A— the stole property of, John W. Naylor, Jr., P.E. This drawing „ '^ may mot be copied or used, in whole or in part, by any party / 0-01 S/`1 OVER R'? i withowt the expressed written consent of John W. Naylor, Jr., A) P.E. Infringements or any use of this drawing for any other purpoises will be prosecuted to the full extent of criminal and Civil law. Possession of any copy of this drawing not containing this notice or the Engineers seal and signature, in BLUE ink, will be grounds for prosecution. �s 48 s �a 50OR _ T BOX CLOSUI� June (OH ts.4 VAL VE No. 13 NO. B-1 2008 OH� TEST BORING WAtER METER VAUL T NO. B-1 3 ON ATE VAL VE No. 14 GAT NO. 15 John tU.INeylor,Jr, 1 No. 061513 Mo. Day Yr. / ON _� O C E AL VE _.- OH OH '— Designed By: Job No. / - 52- .-� ALN 304-Oro oy OH----�-_ o►�— c H 2 9 7N 9 4' � � py OH OH OH OH .. .-.....,, „,,r,,an, Drawn By/: Scale: I _ —00 I / `'` d � Hr „ � s ` Checked By: Drawing No. 'V ----7iX ----------------- ------ /tx � w w w ___.___._-------------- w w_ JWN 02 Of 0ON • I I _ _ TEE No. 3 / (I A A S Vt R IN Lf- AS DETERMINED FROM GRAPHIC SUR VFY DA TE JUL Y 14, 200 !� 'J B4OR/8,oy� 1�► =A.sr 7X/el ASRV10E V No. 6 3 [U4LL; 5'TER GV No. 7 Geary irs" , 2213-BEND 3 B- v a 105 �/0'am OVER FO II II I� 6 G » „ B-ior III U X F ITS B-207 O c� q 43 [uq RSE NO �� `• 4'- "W/O KCE 4' 0 S, FIL4 „ C RED ¢4� 4 �O 1� �8T CG3VS CTar/NE/N B-106 C-4 \ 1�,0 WJATER SE /E_ �� �Nrs gNO3E/SNE�J ' f3-2o6 , O� � � � � z LH ??5'BEND No. 14 I �N,N�, RD-1 D RD— LH O S32 40 -- --FD--- -___ .- �,, 40 -A --1 ENDNO. / a2 � . —FD- ------F K— LU 108 I -D - B- o l �6 --FD B-208 C\70 F I I BORING - —... C�20 2 C\704 \ NO. B-3 r 2 O 4 a II 3,arF,pBEND o. 14 n� D 491 �i�aw��y F3pF o h'LER 25RZGB p .5'X 8.5'PAD (MI, < 1 45' No. W s, 70- 93 Fi ILO .. ....... .. .... I .. .. .... .. .. ..... � I � � . . 2 .... .. 03 C rF�s'�Rj�®tip C pp _H— . . .. .. '` j D--2 sF `/ co ft4o —A C, C-1 PUMP STATION x I O O F r1%07 C 706 � T.O.S EL. 40.75 � I O EL. X.81 x I . .. . . . . . . . . . . . . . . .. . . . . I o . .. . . . .. . . . . . . 0 R LF ® 5.539 ..... . . .. . ... �R/8 s? O -- -- -- r � ,� � � ,, .-. ....... -•-- --- - 1 " PVC . ... .. . ... .... .. .. . .. MN No ? I D � ,� ► D-5 36 O 1-04 FD OVER R`1 I LF 8" O C 4"0 sDR B PVC F/RE SERV/ 2 2'-04"FM VER UM ®80 7 UJ/CABT RON TNR/WALL, V CO NY-00"FO OVER � � I 4s=B D No.1! '/a �063 � 08 CENTS D I?'-00"FiFbM "N" I 2'- "FO OVER UM �.s 1'-/I"[GM OVER 8M Q I " I CON7RACTORI Q 6 4✓'BEND No. 12 3-06 8M OVER /N.4GE 2 N SB1 (,� "8/r/OVER DRAINAGE= /Nv.33 IQ. 22 D No. 4 /NV 3¢ e.�� D— D 0 D T No. ?E �� No. Revision/Issue Date No 3 O9- 1$ \� y 40 ��70 1!34?4 O / �D ^O JG Engineer Name and Address '04 49 N0. -6 18" PVc N,4�t'LOi� 1�1CINEiRINC , I�_C. .p` C / x 3 Lonlg Pond Road b /T s ho cE 0 � v / GVNc ,a Lake lFanamoka, New fork IM61-1828 �'I�q 60 4 ♦ 4 \ TE 7 �1 rORdNJ o.3 03a/�¢ry /�� O ��2p qH� q ,� 1 E 40 (631) �92g-2859 (Fax) U VIM 12 ��. 2 / � E_103 A 0 nayloreneoptonIinenet 2 E- F FF S�/T a ,- % 203 E-104 T 42 O ? , B 0 Cis ►,; 1F No.d y '7 U 1 L�I G E-204„ B Owner Ncime and Address ,20s -46 E» s °h 12 V GV /3 �� CLIFFSIDE ASSOCIATES / BREEZY SOUND e71/" N TS si =+ 45 East Main Street, 2nd Floor a0 70 /: RVicEs, FF 5 3 �,�, a . . 3,S \`'06 E-101 E�mari�� I. ie 29 /= oEKCEs D-10 Riverhead, New fork 11901 • E E-201 E-10Id 1-�f6"DR? VER D E-202 " _4 `-- Ken T"edaldi, Managing Partner . . �. . .•.-� .'.. ...- .,, i E-205 E-10 - � 1631) 653-5588 (Tel.) . . .. . E-206 (631) 653-6413 (Fax) by C 2 64 LF ® 8.09% /NV. 43 7 r 18" PVC -JO MN No O Notices: ¢ 1. This drawing has been prepared in accordance with the provisions of Title VII, Article 145, Sections 7200 - 7209 of No. � the Now York State Education Low. It is a violation of said ®'-0/"$1`1 OVER J9`i' i Q 4"j law for any person, unless he / she is acting under the direct supervision of a licensed professional engineer, to alter any portion of this drawing in any way. If any part of this drawing is altered, the altering engineer shall affix to the item altered his seal and the notation "Altered By" followed by his +n�n� signature, the date of alteration and a specific description of the alteration. 50 `YiC�- 2. This drawing has been prepared for the specific project v �O indicated, and is an instrument of service copyrighted by, and the sole property of, John W. Naylor, Jr., P.E. This drawing D-1 may not be copied or used, in whole or in part, by any party without the expressed written consent of John W. Naylor, Jr., P.E. (Infringements or any use of this drawing for any other purposes will be prosecuted to the full extent of criminal and �--- civil law. Possession of any copy of this drawing not containing this notice or the Engineers seal and signature, in BLUE ink, will be grounds for prosecution. N(0. B-1 50 TESIr BORING 52 _ ,. CLEARING LIM17S _ 52 S 19'33 W 58 12' '39 ® [ y June � 2008 2 9 7 9 4 ' AUG� ----------- -�5 2�._ 2008 I - 1 3 H 0A OH OH OH _ / John W.Nag ,Jr,PE. Lic.No. m6�ts Mo. Day Yr. OH OH OH OH OH OH ` S®lif�PO{ll TOW __._�_........__..__ OH OH OH / Ohl OH n Rafd �Jr t, t - _.. ram, rw - hO W ,.. ___, .__.-�__.._.�__.-._W.._ ._._ yy _.. Designed By: Job No. JWN 304-Oro Drawn By: Scale: \ JCN 1 , = 20' -/T0" 1 g fU SG/ Checked By: Drawing No. ( S S OH OH OH OH OH OH OH--� _ 1 O � z ° LLI z LL- O w ,n W O u1 w Z m t- O Q? cv O z d)m � 4 q to Z ,� Z Q Z Q (� I: It `� f— m N ik f- 4 w t i --1 ---1 um O m Q 0 U O Q u- } } U._l O } ? 0 _ U — V/ v z c� 0 — ELEV. ELEV. +� ° fL O Q 54.00 1 1 1 54.00 IL LL00 O 52.0 I _ w„ 52.00 50.00 ( 50.00 12" 0 STEEL SLEEVE 40.00 46-00 I 46-00 € 46.00 No. Revision/Issue Date 9 0 6iOR 3.5 S.EU E/2 Enlgineer Name and Address /NV. FL,EV. 43..5b44.00N,4LOR ENGINEERING, F.C. NOON 3 Long Pond Road Lake Panamoka, New fork 11961-1828 I f _ ; _ - (&31) 929-2860 (Tel.) 42,00 42,00 (&31) g29-2859 (Fax) nai y loren eopton l ine net 1 i 40.00 Owner Name and Address 40.00 CLIFF-SIDE ASSOCIATES / PSEEZY SOUND 45 East Main Street, 2nd Floor Riverhead, New fork 11901 38.00 _ 30.00 Ken Teda Id i, Managing Partner LEGEND: (631) 653-5588 (Tel.) GRADE (631) 653-6413 (Fax) � 36.00 WATER MAIN 36.00 I Notices: GRAVITY SEWER MAIN 1. This drawing has been prepared in accordance with the provisions of Title VII, Article 145. Sections 7200 — 7209 of A C�,I M the New York State Education Law. It is a violation of said 2'-04" )� / OVER 6 / law for any person, unless he / she is acting under the direct WASTEWATERFORCE MAIN supervision of a licensed professional engineer, to alter any portion of this drawing in any way. If any part of this drawing 34.00 34.00 is altered, the altering engineer shall affix to the item altered his seal and the notation Altered By" followed by his signature, the date of alteration and a specific description of the alteration. 2. This drawing has been prepared for the specific project indicated, and is on instrument of service copyrighted by, and t the sole property of, John W. Naylor, Jr., P.E. This drawing V�j 8" �tSDR /S SEIUER + may not be copied or used, in whole or in part, by any party 320/�0 /NY ELEV 32.37 � 00 without the expressed written consent of John W. Naylor, Jr., -u/0 32.00 P.E. Infringements or any use of this drawing for any other purposes will be prosecuted to the full extent of criminal and civil law. Possession of any copy of this drawing not containing } 000 0+50 1+00 1+ this notice or the Engineers seal and signature, in BLUE ink, STATION 50 2+00 2+50 3+00 will be grounds for prosecution. June 2008 3 John W.Naylor,Jr,PE. LIc-No. 061513 Mo. Day Yr. Designed By: Job No. J WN 304-0ra Drawn By: Scale: JCN 1 ' = 20' —/710" Checked By: Drawing No. JWN 04 i Soo -uf, , lawn i fl8l fl liii-G:-R?u � IC A -5WL T L OC,4 TION L�)A TA - SEUUIER MAINS A -OU/L T L OC,4 TION L)A TA - 140 CL EANOUT L 00A TONS AS-BU/L T LOCATION DATA - WATER MAINS AS-BU/L T LOCATION DATA - WATER MAINS BLUING TIES FROM/TEM TO BU/LD/NG CORNERS SUING TIES FROM ITEM TO BU/LD/NG CORNERS FROM SWIM-' T/ES FROM ITEM TO BUILDING CORNERS FROM SUING TIES FROM ITEM TO BUILD/AG CORNERS '�((�jLH x O ITEM Bl!lLD/NG UES/GdVATION CORVER DES/GNAT/ON D/STANCE FROM - TO BUILDING /D UNIT NO. DISTANCE FROM CORNER 1 DISTANCE OFF UTALL /TEM BUILD/NG DES/GNAT/ON CORNER DESIGNATION -DISTANCE FRCrl TO /TEM BUILDING DES/GNAT/0'1/ CORVER DESIGNATION DISTANCE FROM- TO CLEANOUT NO. 1 BUILDING 'Ell COINER IV" /003' 106 A 36.0 631 HYDRANT No. 1 Bll/LD/NG A CORNER A 735 45'BEND No. B BUILDING "A" CORNER "B" 7485' DU/LIONNG "O" CORNER "F" /03T 13U/1_D/M6 "A" 206* 'A" - 37.1' 65" BUILDING 'O" CORVER W,, 60.0' CLUBHOUSE CORVER "C', 585' � � � z CLEANOUT NO. 2 BU/L©ING 'E" CORVER "D" 22-0' 105* "A" - 38J' 68" GATE VALVE No. 1 BUI1_0/I1rs "A" CORVER 'A EBB' TEE No. 6 BU/LO/NG 'D" CORNER 'B" 229 �II BU/LD/NG 'V" CORVER "F" 35B' 205* ';4" - 39- 67" BUILDING 'V" CORVER "A" 625' BU/LOIIN6 'V" CORVER "C" 292' '* CLEANCUr NO. 3 BU/LD/NG 'E" CORNER "A" 363, 104• "A" - 40,0' 60" TEE No. I BUILDING 'A" CORNER "A" 605' WATER SERVICES (13> BUILD/NG "D" CORNER "B" 10B' z BUILDING D CORNER D 36.7 204 ,A 42.0 69 BUILD/NG D„ CORNER 'A b85 BUILDING D 1l�ST BUILD/NG D CORNER G 25B PUMP STATION BUIL©/NG ,B„ , CORNER F„ 74.7 203+ A„ - 75.9 65„ TEE No. 2 BUILDING ,A CORVER ,A„ 513 45'BEND No. 9 BUILDING ,D„ CORVER F, 933 BU/LLDlMs 'E`' CORNER 'A 1010' 103; ;4';- 76.9' 66" BUILDING /V„ CORNER '4" 60.7' BUILDING "D" CORNER 'G" 110' MANHOLE NO. 2 BUILDING D CORNER D 75.9 202 A - 779 67 GATE VAL VE No 2 BUILD/IVG A CORNER A 533, 45'BEND No. /0 VAL VE/S LOCATED /.9'SOUTH OF CORVER G 0'V BUILD/Ms 'V" LH O C BU11-01NG 'E" CORNER 'A" 77.7' 102* A" - 791' 67" BUILDING `D" CORVER "A" 62B' AP91e0X/MA7EL Y 11'CFF OF B5WL/0/N4 WALL � O MANHOLE NO. 2A CLUBHOUSE CORVER "C" 543' 201• Wt - 800' 6,011 GATE VAL VE No 3 BU/ OA6 "A" CORNER ':4" 50.91 GATE VAL VE No /0 VAL VE/6 LOCATED I9'SOUTH OF CORVER Cx 0V BUILDING,- 'V" Bt!lLOING V11 CORNER 1B I, _502 /0/ "A" - BOB' 68" BU/LD/NG 'V" CORVER 'A" 6/0' APPROX/MATELY2,0 0r F OF BUUL/D/NG WALL Aj MANHOLE NO. 245 BU11-01Nri "A" CORVER ':A" 36.7' l0B* 'F" - 195' 59" GATE VALVE No. 4 BUILD/lairs '!A" CORVER "A" 495' 45'BEND No. II BU/LD/NG 'E" CORNER 'A" 21.17' \ BUILDING "D" CORNER :A" 212' BUILDING "B" 206• 'F" - 213' 60" BU/LDINCs 'V" CORNER „A" 58.7' BUILDING 'V" COWER IV it 32.17' MANHOLE NO. 2C BU/LIC/NG A CORNER A /6.0 /07 F - 2Z.6 601145'BEND No. I BUILDING A CORNER A 49t 7 U/ATER SERVICES (7) BUILD/Ms E CORNER 1A 19.01 BUILIO/NG 'V" CORNER `:A" 4a4' 207* 'F" - 23.6' 60" BUILDING "A" CORVER `B" 162' BUILDING 'E"aEST ,BUILDING 'D" CORNER „O„ 37B' O O II MANHOLE NO 2D BUlLLD/NG ':4" CORNER ;E'I l73' 106• „%'„- 142' „ „60" U/ATER SERVICES l7> THIS ARL�A !!/AS BACKF/LLED BEFORE 45'BEND No. IZ BUILDING 'E" CORNER "A" 27,8 Q� CLUBHOUSE CORNER A 433 4 - 13.7 K 55.01BUILDING A (EAST) MEASUREMENTS COULD BE MADE BUILD/NG 'V" CORNER "D" MANHOLE NO. 2E BU/LLD/NG "A" CORNER 'Y.s" 22.0' 206+ "/" - 77, 60" 45'BENO No. 2 92'OFF AND PSR-END/CULAR TO FOUNDATION WALL GATE VAL VE No /0 BU/LD/NG 'E" CORVER ':A" BU/LIIP'1A* "A„ CORVER 'K" IaT "H" - 152' 'K„ - 5.4' AT A FOINT 6.2'EAST OF BUX01A "s 'W,' "CORNER C" BU/LD/NG 'E" CORNER 'E" l74' O UL MANHOLE NO.3 BUXONIVG 'V" CORNER no" 33.0' 105• "/" - 26.8' 60" 45'BEND No. 3 73'OFF AND PERPENDICULAR TO FOUNDATION WALL 45'BEND No /3 BU/LD/NG "A" CORNER 'AU 310' BU/L!D/!VG 'E" CORNER 'A" 45.7' "H" -25.6' 'K" - 43.7' AT A POINT 15'NORTH OF Bll1LD/NG ':A'; "COWER C" BU/LD/NG "A" CORVER "B" 272' fL MANHOLE NO. 4 BUll-OING 'V" CORNER 'E" 314' 205* "l" - 284' 60" WA MR SERVICES (6J 73'OFF,MID PERPENDICULAR TO FOUNOAT/ON WALL 22t�'BEND No.3 BU/LD/NG 'B" CORNER 'YD" 41.4' BU/LID/NG 'E" CORNER 'V,, 410' "I-I" - 26.9' 'K" - 425' BUILD/NG A (WEST) AT A POINT/5'NORTH OF BUILDING 'W- "CORNER C" BUILDING „B" CORNER 'E" 3Z1" MANHOLE NO. 4A BUILDING ,'O" CORNER W, 30.4' 204* "P -444' „ „61" 45'BEND No. 4 BUILDING ';4" CORVER V, 29.0' WATER SERVICES (9) BUILOIA46 "C" CORNER to It 23 9' all1401A* D CORNER E 90.9 H 41.0 K 277 BUILD/NG A CORNER 'Ell BUILDING C UIEST BUILDING C CORNER A 375 MANHOLE NO. 443 BU11-101 ro 'E" CORNER "A" /15.7' 104• "l" - 455' 6/" 45'BEND No. 5 BUILDING "A" CORVER 'V" 480' 22I1'BEND No. 4 BUILDING "C CORNER "B" 235' auXL O/Ms ';E" CORNER "C', Ilb' "4" - 42B' 'K" - 26.6' BUILD/A* "A" CORNER 'E" 38.3' BUILDIA i "C" cR 'B' l'60, 203* "/" - 55.01 61" GATE VAL VE No. 5 CLUBHOUSE CORNER "A" /99' 45'BEND No. 14 BU/LO/NG "C" CORNER "C" 176' '4" - 54.6' • 'K" - l55 * ' CLUBHOUSE CORNER "B" 263' BU/LOIA6 "C" CORVER 'V a 23.4' 14C U/YE 6T4 T/ON/NO IN FRONT OF OWL 17/NO 0 103+ "/" - 574' 61" WATER SERVICES (9) BUILD/NG "B" CORNER "A" 510, 45'BEND No. 15 BU/LD/NG "A" CORNER 'A" 312' FROM MF,I No. 2 TO 2r4 "4" - 55.01 * 'K" - 142' BU/LD/NG B (LEST) BUILDING 'B5 CORNER 'B" 3B2 BUILD/AG "A" CORNER 'B" 13.4' 202• 'K" - 4.0' 59" 45'BEND No. 6 BUILDING "B" CORNER "B" 233' GATE VAL 1,E No. 13 VAL VE/S LOCATED V'SOUTH OF CORNER "H"ON BUILDING "C" CUYE /f-IC ll/YE /NC /02• 'K" - 55' 60" BU//_DING "B" CORNER "C" 19.91 APPROX/MATEL Y 6,2'CFF OF BUILOIArx WALL 10/• 'K" - 72' 61" WA MR SERVICES (8) BUILDING 19" CORVER IV,, 29.7' WATER SERVICES(8) SERVC/ES ARE LOCATED 95'SOUTH OF CORNERCs" "ON BUILDING "C" /25_I / 1293 /01+ 'K" - &4' 62" BUILDING,5 (EAST) BUILD/NG NON CORNER 'E" 26.7 BU/LD/NG "C"EAST APPROX/MATEL Y 10.6'OFF OF BU/LD/NG WALL 04.1/83:3 1266.7 / 3 0ra-.7 84�8 I28.2 / 13232.3 /0e, "G" - 21_1, 60" TEE No. 3 BUILDING "B" CORVER 'V" 313' 22�'BEND No. 5 BUILOIIN i_ "C" CORVER 'Ys" 13.7' / 06.4f07r3 129.7 / 133.4 2 �Q Bl!/LD/NG „C„ 208* 'ins„ - 225' 60" B[!/LD/NG "B" CORNER "E" 273 BUILDING "C" CORNER 'E" 8.9' l07• "G" -23.5' 60" GATE VALVE No. 6 BUILD/NG CORVER "D" 305' 45'BEND No. l7 BUILOIMs 'E" CORNER F" /0.7' No. Revision/Issue Date 1.03.E / A04.5 133.0 / 134.0 207' "G" - 247' 60" BUILDING "B" CORVER "E" 22.6' BU/LD/NG "E" CORNER "B" 25 7' 105.4 / 1e6.3 134.6 / 135.6 /06* 111" - 4.0' 60" GATE VAL VE No. 7 BUILD/NG 'B" CORNER 'V" 363, 45'BEND No. iB BUXO/W_i 'E'" CORNER 'F" 31.0' 116.9 / 97.a3 136.1 / 1370 206* "/" - 7.0' 60" BUILDING "B" CORNER 'E" 289' BUXO/NG 'E" CORNER "B" 14.0' Engineer Nome and Address //O 7/ /096 I37.6 / 13433 /05r "I" - 26.7' 7-4 TEE No. 4 BU/1_01Ak:s' ':4" CORNER "A" 381' GATE VALVE No 11 BUILD/Mz 'E" CORVER 'F" 205• "/" - 27.9' 75" BU/LD/Mro 'B" CORVER '4" 485' BUILDING 'E" CORNER "B" 23.6' NA T'LOI' ENGINEERING, F.C. 204* "/" - 495' /l5" GATE VAL VE No. B BUILDING "A" CORVER "A" 36.9' TEE No. 7 BUILD/NG 'E" CORNER 'F" 24.4' 3 Long Pond Road 104* "l" - 50.5' Jl0" BUILDING "B" CORVER 'W 50B (FIRE LINE) BU/LD/NG "E" CORNER "B" 14.9' Lake Ponamoka, New York 11961-1828 KC UJYE :START/ON/NCs /N FRONT OF OU/Ll7INS C 203• "I" - 645' 56" 22i'BEND No. J BUILDING "A" CORNER "A" 2-40' TEE No 8 BUILD/NG "E" CORNER `F" 4/0' FROM M14 2 TO 25 103• "/" - 6616' 56" BUILDING 19- CORNER "A" 387' BU/LD/Ms 'E" CORNER `B" 20.6' (631) 929-2860 (Tel.) 202* 'K" - 4.0' 59" 221112'BEND No. 2 /0.0'NORTHWEST ALONG lUATER LINE FROM 45'BEND No. 7 GATE VALVE No. 12 BU/LD/NG 'E" CORNER 'F" 42.0' (631) 929-2859 (Fax) uJYE /NC UUYE /NC 102* 'K" - 55' 60" RUNNING OMNSTREAM AWAY FROM STREET SERVICE BUILD/NG 'E" CORNER 'B" 2"' ?01 K 72 6/ 45'BEND No. 3 2aO NORr;,VEST ALONG WATER LINE FROM 45'BEND No. 7 HYDRANT No 3 BUILD/wo E CORNER F 42.91nayloretn�optonlinenet 134.0 / 1314.8 10I.9 / 183.2 " " �� 'Ell " " 136.7 / 13'7.5 164.5 / 166.1 10/1 'K" - 8.4' 62" RUNNING 00M5TREAM AWAY FROM STREET SERVICE BU/LD/NG 'E" CORNER 'E3" 3/3' 139.2 / 140.5 203-Cs /NR* 106' "E" - 6B' 62" 45'BEND No J4 355'NORTHWEST ALONG WATER LINE FROM 45'BEND No. 7 WATER SERVICES (6> BUILD/NG "E" CORNER 'F" 27.7' ED r, „ 'Ell , „ , „ 'Ell 141.7 / 143.�.1 21d5.5* /NR* BUILDING 206+ - 8.I 62 RUNNING DO(LNSTRfAM AUJAY FROM STi�ET SERVICE BCJ/LD/NG E EAST BU/LD/MG E CORNER 8 Owner Namie and Address/73 272' 63" TEE No. 5 BUILDING ';4" CORNER "B" 65.9' 45'BEND No. 19 BULD/Ms "E" CORNER IP, 433' CLIFF61PE ASSOCIATES / BREEZY SOUND 144-2 / 14.5.7 200-0* /NR 205* 'E" - 290' 64" CLUBHOUSE CORVER "C" 554 BU141PA* 'E" CORNER "B" 305' 45 East Main Street 2nd Floor 146.0 / 14�02 2I10* /NR* 104* 'E" - 4B5' 64" HYDRANT NO. 2 BUILDING 'A" CORNER "B" 64.3' ME MR P/T BUILDING "A" CORNER 15/112/0' 149.4 / I5,O7 213.5, /NR* Riverhead, New York 11901 104* 'E" - 503, 64" CLUBHOUSE CORNER "C" 55.4 CORNER "A" BUILDING 'V" CORNER ':4" 1498' 152.0 / I53.4 2/5.5* f N5 203• E 65.61 6211 GATE VAL VE No. 9 BUILD/NG A CORNER 15 1, 65.11 GATE VAL VE No. 13 METER PIT CORVER 1:4" 63, Ken Telda ld i, Managing Partner 103* `E" - 673' 64" CLUBHOUSE CORNER "C" 535 METER P/T CORNER "B" 70' 202* "E" - 753' 63" 45'BEND No. 7 BUILDING W, CORNER 'B" 6", GATE VALVE No. 14 METER PIT CORNER "B" 5,4� (631) (a53-5588 CTeL) NC U/YE :$T,4 T/ON/NCB /N FRONT OF BU/L,D/Nla ,4 102* "E" - 79-0' 66" CLUBHOUSE CORVER "C" 56.0' METER PIT CORVER "C" h21 (631) 653-6413 (Fax) FROM MN 2C TO 2D 201, 'E" - 69.0' 65" WATER SERVICES (2) aUILD/M R '4" CORVER 'B" 723' GATE VAL VE No. 15 METER P/T CORNER "C" 5.4' CL UBNOU$E /0% 'E" - 905' 661, CL UBHOUSE CL UBHalSE CORNER "C" 56B' METER P/T CORNER 'V" 6.2' IUYE /NC /06* "c" - 65' 66" Notices: " " " " " 1. This drawing has been prepared in accordance with the BU LD NG E 206* G - B. 6 provisions of Title VII, Article 145, Sections 7200 - 7209 of 33.7 /35.,0 723 / 75.3 56.41571 I05• "C" - 26.9' 67" the New York State Education Law. It is a violation of said 35 3 /36�3 73.8 / 6. law for any person, unless he / she is acting under the direct 205* "G" - 276' 69" supervision of a licensed professional engineer, to alter any 36.9 /371.4 75 2 / 7 -5 10¢+ "C" 50!' 63n portion of this drawing in any way. If any part of this drawing _ is altered, the altering engineer shall affix to the item altered 3,9.4 /303 9 76.3 / 78.8 204 "C" - 51B' 6Z" his seal and the notation "Altered By" followed by his signature:, the date of alteration and a specific description of 39.9 / AV.7 70.:0 / 79.5 the alteration. 41.4 / 42.11 79.3 /00..3 203• "C" - 655' 64" ALL WATER AND SEaER LOCATIONS BASED UPON SW//JG T/ES FROM DESIGNATED BU/1-0IJ6 CORNERS AS IND/CArED. 7_. This drawing has been prepared for the specific project 103• "C" - 66B' 63" ALL SWING T/ES AND AS-BU/L T WATER AND SEU/ER LINE LOCATIONS TAKEN BY NAYLOR ENG/NEERAO, P.C. (NE)ct-V PERSONNEI_ indicated„ and is on instrument of service copyrighted by, and 202 "G" - 87.7' 61" the sole property of, John W. Naylor, Jr., P.E. This drawing + BACKGROUND DATA, SUCH AS BUILDING LOCATIONS, CURBS, ORAlNMAGE, ETC. BASED UPON DATA PROVIDED BY may not be copied or used, in whole or in part, by any party „ „ - , „ without the expressed written consent of John W. Naylor, Jr., 102* G 90.0 61 BARREr, 60VACCI AND VAN WHEELE AND NEPC MAKES NO REPRESENTATION AS TO THE ACCURACY OF SAID MOR`1ATNON P.E. Infringements or any use of this drawing for any other purposes will be prosecuted to the full extent of criminal and 201* "G" - /08.7' 60" civil law. Possession of any copy of this drawing not containing 4C WrE :$TA41'/ON/NG /N FRONT OF E3U/1-D/NO L7 1M9 6,011 this notice or the Engineers seal and signature, in BLUE ink, FROM MN 4 TO 4.4 + NA "D" - 458" ?B" + will be grounds for prosecution. OFFICE UUYE /NC UUYE /NC • UNIT Nos. AND ASTER/SKED 01MENSION6 SUPPL/ED BY PLUMB/NG CONTRACTOR 34.1 /35.46 93.0 / 95.4 .35 4 /365_3 94.5 / 97.1 55.1 /56..9 102.9 / 104.3 56.9 /5 70 A03.7 / 105.1 June 76.4 / 77,2 111.111132 2008 78.3 /B0.1 113.5 / 1/5.6 3 John 11 Naylor, PE. Lio.No. 061513 Mo. Day Yr. t4/C UUYE ,$T,4T/ON/N6 /N FRONT OF OU/L,D/NO E FROM 1"1F4 4 TO 413 �YE �YE Designed By/: Job No. 2 a� „JWN 304-Oro 39@ 98.3 E Lin �� Drawn By: Scale: R JGN NONE 59.7 12.0.5 2008 Checked By:: Drawing No. 01.0 /41.4 04.4 122.9 .J Trwn II