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HomeMy WebLinkAboutSite Plan Rec'd 7/17/25 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES To EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED To BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York II OI N tel. b51.171.2503 fax. 651.727.01 4 + / �I adm►neyoungengineering.c m W �'4; � • With rrrrr � Howard W. Young, Land Surve or (n Fr Thomas G. Wolpert, Professional Engineer S w �. E Douglas E. Adams, Professional Engineer V ti. Daniel A. Weaver, Land Surve or Z S SITE DATA S"' Dung-d-ue,u N o T30��� �R9 now or formerly TOTAL AREA = 1,435,55q 5F OR 32.g55q ACRES WN�33a.22 13g 160 s%o �S ZONING USE DISTRICT = MARINE H (M-1 ) 0 3 5152° I Glebe associates, LLG now or former) RESIDENTIAL LOW DENSITY A (R-8 ) Strong y VERTICAL DATUM = NAVD 158 0 0 to S� TOTAL DISTURBED AREA = 5.17.71 ACRE 584°53'40"E O_1 01 �p 9, (R-80) D 15TR I CT �3 SX.�\ _--1g8.46' --- � 1 LOT AREA = 718,474 ----------- -------` O a \ O �. (M-11) DISTRICT //,f� / a•/��� /e" / �> t� noW or former) 84°53 0� --,\) `\ \o 0ka2 ` �A � LOT AREA = 717p85 5 W North Fork y \` 2 s�°�E 4'0; .CP FRAME = 27,555 S A> > m AME WETLANDS AREA qC NG' }� / Pro sect LLG a�j p, / i `�� F SSE rye'rygry GARA BUILDABLE LANDS = 68q,752 5F OR 15.5545 A C S D - / 0 PG p0"` II c `. r/r i r \� ' GPR ry Abe ��4q 8'20 EXISTING BUILDING AREA = bgp76 5 Q - r r 0, \Qj�D �p PROPOSED BUILDING AREA 62,310 5 2 ��` 10o r Q _51'_ TOTAL BUILDING AREA = I51,586 5 Uok o ogr4h ehoW O // // %�`�� ovt r� S'(ORf N LOT COVERAGE = 151,386 SF / 68q,752 SF = Iq.O o a FRAfhE S1 O BUILDING ° 1 S mJ/y �, C� �no p (n# , z EXISTING VEGETATED AREA TO BE RETAINED = 7.65 ACRE /1` 69°$/�O (no VO�y f / ;\ f '�i ` 11t PROPOSED VEGETATED AREA = 1.50 ACRE SF�y �cip' F 4b/e T �� rr TOTAL LANDSCAPE AREA = S.qS ACRE �. o r O USA r/ r/ Sr ;` '� �m PERCENT OF LANDSCAPE AREA = S.qS AG / 15.83 AG = 56.5 BAYVIEWAVE. Z eU ETq Ry N p0 ME NOSE ENO @, �y rn NOTES FRP PRp,G ) 41.g0 0 ° I�rj(� A f Vrf� 55 n�?t�d THIS MAP WAS MADE UTILIZING SURVEY PREPARED BY NATHAN TAFT CORWIN 111, LAND SURVEYOR, DATED MAY q, 201-7. 91 - G�y STORY © C11 4,p O / SR BUILDING U / Go/ 7 ° 6.06' Ilyy Sal 32'201, `00 G 9j N ; n 9 S80°3q 20 KEY MAP q 117.00� ; aT° a �0 E o 03- n ng�l.iTonng SCALE: 1"=600' r r ` S68°3/' N0 Z �O 1 R PMG ; 20•R L, /5C3 00'F GPRP N Z O 98' nl O� 3>1 N m 010 L �- }°3 ►° �? O 0 SHED ENGINEER'S CERTIFICATION 3 I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5EWAG 3 p 200 00, U) N DISPOSAL SY5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME OL vU / QQ N78°f��0���� o r Z ^ OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUG `' STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL tF � j IN = FACILITIES, AS PROPOSED, CONFORM TO THE 5U < �U m.� N W DEPARTMENT OF HEALTH SERVICES GONSTRU T ' Y I Ot �� P40 -- I Ao.� M 11, EFFECT AS OF THIS DATE. `Q �DWq p� O� -4 DAB 0 �s� }p, o� 9 14 PS O 4 ' tiR 0�z .0 58'1 12'38"W v.+ wee t, s� c� 1 � �o9p J/� n 42.3 HOWARD W. Y N.Y.S. L.S. NO. 458gsn AROFESSIONP �°��0 THOMAS G. HOLPERT, N.Y.5. P.E. NO. 61485 � I DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80511 26.2'1 — _ 3 SURVEYOR'S CERTIFICATION rouna.4+tm,n. / 540°16'55"E s I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING �Sa 2� o ory� 17.32' OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEY n '/� `�?� �� / v n'0 ry 581°�8'�4 MADE BY U5, AND/OR UNDER OUR DIRECTION. T/7O !'V O �%4 �` �i, S cr 88.7q mQ 1' f Q 00 — ,t � J S Or �y ----,, ehh J�eA J�aG e,,� �G Ne, $? �� m�� �� ��4F NE l?i �CG� hhJ9Je 8�6 433o!/y o�20 _ N r� p.G VV r �0 hhJ / N6 gJe / 6 48 N7/o/ W m tJ C _ BULK 5014EDULE FOR MArRI NE-11 (M-W D 1 STRI GT , /'�' 3qS W N83.2�'30 Hw I07.7q' l puTE. � ' z �� I s jO„ 4yo„ 126 1 _ 71.34' NT q°56 y ACCESS R �twvL/— q > �, 4�00„ N88°o2'3o"w N67° 4 s 1 /� 458 3 PRINCIPAL CODE PLAN / / /'Y 4?.60, ; oo �� / //4�0�ry HOWARD W. YOUNG, N. L.S. N 458g3 q LOT SIZE 80,000 SF -117,085 SF _.._._- LOT WIDTH 150, 740't h 'ea. qk �, 42.60' i LOT DEPTH 150, l,boo't oh, ,5'� '14.6 „ 182.66' N8go20'20"w 31.25� „ i I - FRONT YARD 55, 26.5' TO!y O� �` m G,�O� 586 10 20 W N87°36'50" / 1 5S4°2q'S0 W 0 ry h or N��°$�, � r BOAT STORAGE BU I LD I TUGS SIDE YARD 25, 28.o' SO���rJy r/ now or formerly SID 4O'2° $6.Io1 �•.3401 , 0 STRON& S NrAOHT CENTER BOTH SIDE YARDS 50, 7TT ova Russell Zellner I$ N8o°2-/,4O";N q at Mattituck, Town of Southold REAR YARD 25' q 1.3' Denise Zellner Suffolk County, New York n LANDSCAPE AREA 20 % 565 % O now or formerly REVISED SITE PLAN N LOT COVERAGE 50 % 1q.0 Z. Joseph Seth Tusa a BUILDING HEIGHT 55, < 55, Noreen Mary Tusa GENERAL LArYOUT � NUMBER OF STORIES 2 2 / 1000 106 06 0 County Tax Map District IOOO Section 106 Block O6 Lot 15.4 subdivision Map of "Shore Acres" MAP PREPARED JUL. O5, 2 18 filed on January 3, Ic114 as Map no.41 REVISION Record of Revisions D ATE TOS NYSDEC NOV.20 18 NYSDEC JAN.02 20 BOSCOLA RESIDENCE FEB 10 020 SANITARY&DRAINAGE JULY 01 020 SCDHS NOIA#2 DEC.15 020 DOCKS&HWM MAR 08 021 DOCKS MAR.12 021 MULTIPLE MAY 04 021 nl E9FEn�JME I MULTIPLE OCT.18 021 _ LJ�lls is �J l vi SCDHS NOIA#3 JAN.03 022 SCDHS NOIA#4 MAY 06 022 JUL 1 7 2025 SCDHSNOIA#1 J OCT. 6 023 SCDHS NOIA#12 CT.16 023 REDUCED SCOPE JULY 17 024 FIRE ACCESS JULY 17 024 SOUTHOLD TOWN APR.08 025 PLANNING BOARD N O] 100 0 50 100 200 50 0 JOB NO. 2017-0165 Scale: I" = 100' DWG. 2017_0165_slte plan-2 I OF 15 El- MONUMENT SET N- MONUMENT FOUND 0- STAKE SET 0- STAKE FOUND )UNAUTHORIZED OR ITION S SURVEY IS A VIOLATON OF CTION 7209 OF THE NEW YORK STATE TION LAW. OWN EON FROM TY LINES TO A SPECIFIC D ARE NES OR FOR SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID Y. ('INDCATED HEREON HAALL"RU ONLY TiEOPERISON FOR WHOM THE SURVEY IS�PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.(GOVERNMENT A'GENCYEA D LENDINGNSSTTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE!ENDING INSTITUTION.NOT CERTIFICATIONS ARE NOT ESTABLISH TRANSFERABLE TOUADDITIONAL INSTIEN ONSOR SUBEQUENT COPIES OWNERS.THIS SURVEY THEVLOCATION OF BEARING WELLS(W),SE�DTANKS SURVEYOR'S SB CESSPOOLS SPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED 4FROM OTHERS 400 Ostrander Avenue, Riverhead, New York Ilc I tel. 651.121.2505 fax. 651.121.0144 admin®youngengineering.r- m Howard W. Young, Land Survey r Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer / f o Daniel A. Weaver, Land Surveyor NOFZ`( a Nj / W 1PME No GE 3 "� / 209,_ wil E L �0L I RAMP F(OACING DOC ro SHED dil ZJZ ! � W �0 ` 60.3\ 1r U U U now ry ►n � 0. N78°lo 00„W Donnp or forme S 0I 00-1 o_-twSc la W !� 3.7) ,200 00 U� !4 A Z !! Ike go N !H w t!`V m� N 24.58' m FLOATING DOCK 6E OP EROSION 3 O N�GL BLP.NKETS /. ° \C � om (8Y OTHERS) 4 \ 1 T o Li 4 3 0 w ! g J 2 ,;r Ira..'•,; r... tt 3IN H f,;A,•.r,.;�.., m m Z � 6 I6H BL DG�ENGE .: ,.�1�:-F t�. • g �! � � � F VINYL GLA •,f f,,s: t•"-*; _..+i 1 t� s0}� 4 t t 1! 00 � JNO�_� Got FLOATING DOCK RAMP �I) LJ ENGINEER'S CERTIFICATION ' t ! { ! �APPARENT HIGH WATER ounge!♦Tnu, BMARK IN ULKHEAD COINCIDENT WITH • ATER I HEREBY CERTIFY THAT THE W SUPPLY(S) AND/OR SEWAGE Z DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DE516NED BY ME ;,•-+,,. "_ , t w ry n OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUG '; `= : ' I�, D,h ° FACILITIES,540°1633°E STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL rY_ / ` �ry0 17.32' DEPAR TMENT OF HEALTH SERV11GE5 GONSFORM TO TTRUGTHE FFO O NTY IN t!' �s EFFECT AS OF THIS DATE. .. 20' I / o �P yp =°• ' 43 581°)$g��4H c� PS EDWggo 9 f t A,0 S Ovid o TIE LINE ALONG /� C) o J V�J- t t W EDGE OF MARSH K ", 2 (( co 1 �O l ry ``r r7F �� o HOWARD W. 1" N.Y.S. L.S. NO. 458a3n ° 8 9 ; , c�j�` 4� �0 ! THOMAS G. W�OLPERT, N.Y.S. P.E. NO. 61455 j DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 805cl 'SURVEYOR'S CERTIFICATION W Y � ,ouua+E+ImuT, EROSION 3 t �� I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING o f EDGE O TROL LANKE F eN OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEY CON BTS � � _ 20. (8Y OEM`) ^C, Ley MADE BY U5, AND/OR UNDER OUR DIRECTION. 1 Gjp�V�p �4qg I T o ry U..u ---- / UNa OF N F w y s T l 1 1"674$6pi TIDAL VEGETATION AREA V 7� =0 i C. IN o�DO IVJ �4 1 eb� �0'� f S t \/�/ EDGE OF MARSH / �` N+G.O�.- ? `. ,,.- o m HO►NARD W. YOUNG, � � •� �} / _ N . L.S. N . 458Q3 O � so �,..� D ry A N D �" .h S� — — — • — •— .— •—• —. — — �`� °Ri tt v y BOAT 5TORACGE BU I LIB I NG5 ti N2 SET'BAGK LINE w000s CONcl� i p S I 4, 42.60 �rA1NING WALL 5TRONG 5 YACHT CENTER SS6°10'20"W �`I 6� N87°36'So"W 6401 O„y.� N89 202o W 56.101 31.25 at Mattituck, Town of Southold now or former) 182.66' S-1�°402 N8o°27,40'i 584°2q'SO11W woO5 � I Suffolk County, New York 12 / Russell Zellner w000s �% now or formerly N77°55'SSNW o REVISED SITE PLAN Denise Zellner Joseph Seth Tusa $ / AL I GNMENT PLAN N Noreen Mary Tusa 0 subdivision Map of "Shore Acres" _C; c0 loon 106 06 I filed on Janur 3, 1C114 as Ma I— subdivision Ma of "Shore Acres" w000s og a ry y p no.41 filed on January 3, IQ14 as Map no.41 County Tax Map District 1000 Section 106 Block 06 Lot 13. 3 MAP PREPARED JUL. 05, 201 4 / O I ► o I q' REVISION Record of Revisions VAT:-; TOS NYSDEC NOV.20 201 qk \ NYSDEC JAN 02 202 CD BOSCOLA RESIDENCE FEB.10 202 SANITARY&DRAINAGE JULY 01 202 SCDHS NOIA#2 DEC.15 202 DOCKS&HWM MAR.08 202 DOCKS MAR.12 202 MULTIPLE MAY 04 202 OW MULTIPLE OCT.18 202 MFEEK ,OWIN10 SCDHS NOIA#3 JAN 03 202 Lf�S L`� LJ SCDHS NOIA#4 MAY 06,202 SCDHS NOIA#9 JUNE 05 202 JUL 1 7 2025 SCDHSNOIA#12 OCT.16 202 REDUCED SCOPE JULY 17 20 4 FIRE ACCESS APR.08 20 5 a SOUTHOLD TOWN PLANNING BOAP.D DO 40 0 20 40 80 120 JOB NO. 2011-0165 Scale: 1" = 40' E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET e= STAKE FOUND DWG. 201.7_0165_site plan-2 2 0F 11 IZED ON OR ITION IS SURVEY IS A MOLA710H OF SECTION 7209 OF THE NEW YORK STATE TION 2)DISTANCES EON SPECIFIC D TO SH OPERTY ES OF SEAL SHALL NOT BE ('INDICATEDOHEREON SHALLT'RUN ONTO TiEOPTMERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,(GOVERNMENTAL AGENCY EAND NDINGPNSTITUTIONNLISTED HEREON,ANDSTRUCTURES TO THE ASSIGNEES OF THE NDIDGINSTIN ON.NOT CERTIFICATIONS ARE NOT TTRRANSF'PERABLE TO"ADDITIONALL IIN ERECTION STITUTION OFFENCES. SUBSEQUENTOIWNERS.THIS SURVEY THEVLOCATIONNOT OF BEARING S(VI),SEPTIC LAND TANKSS(ST)hINKED CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS IONS A D OR DATA OBTAINED FROMROTHERS N 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.12-1.2303 fax. 631.727.0144 adminayoungengineering.com N • Howard W. Young, Land Surveyor m m nr Thomas G. Wolpert, Professional Engineer DRAINAGE CRITERIA t CALCULATIONS Douglas E. Adams, Professional Engineer Daniel A. YVeaver, Land Surveyor - �•onnRd-umm, v - ARC k I Ix : x: V = VOLUME (OF) I A = TRIBUTARY AREA (SF) ��, - � II c. R = RAIN FALL (IN) I WELL :X: I„X: 1 5E VISE( )•TQ �E. •. '. '. -1 so.� � :.NDER KOUG'. G = COEFFICIENT OF RUN OFF I v, I " I' a FROMITHI.S isT7Nq �� EARTHWORK DATA TRIBUTARY AREA NO.I I I 11T1L1�`1( POLE S h i '1 \ ' '. . •olm4-a4-anan A = 40 376 5F I N 1 ( \ - I In x. \' ao 'o x TOTAL EARTHWORK VOLUME - 55,650 GY (GUT) VOLUME REQUIRED: RO \ \ ' NOTE: ROOF: 28,116 SF x 2/12 x 1.00 = 5,855 OF I �RPME RPGE / ' \ •• '• '. �'. ': : :1 • ' "� STONE: 10,758 5F x 2/12 x 0.60 = 1,016 OF GP 1 \ \ : '. : :I : : : : I : : : : VOLUME(5) ARE UNADJUSTED. GRA55: 6,821 SF x 2/12 x 0.10 = 114 OF •. I \ TOTAL VOLUME REQUIRED = 5.045 OF VOLUME(S) ARE CALCULATED UTILIZING GRID METHOD SURFACE * VOLUME PROVIDED: \ I \ 1 : I I:. . . \ u GOMPAR15ON(5). USE FRENCH DRAIN 'A' I / / ::: :I: :I �. 2o.s' ,! GDDC K \` I : ; I :• :.' . . . . /: S' r RAMP �OA�N o 18 PIPE: 1.76 SF x 200 LF = 552 OF / Q� GRAVEL: (6.401 SF x 200 LF) X 0.40 = 5111 OF \ PUU� / S°0, I ; .X G FIELD 1.0 \\ \ .• •' // � / .• I •• '. :. I ' . lsa e t�•. ` 4 ., ow USE LEACHIN L (12) I O' DIA. x 5.40' DEEP POOLS = 4,454 OF ; I : • ' I • I : L I so„Y•'t a� �' \'. / I . . : :I I F� Ill �o o� 1 ga Uj or I : :. I I 1► , TOTAL VOLUME PROVIDED = 5,305 OF _ \\ � Donnd M rmer•IJ / I� I : : ; • : •; . I:: ;•: TRIBUTARY AREA NO2 _ \\ (IO�jO_!06_ �SCDIq- EXISTING WELL 'r0 I :: I ' • :: I:: :�:I . ' UU _ 137 I: I ' / A A = 174,5141 SF \ / BE USED FORIRR \ \ 1'URPOSEIS OT16N o NLY I :: I l W t w * VOLUME REQUIRED: \ ROOF: 66,282 5F x 2/12 x 1.00 = 11,047 OF \ \\ { 0 Q STONE: 64,5012 SF x 2/12 x 0.60 = 6,43Q OF os, ::I :':' I : GONG.: 600 x 2/12 x 1.00 = 100 OF • • ... .. . . . . . .. . . . . ... \ \ I ::: :: I:• •:: .I : ./ ,� 0 3, GRA55: 45,045 SF x 2/12 x 0.10 = 717 OF TOTAL VOLUME REQUIRED = 18,505 OF \ F- * VOLUME PROVIDED: : \\ x w x/.::: :: :..f USE FRENCH DRAIN 'B' . . . .. . . . . .. .. . \ .. ,.. . . . . . . . . . . . . /• , ' . . . l• I 1, E lam= a 9 IS" PIPE: 1.76 SF x 286 LF = 505 OF /•'�'a a " : V. GRAVEL: (6.49 5F x 286 LF) X 0.40 = 742 OF / _ x "•. . . . . . � J O USE FRENCH DRAIN '0' i I o,� ,/ "•': '. .'/ / 00 x 18" PIPE: 1.76 SF x 345 LF = 607 OF \\ >< \\\ ': /' N A7 qy 8 GRAVEL: (18.24 5F x 345 LF) X 0.40 = 2,514 GF tO 1 \\ \ $ / v) USE FRENCH DRAIN IDI �r .' O cYi a IS" PIPE: 1.76 SF x 206 LF = 363 GF : x x \\ _ - -- - / GRAVEL: (18.24 5F x 206 LF) X 0.40 = 1,505 GF I \ : . /• •'. /•' R\ B9.75 w„ tz m FLOATING DOCK USE LEAGHIN6 FIELD 2.0 . .. . . . . . . 8 . . . (36) 10' D I A. x 5.00' DEEP POOLS = 12,516 OF -� \ ED&EOSION /• . `. 3 a cp0 \ X GON, fRol TOTAL VOLUME PROVIDED = 18,518 GF o ' x " \\\ (8Y OTHERS) / "� o /� �-6.90 �w 3® o \ x x x HIMG'FIELD /' ' ti�: \ I� \\ x EAG D >:P pOg�LS �.... °� ` END STON �LE� 2 \ TARY (12) 10'DIA.X8.40 E 'y / PAVEMEN �R . Q \ \ BIN \YN 7.50 0 w _--• -- RIM- 4.b0s �. i.l 1� � � Atr S LAGK� .• •. F 6. HIGH BAD E E- tl,: `�rr. • !.-r;: ,1' P,.. t S x -X IPA / 9.10 /.B2 `o. Ur, ELECTRIC ENGINEER'S CERTIFICATION x 4 '�• _. iF 74, rn I SERVICE on ann wo : RENGH 200'L o 7.30 V FLOATING DOCK 1 HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5EWAGE TRIBUTARY x �I��'� 1 �✓Wx3 / / IN T 0 •/� TRIBUTARY RAMP DISPOSAL SYSTEM(S) FOR THI5 PROJECT WERE DESIGNED BY ME BOUNDARY . . .. TO °8'8 u II 1 RAIN x NOFIF / t BOUNDARY OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH x FRBNGH : : . . . . . 1 ONNBGT ROO �y DRp.N� T/i,#� x / / /:/x /♦/ i STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 3 A �•, CONFORM TO THE tIITEG� L\pL /... , /" // / /4t 7.10 `2 �¢ ty DEPARTMENT OF HEALTH S,ERVIGES GONSTRU SUF 51tANp_ IN I (�EE ARG LOGp` IONS) zti. . . . 1'i I I DOWN5P0 EFFECT S O D �i n� /♦/ ` 7.20 \ EFFE A F THIS ATE �P FD Wq y0 X / .'.•'.' �'.' TRIB RY / TRIBUTARY \ \ /•'. B.OU D/ARY � /♦/,i ,• / .•BOUNDARY - 8£'- . . •i°'L • \ \\ 9 95 / /' /♦/ APPARENT HIGH WATER .. . . . �U 1 MARK IN COINCIDENT WITH 9£ II Tiq#� / / : : 9 X \ _ / / : : //: ?i#2 �� Uj \ t BULKHEAD n o l -'^; t acc I O x. . . . . . . .. . g° ` ' t� uG ELEG• IG aNiq' cn w x \ S \OR>,• xx0. I U /♦/ • SERVICE v \� EG Zcl' v �� / : / 0S E D ' ay t?��`° CEO 60 X . . I' PR R ;;GE gvILD[SIG x K I . . .5f N>; NT :. :/�ry 4 t 8 9 4 S-T� -� I. P / /♦y i \ HOWARD W. NG, N.Y.S. L.S. NO. 45843n 9pFES S I ONP�X / '• • •' ••• ' / OP'LT• TRIBUTARY x I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 / -III_ 1 B 31p SF . I : : : /♦j 4` . .. .. :•.`�.:' .BOUNDARY. . . . . . . .... . . . .. .. . . . . /♦/V. �� c DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. 805al / x . . . . ... . . ., : %;I. SUR YOR S CERTIFICATION I /♦j t / q / . . ... . . . . . j / . . Na Ba ent _ - - - - x - - : : ' / ♦/ {i 6 G mmaauE ION emo / I .. / x R OWTS. I� '/ : t;o Q 2 ay o n • •• • • x \ LOCATION FO R / ;/� N TIE LINE ALONG I HE CERTIFY THAT THIS MAP WAS PREPARED UTILIZING cl, ROFOSFV PANEL b gL'OY11=. I /♦/ �I ° �� "" EDGE OF MARSH // x CONTROL / { J 4 i �2 OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS • • x X.. x\ • ' ' ' x / / } ry �,v °s "(� ' .. �� MADE BY U5, AND/OR UNDER OUR DIRECTION. i / - - - - - 1 / 1 DQ w M v�2 pOM. / ♦ ry� y4F o o \ �• No x NEW NI p LON 1/A.�WTS . . ' p,THR T X , o o. . . . . . x rA#2 . �oQ' 171:EP. : . i a' / �. 0 0 co °�� x 75'W.X 8501-� Y5 '" / tt ?a = 4 /♦/ \ aZ' x ' RIM=1g50 n. TO (4) �•' _FAGHINCG C�ALIK hI '� . ♦/ t 50 N' RO ; 5O FUTU E 'AN : I�g ..t T / . 4 �v, O ♦/ " 2 C) l- \ 9Z IE= 5 ^ DONNE GHINe.F x, . . . ., ? wCb Z IE=IO.28 LEA PL 5 1 QS °� ELEC/• /♦/ .I _UN ���V / P� W (� ' RGHITEGTURP` TIS) 335' : �: . 'DB /♦/ ,t ? �7? t j♦ �;.Ii ERA o (SE 1= A I t / 0111, 7;Z 1=T�C�E O>` NiGET ", �- N9POlYyf� OGA \ x x - ' / /♦/ i� rq o?O ♦ �,N S 2 A O " p0 D k b U• 4'u i G 8Y O THE /♦ �� � x t x xh Q 9 t ' INL I I' / /j " • G FIELD 2 -9 •' ♦/ <vV ti t X EAGHI EP POOLS EL=q.00 g.5o I. / st k� �O oo \ _ 4�. .. .. 9.50 DE / O p s�_ J (36) IO DIA.x'5.00 / /♦ k, / LU HOWARD W. YOUNG N . L.5. N 458Q3 moo. ' l tt. ..X. . . .. IE=6 O INLET g.50 _t 1 { ro♦ I BL=q.00 V NT g50� $.80•' 7:20 x x v!1' x TRIBUTARY 4... 1=BLENfl QP` l `F•3B-' / \`�l so 1 : t 1 0 o BOUNDARY_\ tx `\ '\i;S N TIDAL VEGETATION AREA V00 50 ODD / 20 7.20 Q�k 1 0 4 � > ., / .• �..• ! so��::•'.- • .. � `4 4 A •• �,[ BOAT STORAGE BU I LD I NGS 10 15")H TYP : PROP I Ny / N Ili UZD" EDGE OF MARSH / "' STRONG S YACHT CENTER at Mattituck, Town .of Southold 0 0 2 x x �f1R AsI :9.00 / :: .t .o0 600 7 ° F� `� t. I : Suffolk I Gout ew York X BA:. /. 88. / f k County, N o \ 1j 9.50- T1 7.10 /♦/ °� �`.'°s ♦&� , � REVISED SITE PLAN g O y - " 1 ggi�gg _ %�7.20 °R yr `x / 'INLET MH 2.2 GRADING 4 DRAINAGE PLAN T11.00 l �� ; 16. 8�T E 5 40 N o - 10. yx B9.35 1$ . . . . . . . . ® I x 1000 106 06 10 X SETBACK LINE �>oo ' •GONG • ' ' 4 . �60 ,- �:: : o S -B8.80 j. _ `:;::: ♦ County Tax Map District 1000 Section 106 Block 06 Lot 15.4 c 5 14 '`6' : 'N „9 . . . . . . .. . . \l =8.20��; MAP PREPARED JUL. 03, 2018 now or formerry �" N a;� REVISION Record of Revisions12' DATE w or formed (�) \ x • •. . . . • TOS,NYSDEC NOV.20 2018 / Russell Zellner �/ . . . .. . . . ,2 y f'ROP05z aq� ^� /` rn o NYSDEC JAN.02,2020 Denise Zel Iner Joseph Seth Tusa $ AK GALLON 1 L,- \ z ay +ia BOSCOLA RESIDENCE FEB 10 2020 / BO�GROU TRIBUTARY I x \ J z SSANITARY&CDHS NO A#2 DRAINAGE JULY Ot,2020 Noreen Mar Tusa ND 7AN BOUNDARY a \ I DEC.15,2020 �� �I y KcJ tp `f c1 \ �p - DOCKS&HWM MAR 08,2021 subdivision Ma of Shore Acres N N o - ZU DOCKS MAR.12,2021 p r o N N JZ MULTIPLE MAY04 2021 filed on January 3, 1114 as Map no.41 subdivision Map of "Shore Acres" "' 1 MULTIPLE OCT.18,2021 j� filed on January 3, I Q 14 as Map no.41 x SCDHS NOIA#3 JAN 03,2022 SCDHS NOIA# MAY 0 ,202 SCDHS N01A#9 JUNE 05,2023 SCDHS N0IA#12 OCT.16 2023 ` REDUCED SCOPE JUT 17 2024 FIRE ACCESS APR.08 2025 N / Z \ JUL 17 2025 J i HOLD TOWN Pt..ANNING BOARD 40 O 20 40 80 120 m / Scale: I" = 40' � - MONUMENT SET ■= MONUMENT FOUND Q= 5TA<-:5E7 e= STAGE FOUND JOB NO. -7 165 DWG. 2017-016_0165_site plan-2 5 OF 11 IZED OR ADDITION SURVEY IS A VIOLATION OF RK STATE UCATION LAW. SHOWN ROPERTYLINES TO NG E FOR A SPECIFIC USED TO ESTABLISH PROPERTY NES OR RECTION Y MAP )CERTincATION ('INDCATEDOHEREON SHALL RUNN ONLY TO THE PERSON OR WHOM THE SURVEY IS�PREPARED AND ON HI NEW BEHALF TO THEETITLE COMPANY,(GOVERNMENTAL AGENCYEAD LENDIIN FROM GPNSTITTUTION LISTED HEREON,STRUCTURES 7HE ASSI ASSIGNEES OF THE LENDING INSTITUTION.NOT CERTIIFCATIONSS ARE NOT TRANSFERABLE TOUADDITIONALLIINSTIITUTIONSOR SIBSEOURTOWNERS.THIS (5)THE\'LOCATIONNOT OF BEARING WELLS(W).SEPTIC LAND TANKSS SURVEYOR'S hINKED CESSPOOLS W�SHOWNHEREON SHALL ARE FROM FIELD OBSRRVATIONS AND OR DATA OBTAINED ED 4FROM OTHERS. / I � _ 11 � ..X .• ` . . POS I f / r- CL / / WATEF�SE 1�IGE \ 2h !^FATE / in . / / g R Y . . \ , -JERVICI . . I 1 400 Ostrander Avenue, Riverhead, New York 110101 FPA�RKIN& CALCULATION o� / z S° �--� _ o \ . -• '. •.I ' • • I :, - '. '. • � W � tel. 651.'12�.2303 fax. 631.127.0144 G REQUIRED �o sELc EXISTING WATER SERVICE - .RH-- . WIRES I / N s admen®youngengineering.com PARKIN IAN / \ :x.- 1.. � \- 1 :. . . . / X a SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS BLOCK sroN\ / TO BE ABANDONED •. . I ' ' . .�- ��SEj�� _. / ^0 F ® I STALL 100 SF = 27 STALLS GRAY FENCE . • : I '. : : : / Z o _ 4 a��4�� ��OFFICE - 2,'702 5 / I- EXISTING WELL TO BE � I • .. '• . -.Llll�' . J " 0 � p t � SLIPS ® I STALL AT SLIP = 40 STALLS ,, 7 / • . 1 - '. • : o �= ­ Howard W. Young, Land Surveyor MARINA = 40 BOAT L /eo USED FOR IRRIGATIO . : I . • • . ' • I . . . I � � v cv m g y STORAGE = 123,348 SF ® I STALL/Ip00 5F = 124 STALLS L 20' \ PURPOSES ONLY : , . 1 : : • /am . 3 r" � Thomas C. Wolpert, Professional Engineer Q / 1 I . : : : /� Douglas E. Adams, Professional Engineer �) 2 1, ' `I • - I / rn W lP I P DOCK g 9 22 EMPLOYEES ® I STALL/EMPLOYEE = 22 STALLS w ,,, E o J(y I : : : c_ _n RAM GATING Daniel A. Weaver Land Surveyor TOTAL F'.EQUIRED = 215 STALLS Y. \�\ \ �QY� GPRPGE . • I . .• .I . •. .. I •• .. .•. I '. • • . / O t ARKI G PROVIDED �� \ c ' , \ I • - . . / - I ': 5A�N I TARRY TOTAL PROVIDED = 5'7 STALLS 004- \ X \ '. '. '. \ •• •• '. 1 '. : : '. III / HANDICAPPED PARKING PROVIDED = 4 STALLS cGRe ' x DESIGN GRITERIA� CALCULATIONS z� S ' `�� . . I ' 1 • I • ' : : II r SEWAGE DESIGN CRITERIA : : I �: : : I: : : I : : : . .I.. / . X : : lx : I ; . . I • I / GROUNDWATER MANAGEMENT ZONE = ZONE IV 1 ' • I : • I / METHOD OF WATER SUPPLY = PUBLIC I I I I; k�EGTR G J ALLOWABLE SANITARY FLOW = 600 GPD/ACRE I : WELL . . .� : I�: : SE VIDE( ).To ';' • 1 / s0.1' x x NQER ROUNID'. • • I•, ! f BUILDABLE LANDS = 15.6545 AG x 600 GPD/AG = 11,501 GPD I / • . i IFROMITHI5 E ISTINC'� . ' . •• I * : I \UT1L.li l('?o�E\ '. '. PROJECT DENSITY SEWAGE FLOW BUILDING USES GROSS FLOOR AREAS (GFA) I '; " N I '.'. ' \ EXISTING: nmm�. I'n 1 '. i In 0 ' '\ .. ' \ ' RESIDENCE: = 500 GPD EXISTING slo?� SE / •• • '.\ •• '. \ !, , \ OFFICE: 2,102 5F a 0.06 GPD/5F = 162 GPD . 1 NO / � . \ *1 GFA \ ME GE \ . '• \ . . .1 . • MARINA: 40 BOAT SLIPS a 10 GPD/BOAT SLIP = 400 GPD BLDG. NO. USE I t t4 FV, P' // \ \ . .\'. . : :I . : . GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/SF = lab GPD RESIDENCE / I . . : :I : •% �} BOAT STORAGE: 61,205 SF a 0.04 GPD/SF = 2,446 GPD O I STORY 1,610 SF I\ ac . 2 STORY \ / // \ : I : : :I ::' ' I ; :I: : eo i PROPOSED: O2 2,102 5F I \ / 1 : : I : : : -I:: : : • :,: :I . \ o BOAT STORAGE: 65,100 SF ® 0.04 GPD/SF = 2,604 GPD OFFICE \ L_ / /....• / :1: :/ ! 20.9' U DOCK NON-STORAGE (BATHROOMS): 152 5F ® 0.06 GPD/5F = cl GPD I STORY GENERAL INDUSTRIAL 4,g10 5F \ _ / / 1 : . : 1 . / o �% r RAMP �pAT1NG 3 \ L ', a / :: : . ./ : I 6 SHED O I STORY STORAGE 12,410 SF \ Pp0 / o00 I : : : :XI ; .; • I:• 1 ; ; t TOTAL DENSITY = b,lla GPD O I STORY STORAGE 169 sF \ \ / / I ' : ' I: : : : /- • ' ' l : :I : 0 't tt DESIGN CALCULATIONS SANITARY SYSTEM NO. I : ` (RECENTLY REMOVED) / I I : . : : • I 1 t v 8 : : : : I : : ' . f so.3, t! O.r„ EXISTING: I STORY \ no / 1 . : : : : :I °fZ y1 to O STORAGE 541 SF \ IN I : : : : 1 : : : : n D- �N \ GENERAL INDUSTRIAL: 4,c[10 SF a 0.04 GPD/5F = lab GPD \ `` Donn former / : I I : : : : 1: ' ::I : 1 . �� ` .} i W BOAT STORAGE: bl,205 SF a 0.00 GPD/5F = O GPD I STORY \ (lo M' �O I .. I I. . ' I : 1 U i O STORAGE 10,"I86 SF --`_ _ \ 6o_Iob_ gCo/a.' '� • 1 :: 1 is / : 1 _U \ m PROPOSED: I STORY \ •,\ 6-Ig T EXISTING WELL TO . /: :: : . . ; : / / ./: BOAT STORAGE: 62 10 SF ® 0.00 GPD SF = O G 7 STORAGE 15,016 SF ` \\ \1. I / •. BE USED FOR .. ./. . . . \ U •3 � PD I STORY \ \\ �� \ IRRIGATION I '.. '/. .. . ' ' . / / / ' / t W NON-STORAGE (BATHROOMS): 152 SF 00.06 GPD/SF = a GPD $ 22,425 SF \ \ �-� PURPOSES ONLY I :;::/ .. ....... I: : / / . •/ �4 �V \ TOTAL DESIGN, FLOW = 205 GPD :::�1.' ::: :: •. /:::: l/A owls STORAGE \ / :: / : l PROPOSED \\ AS MFG BY FUJIGLEAN USA \� REQUIRED = 205 GAL. _ \ \\ I :,:./: :. /.: ::/ II : ./ � USE GEN-5 = 500 GAL. �A \ � - -- _ _ _) .'. I:•:::•l:•:".•:.1:*..�•:/;.;•.: I. 11 ,� �1 BLDG. NO. USE GFA \ '' I I •:: I t LEACHING I..':.' /:::. ` l O9 I STORY 62310 SF . ,� 9A \\ � • X : ' /' . I i _m REG. 205 GPD / 1.5 GPD/5.F. = 13'1 5FSAA STORAGE "K ; 2• • / : o G AL E /: ./: :. // i \ �/��: • I /� z � � LEA HIND G LEY SIZ r� \ /.'�q a��. • /.•. ./. . �t QQ �, o N 4."15'W x 8.50'L x 3.00' DEEP = 7ci.5 SFSWA \ __-- R.. . . . . . . .. . . .. . ... . . . . . / *rvV- •,• ::/::: '�! �j O N F° USE 4 GALLEYS ® Ta.S SFSWA EA. = 318 SFSWA / . . . . .. . . / /~ J DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 to/i 'I : \ .. � \ •� • . . . . . . . . . ..... . . ... . :. / •'. .•'•.'/,'"._ / w i � \ x \ x O� 0 �° ,o'\ EXISTING: : I 'B . \ \ _05- - -- - � / .'' /: I / \i /ZD � C N y a OFFICE: 2,"102 5F ® 0.06 GPD/SF = 162 GPD \ - - - . ' � 0.25 ��� MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD TEST HOLE DATA .. \\\ ..•./ .. .' .•' /. ' B9.75 w'�� \ 1 /.' , .'.' 1 m m cYi FLOATING DOCK TOTAL DESIGN FLOW = 562 GPD .°^ �. I • . . . . ... \ x / / �\ I/A owns McDONALD&E05VENGE : \ / - a725/15 '. I : •.. •. \ •OP E 0510N s� . .. . . . . . .. • - • EDGE / .. ./ . . / i z tz 0 \ ..�. L BLANKETS ' . ' / x. / '•/ l 3 J REQUIRED 562 GAL B1 B2 c0 I1. GON'TRO 5L / c: • �// 3gm ; USE GEN-'T AS MFG BY FUJICLEAN USA = 700 GAL. o \ : :: \ // :o:: ; %/� # 6.90 0 t o LEACHING EL■a.o o.o' EL■?.b 0.0' MIXED \ x'. •N: . . s \ J MIXED 1 x x. . .. . . . ., / !// i SAND a u7 x e / 1 �0 3 REQ. 562 GPD / I.5 GPD/S.F. = 3 75 SFSWA 5AND t � '• '•/ J � LEACHING GALLEY SIZE. LOAM 0�, N \ .. END STONEBLE� _ 2.0' LOAM 2 1 \ x 9� a , ., / e PAVEMENT QO 1 x 4.75'W x 8.50'L x 3.00' DEEP '1a.5 SFSWA PALE P Uf \\ \\ \ „'' '` "''�' ' '/ q i =ALE q �' ; ,;:,, :�.; ;, .y USE 5 GALLEYS ® 7Q.5 SFSWA EA. 3ci8 SFSAA BROW BROW � \ \ �- x \ ' � _ "' 1 • r �l // Et 7.50 � \'ry \ o SAND SAND 0 \ . • .. i-s'/.'1 IL[� i N J� ? o NOTE (SP) (5P) -4 \ / ', ;u, : �f�' • J Q' O \� 6W EL•1.4 6W EL•12 6.4' QI , }4 BLACK\ - . I x \\ 's.c..y r:,,!°iI. fa•e.. / 3 cv i b ,, , , r.., a • • i . 1 Z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT 6 HI6 �. + `. <; <. se / x 3=. r \ x Q'y o0 o PROPERTY. V IM''L GLAD °T` t, /. ",� 40 t t 64 S\ \`�-�. o � WATER IN \ '' x ; '/• \ 3' l 3 . x ,. .._ ,i WATER IN PALE q[(/ I x �. : . �.' ,./ . /. 1 e.1 1 \ 11 PALE BROWN 1 4 f. BROWN FINE !n rt =h r' o ! /,. '.e. 7.40 1 \ FINE SAND Y X i = / �' , / , T ENGINEER'S CERTIFICATION SAND (5P) ,•;,: - /• •:/ '/ (SP) - �. . '''` v y:., f \ 9.10 /, UG ELECTRIC ° U rnln�Imm. 130' .,T+,y ' 1. x �M.' 7; .'/.'. �yM 82 SERVICE o x ., ;N y • :.; .., . .\ ` w'.'/Y 10 ' / o o� I HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR 5EAAGE 86 1 I : : " •/ ° r730 p FLOATING DOCK DISPOSAL 5Y5TEM(S) FOR THIS PROJECT HERE DESIGNED BY ME I'LO' x. F ., x'. . I \ '/, •/•.';::/ /� RAMP ° _'° OR U9ti +.111 •/" :'. / ' ' -/� }\'� STUDY OF THE SOIL SITE AND &ROUNDWATER FU 10 GROUCH I q • / . • . /• / t FACILITIES, AS PROPOSED, CONFORM TOT LK �C�_U ' \ \ '. ' ' I r' a` o so4 i M�y DEPARTMENT OF HEALTH SERVICES CONS R T .. �-,( c�' : . 1 x '. \ . .. . '. /.'. • .. . 9. . o, // .\ 7.10 R, l EFFECT AS OF THI5 DATE. QS 'Qp ati yy .' . : / \ \ '/. .••/•..' . /. M�yy /. . ,t' 7.20 '_' 1,� ;-q a a * 'I DID -_ r.•�>€�: F} .. : l h) \ \ /. I �'1 •/ c n 0 /' ,' '� _.,;' . . . _.y / 8S. . . rirl r,� '=. . • \\ .995•� / . . �/ 1 x ""'_ ,.oL _ cu , .., 1 . ; / �V �� �MARKAPPA N COINCIDENENT HIGH T WITH �`,J � ' 9£. ^ :. / / ; X \ - -- / ;' : / I z/ cb ` � BULKHEAD �� 80 „1 C� c „ ... x 1': 1 89 .; - UG ELECTRIC HOWARD W YOrN°G, N.Y.S. L.S. NO. 45893n A� 1':/ '\- N.Y.S. P.E. NO. 61483 4F p .x :,` / ; / \ "[QR / I : •/'/' 0 1i SERVICE THOMAS G. WOLPERT, , f,. .:< .. . . D �'•S .\ .00 :' . SION ,, " " ' DOUGLA5 E. ADAMN.Y.S. P.E.ENO 608q'f SE �.95' 1 p - Y;'f= . .. .. :. // PR��O GF .11LDING x. . . . . . . X . I I : /,ry 4} Dh s, N. . . nl � - _S14`_' / : / �p'RT. ST`p .0 SF. . . . . . . . . . . . . . . . .x. . . . . . ... .. I : : : I -. ` . • '. =- � ~ ' =. // ,31 N . . 1: _ .. a � a: . :x ;_. FEEL=.. 0,00 '\\ '••. .. . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .I . . . . . . ; I �;,. It o � , ` SURVEYORS CERTIFICATION 1 SURVEYO IFIGATION • I eMe -_ / . _ • , x W 'jam t - 2� I HEREBY CERTIFY THAT THIS MAP WAS PREPA IZING No.6 s . . i • 'X / > OR G ; � t'f o N TIE LINE ALONG OFFICE RECORDS, AND BOUNDARY AND TOPOG HIGAL 5 VEY 3 .. LOGAT . ' /• kll g .•• •• .•' • • DOSED 4 8L•D�R �,.7 (0 F EDGE OF MARSH MADE BY U5, AND/OR UNDER OUR DIRECTION OF /�/ / \ i�,o' 1. �,,,�, P F e 'f£. . .. ...fix. . . . . . . . . . \ ,( 5Y NO I EOM. / , V l (`Q yF �4' t x: '?e, �«- }' O s £ , x R 4/p< OATS • .. ATH 0, CIO Q o ., ,, O _�� Z -_ , ' E N p,LLON' , V EP. S' (J�2.51=) �� Y r'<1 . o f o ', ;4�� G . 0 17E 1 x X i O O /�� 2ti I ('..ti4�3' ?.kn Cl �. i O£�� g x �5'W X'8:50-'.1-� OAIPO / t ��2� t , 4 s: w; ,; .,�, G1 �'Z _ ING o � " ' Ia x x x •(4) •LEAOH gXpp`NN T \ �0� 8 1 . 'z 30 \ `jJ. ,"� _, ,� , ' 9Z, /•i•' x �. . . . rjOA6 FU�RE _� �5 o E 00 �E [!/k.` O �e . 'f : N 4 �� Y �/(�t., C""/ �� `'..,, ;'.4't" JI. /�� o VZ . . . .. . . . N a x 1 q. I �� ZZ• ' '� � ERp51oN 335' : I : �- DB °" t\ �T �'' �� \ ���' . -✓i.`'..,1.. 1 , // EDGE OF x _ HOWARD W. YOUNG N.U. L.5. N 458a3 . x x / 4 �' 11 OIL CON OL BLANKETS `s `_��. . ! t ��°�O \ x E N $` X. (gY OTHER` ; : : {tt ���r.2\^0, t ,` \\ o ti t•. . . ... . .. . . . 50 : g51 ;.� / -. 9.' • . :.� tl, �a�°°o^ 4\'4 S0AT 5TOR,4GE BUILDINGS 7:10. �- �Q�t� moo. Z�. . .X . . . . .. . . .. 95B , . I / X �` Q o� 1U STRONG'S YACHT GE1�lTER �I _ 'Ilk,,l / y �3.• ....Ns 4J%31 - .7:20 , I R� vim, x x11� � �w / < /'/ X. - so \ `'\� x x at Mattituck, Town of Southold o �o ��- d ` ' x /' . . ') / / lS' x TIDAL VEGETATION AREA v Suffolk County, New York / �'_ , 1-11, '­'� I I ? u: g5 ,• ° . 1 . 4 °' �' REVISED SITE PLAN " ' ,, -'�<- mow,• 'j• I ' , / N K . 10- $ ,,,.,, co / c ��. ✓ S �;t� \ EDGE OF MARSH v UTILITY PLAN O . P x � _ ARt .. 7 0 �, t'� / 1000 106 06 10 x �.. x . 9.00 T .00 I F o I / ' • o ' a". /.' '•.' :B8 0` �1 40 s` : County Tax Map Dist,ict 1000 Section 106 Block O6 Lot 15.4 o O 1 9.50 T1 7.10 c l S' 1 -7.2 �� I- O'S \ - i 1.�-- - . - 5 . 8.00 � 1� � V •:.Y MAP PREPARED JUL. 05, 2015 0 O x - o " 7.z0 '`' REVISION Record of Revisions DATE .S � x. . . . . .. 10, �`v """ . . qy x� (� O T11.00 / : �N: 16 $' �'X''• ^ TOS,NYSDEC NOV.20 2018 NYSDEC JAN.02,2020 G O tJ LINE B9.35 1B L-T l5.00-- P x BOSCOLA RESIDENCE FEB 10,2020 N o SETBACK L GONc .%'! 43 S " B8.80'' INC- MIN - �� ; o _ �11 SANITARY&DRAINAGE JULY 01 2020 : SCDHS NOIA#2 DEC.15,2020 x DOCKS&HWM MAR 08 2021 \\•••• DOCKS MAR 12 2021 X now or formerly 12' ' NN 28 30� - - ` •.• .. ' '. '• \\ • • O" MULTIPLE OCT18,2021 N`.' N \ .. .A' . .. '•� I , MULTIPLE CT 18 2021 • \ •• \ 2025 SCDHS NOIA#3 JAN.03,2022 Russell Zellner now or formerly (�> pRoP \• • • • •• ' s o1 SCDHS NOIA#4 MAY 06,2022 / 12 OSED ` '1 Z. p SCDHS NOIA99 JUNE OS 2023 / Denise Zel Iner Joseph Seth Tuso 4 2K GALLON Lp \ : : '. \ � / [ L1V�L�D° TT: 0 SCDHS NOIA#12 OCT 16,2023 Noreen Mar Tula GROUND TAN I : - ' N \ ,4 C!o Z I221 II 11 K5 `} a \ io ri JUL 1 7 2025 REDUCED RE ACCESSOPE APR O8,2025 �, subdivision Map of Shore Acres � o C4 N � � � �Z filed on January 3, 1a14 as Map no.41 I- subdivision Map of "Shore Acres" "' 1 �s SOUTHOLDTOWN P w filed on January 3, I,114 ce Map no.41 � . '.: \x PLANNING BOARD 40 0 20 40 50 120 / Z } JOB NO. 2011-0165 Scale: III = 40' El • MONUMENT 5ET 0• MONUMENT FOUND A■ STAKE 5ET A- STAKE FoLyD / � DWG. 201 1_0165_site plon_2 4 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E%ISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SU3SEDUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD D13SERVATIONS AND OR DATA OBTAINED FROM OTHERS. Q TE5T HOLE DATA PARKING CALCULATION BUILDING USE5 4 GRO55n FLOOR AREA5 (GPA�) NOTES 1=0R MaDONALD&EO9cIENCE PARKING REQUIRED EXISTING ABANDONMENT OF 5ANITARY STRUCTURE5 400 Ostrander Avenue, Riverhead, New York IIg01 ��s/18 c n l tel. 631.'121.2305 fax. 631.'127.0144 N o SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS ABANDONMENT IN-PLACE I B1 B2 BLDG. NO. USE GFA com /L OFFICE = 2,702 SF a I 5TALL/100 SF = 27 5TALL5 �+C EL■q.o o.o� EL•-rb o.o� I STORY EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL admin® ounenineerin y9 9 9 MIXED MIXED MARINA = 40 BOAT SLIPS ® 15TALL/BOAT SLIP = 40 STALLS O RESIDENCE 1,610 5F RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, REMOVING • AND 4 SAND ND a STORAGE = 123,348 5F ® I STALL/I,000 SF = 124 STA1 L5 2 STORY THE TOP OF THE STRUGTURE(S), BAGKFILLING WITH SUITABLE SAND AND LOAMO5 O OFFICE 2,702 5F GRAVEL MATERIAL, AND PROPERLY COMPACTING. " nfe °'PALE PALE 22 EMPLOYEES ® I STALL/EMPLOYEE = 22 STALLS 3Q' y(N I STORY GENERAL INDUSTRIAL 4,4110 5F ABANDONMENT BY REMOVAL Howard W. Young, Land Surveyor FINE FINE TOTAL REQUIRED = 215 STALLS O I STORY STORAGE 12,410 5F EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL Thomas C. Wolpert, Professional Engineer W � _ E �/ AN(SP AN I STORY STORAGE RESIDUAL 5EWAGE WASTES BY A LICENSED HAULER, REMOVING THE Douglas E. Adams, Professional Engineer ' x PARKING PROVIDED O (RECENTLY REMOVED) Ibq 5F ENTIRE STRUCTURE(S), BAGKFILLING WITH SUITABLE SAND AND GRAVEL Daniel A. Weaver, Land Surveyor a W' 6W EL•1.4 -tb' 6W EL=1.2 b'4� TOTAL PROVIDED = 57 STALLS MATERIAL, AND PROPERLY COMPACTING. I STORY 341 5F WATER IN PAIN BPAA E HANDICAPPED PARKING PROVIDED = 4 STALLS STORAGE ABANDONMENT OF SEWER PIPING / \ ROM BROWN FINE I STORY THE A550CIATED 5EWER PIPING SHALL BE OUT AND GAPPED AS A FINE SAND O STORAGE 10,786 SF MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED 11,11100 SAND (sp) FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION S \ (SP) 150, O I STORY 15,076 SF IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. SANITARY DESIGN CRITERIA 4 CALCULATIONS •\ 5TORAIS I STORY\ CERTIFICATION REQUIRED I'fA O STORAGE 22,425 SF THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER SEWAGE DESIGN CRITERIA •\ IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A GROUNDWATER MANAGEMENT ZONE ZONE IV PROPOSED LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS •\ _ METHOD OF WATER SUPPLY = PUBLIC -, INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR BLDG. NO. USE GFA PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS THE ALLOWABLE SANITARY FLOW = 600 GPD/ACRE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BUILDABLE LANDS = 15.8545 AG x 600 GPD/AG = 1,501 GPD \ O I STORY STORAGE 62 310 Sr BE CONTACTED. • \ �,•� �•� PROJECT DENSITY SEWAGE FLOW \ i Zo \ EXISTING: 1000 0 •\ RESIDENCE: = 500 GPD -. o \ OFFICE: 2,702 SF ® 0.06 GPD/SF = 162 GPD \ L 15T OF ON-51 TP 5TORAGF_ TANKS MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD \ oRug gouTT GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/5F = Iqb GPD \ BOAT STORAGE: 61,205 SF ® 0.04 6PD/5F = 2,445 GPD \ TANK # SIZE (GAL.) CONTENT TYPE PROPOSED: \ BOAT STORAGE: 65,100 5F a 0.04 GPD/SF = 2A04 GPD 6 2000 GASOLINE AST OUTSIDE NON-STORAGE (BATHROOMS): 152 SF a 0.06 GPD/5F = Cl GPD •\ O \ i° 7 5000 DIESEL AST OUTSIDE TOTAL DENSITY = 6,11cl GPD \ now or formerly \ -t� 'P �Sfi 8 275 #2 FUEL OIL AST INSIDE DESIGN CALCULATIONS SANITARY SYSTEM NO. I \ \ North Fork \•\ "IS/, 9 275 #2 FUEL OIL AST INSIDE \ \ Project, LLG �-f 0,�, EXISTING: 'I0 275 #2 FUEL OIL AST INSIDE \\ \ \\\ .\'\ 'C/ GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/SF = Ig6 GPD '\ ` BOAT STORAGE: 61,205 SF ® 0.00 GPD/SF = O GPD "to TANK NUMBERS SHOWN AS ASSIGNED BY SGDHS OFFICE PROPOSED: BOAT STORAGE: 62,510 5F a 0.00 GPD/SF = o GPD d OF POLLUTION CONTROL NON-STORAGE (BATHROOMS): 152 5F a 0.06 6PD/5F = Ct GPD TOTAL DESIGN FLOW = 205 GPD r - - - - - -- -- - - NOW •ONOO PROPOSED IRE RED --- _- -- - ONno- \ •\ �0 = 205 GAL. - - ----- --- y\ \ G�� 0 •\ y1p METER PIT USE GEN-5 A5 MFG BY FUJIGLEAN USA = 500 GAL. 01\ �� '\ d PROPOSED 10" LEACHING \ o2v2\ O -y O^ �y S WATER SERVICE REG. 205 GPD / 1.5 GPO/S.F. = 137 5FSWA C�O,y so ll •\ 2�d II LEACHING GALLEY SIZE: NOTE: ALL CONDUITS BETWEEN PANEL AND a (� cj ,� •\ PROPOSED 2 4.75'W x 8.50'L x 3.00' DEEP = 7q.5 SFSWA TREATMENT TANK MUST BE SEALED TO PREVENT ~� •\� WATER SERVICE Os USE 4 GALLEYS ® 7q.5 SFSWA EA. = 515 SFSWA GAS LEAKAGE INTO PANEL. FOR WIFI COMMUNICATION DEVICE; \ Q° S y << DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 USE ALARM/CONTROL PANEL MDL#1045040 / �b WOOD Deck IR D C \ EXISTING O" RPZ PROPOSED : CONTROLLER "C" MFG BY SJE RHOMBUS �a \ NC. 0 • 8j5• sr� I� OFFICE: 2,702 SF ® 0.06 GPD/SF = 162 GPD METER / / ,ya p _ w b N \ ELECTRIC CONDUIT ALARM/CONTROL � � \ � woop � 2 RPZ IN MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD PANEL MDL#1041cl72 INCOMING SERVICE jyo/ \ d� t V0 Z Q HEATED NN \ POWER FEEDER TOTAL DE516N FLOW = 562 GPD CONTROLLER "A" / / \ (by(��/b0 lid �� $ ENCLOSURE Ay �� I/A oWTS MFG BY 5JE RHOMBUS Sb �i N o DEDICATED / N Q ^� a FRAME PROPOSED `� " o w / ~ GARAG N REQUIRED = 562 GAL. 2 BLOW-OFF CONTROL PANEL MOUNTED 15 AMP BREAKER n �8t b v� v ? / x USE GEN-7 AS 'MFG BY FUJIGLEAN USA = 700 GAL. N 4"x4" PRESSURE a . OVERHFJ�D W W . . o' '. .'.-� •'.'.• '.,'. . . ..•' x EXISTING WELL TO TREATED WOOD POSTS / ra \ M � Ln� � :�• -� •� '� ��� �� z LEACHING 120V AG, 10, bOHZ, 15 AMP POWER SUPPLY o o H zl � � �- 0 � Cq �, ". ••�'otdn:••.•. N a w BE ABANDONED REG. 562 GPD / 1.5 GPD/5.F. = 375 5F5WA MAIN #12-2 AWG WITH GND IN I PVC CONDUIT / \ 3 E �o ' o a o c :. / .' '.'%.'. . :: X °� LEACHING GALLEY SIZE: INSULATED SERVICE \ �� • • I / y I Z AIR WEATHER PANEL / \ oti 30 u� �s % . '. . 3N '. . 4.75'W x 8.50'L x 3.00' DEEP = 7g.5 SFSWA " / / _ USE 5 GALLEYS ® 7g.5 SFSWA EA. = 3g8 5F5WA BLOWER ESISTANT / >C1'StIN a t ^'bc7 0 C) / \ au- BLOWER SAiGITA M \ SYS�EN('.TO gE.. ' • .. / 1 oos 1 tUj NOTE ENCLOSURE / . I.' 10 O t! 04 �z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT I HARDWIRE / x �, E ztX 10, I PROPOSED FIN. GRADE / \\ D ON �6 48. x: ABND�NED� . . . ll \ 2p, tiUj N WATER SERVICE PROPERTY. ELECTRIC SUPPLY O\�\, / / 02. w TO BLOWER \ oN . / j� .: .: : � � 24. y / ' �EXI.St1NG. WE1�L.•' '' • i / TO FUJIGLEAN GROUND 5JE RHOMBUS AIR BLOWER / O L,hTEl ,4i: �/�,•� a OWTS SPLICE BOX CONTROL / / / w _ ' 2 d '/. ABANDON •• 't,^ cF � ' NEW / w a ENGINEERS CERTIFICATION AIR LINE TO llvn E 3 HANDICAPED ouna� roan, PANEL / /•'.' .'.' l •. .. O �4 STIR/ / 8 1 PARKING° d LECTRICAL SUPPLY FUJIGLEAN OATS / / j• '. . . • • i 9/0 �k J SIGNS / Uw I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE a sf \ . 1, RAMP 0 DISPOSAL SYSTEM(5) FOR TH15 PROJECT WERE D - ME CONTROL PANEL 4 BLOWER ELECTRICAL ONE-LINE DIAGRAM / �' ' ' �: �' - - - 1 NEW ° l o N � OR UNDER MY DIRECTION. BASED UPON A GA Af4b t GH \ ti /' / /., / ��4 T y I HANPARKING" 4 2-33' a� 3 �' w 13 STUDY OF THE SOIL, SITE AND GROUNDWATE M Ik •:.'. :4 // D• M z Y FACILITIES AS PROPOSED CONFORM TO TF ;::.,,• / 434 i '' SIGNS .. J r f F. ^e•t U o DEPARTMENT OF HEALTH SERVICES CONS T T A �� /� ! /. : .'• / t 2 STORY < o = z EFFECT A5 OF THIS DATE. ';� WELL _ '' _ • ' FRAME '•'•'! ;• /' •''•' . x / \ho Fk/ 44. >o b � - ! BUILDING m o m S 0 9.0' 2 u' /73 T//�/G �a n 1 (no bsmt•) t ova, J, :t �• /l t, r o : . .' �.. . - . �. . • .// i, .i E (aR�JSF � 5T { 40.5' NEW a ; 08 ) c / / ?36, t�� ST 4' /� m „NO ARKING" �p A 0 3 l:: M RY \ �/ �` GG SIG N.Y.S. L.S. NO. 458g3n 'Qp� Pam % . . 0 0 \ eV o o 0 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61485 % 0 , �o / / / /-y � �/1/p /e//1/(; h \ �°�io ELEC B a DOUG AS E. ADAMS, N.Y.S. P.E. NO. SOSg7 ES$I�N t LO o �� x I GQ h O/ /• I NEW NO PARKING" CONFORSIGN s FINISHED GRADE AT TOP OF WALL ;'; EXISTING SANITARY :: . I : . : I I ;h SIGN / LIFT CK SHALL BE DESIGNED FOR PROPER = / �/ SYSTEM TO REMAIN °� " '. 1 I O / DRAINAGE TO PREVENT PONDING. / / �,\ . • .•\ '.' $TOR SACK EXISTING SURVEYORS CERTIFICATION (SGDHS REF# T12.o o \ \•• \ �12 41 �s.?� 2 STORY mmga4Ttnttt• 8" LOW PERMEABLE SOIL / 0/ \ ' '\ tt sf) '' TI3 OFFICE BUILDING 810.0 4S o I • FI HEREBY CERTIFY THAT THIS MAP WAS PREPA _ ING// / GFA=2,702 SF (DRY) 9.55 t� 4 ! •. • PRO OSED AND BOUNDARY AND TOPO �' l 5 / - \ \• -'••: '\ t �4p oivo / OFFICE RECORDS, ' �. '• '•' � .S 9.30 \ o FIRE INE MADE BY US, AND/OR UNDER OUR DIREGTIO F 11� lv / e / '' •.;.::.. VENT N / PROPOSED E-ONE .' •� : : .� •.' .: •::•.. h 2o° s. PROPO ED m CONTROL PANEL ��P P�D W y O `� / / s� GR,ar I TY. WI LL\' i ` s.ao 4 , t 9.40 FORGE AI N , ® p . ., '`�NQT..RE ?IyNIfi�G?� TAR1' ��:,• !t \ 8 / � I PROPOSED E-ONE r '` :w� c) BLOCKS AS MFG. BY I '. ,:,...:1 N REGON WALL SYSTEMS •^ t / / EXISTING \' :• \ • : ' . .c� o I DUPLEX PUMP STATION ,. �. OR APPROVED EQUAL r `-r o I STORY \ •.:•.''::- T1.8; 1 o� STOR WATER S RVIGE o ., _ / 6.a' \ BU DING a I r O ' �� IL �r►r .. z� FRAME HOUSE 2 r \ �Bi0.5• :. a saw OGP w f 4, } ' / 1,610 sF / s� i NEW SANITARY SYSTEM NO.2'� L��.\ o s. , s.; �` Lk Q W `" l l d 700 GALLOhI IS AM • • . I � HOWARD W. YOUNG N. . L.S. N 458g3 � y• ✓- " "„ / / 1 n.(n O J ST I I I \. \ �m .. . . . . . v x ' K FLOATING i ~ r �"N b' 3�T \ Tit 2 : a s o N M (5) 4.75Wx5.50Lx3.00 D P 3I z II N O U l I l 11.8' e .• { `' ; LEACHING GALLEYS °s Tis ,4.,' " W� m .M ,':: ~'z' "H "' o o \ Boo'.. :•.� z / v 50% FUTURE EXPANSION +:.. \. ,e .�.. • �.,.. :; / 4D. >�� �� �-\:.-=..'r. .t,2,o• jj u tlllltfo BOAT STORAtGE BUILDITUGS W MIN. 12" DRAINAGE ZONE / WELL / o rfi �� .�•-•-•...... •-•-•- ...... - - \. \ \I31Q5 1 lffJ��Jeoi, F.FL$3 %0 °•.%••e: :•'' '.. (5/4" CRUSHED STONE x PROPOSED LOCATION �•'- •-•'. '.\•. •. •'.\II : f / i e e• Y 3 -� FOR OWTS CONTROL \ . I , 9 5TRONC� 5 YACHT CENTER I / GRAB DRNE)NA z4 PANEL BLOWER \ • ' V. '• o at Mottituck, Town of Southold DRAIN M 4 } = µ (b° MIN) \ \ \ \ ,cos \ 1 m Suf fo Ik County, New York T°D - '�•'?;'."01 wa / / - - PROPOSED 2" \•• . ;,;�;-� / REVISED SITE PLAN a / / � WATER-SEB�IGE \ I I I UNREINFORGED CONCRETE OR ji / / a N CRUSHED STONE LEVELING PAD o UTILITY PLAN N (6" MIN. THICKNESS) ``� �N�p WfRES�yp . . 1 . ; I / X BELGI EX15TING WATER SERVICE �,u` d 1000 106 06 10 BLOCK ; ; I ; : '�•;• f -1 / COMPACTED 5UB-BASE srpNE pRJv�ygy FENCE TO BE ABANDONED •. • ' ' • I . :PPI P0 � u1 0 County Tax Map District 1000 Section 106 Block 06 Lot 15.4 a EXISTING WELL TO BE I ..LINT*.. / - O a J l MAP PREPARED JUL. 05, 2018 / \\ : . : : I • - '. : ! o 03�+U � REVISION Record of Revlslons DATE USED FOR IRRIGATIO ; I I . . •� I , L!3 v cr GRAYI TY RETAINING WALL U L 2Q' PURPOSES ONLY . I ' . • . ADD TANK D INFO APR 08,2019 W I : 1 /� m RAMP FLOATING DOCK NYSDEC JAN 02,2020 \ O \ 0 1 5( N • ;I : I : �= BOSCOLA RESIDENCE FEB 10,2020 o EP,p.M d,Ln .i' 1 f SANITARY&DRAINAGE JULY01 2020 o G�RPGE emu? I \ , : . : \ '. I ft O Z o= DOCKS&HSCDHS IWM MAR 08.20201 \ DOCKS MAR.12,2021 MULTIPLE MAY 04 2021 MULTIPLE OCT 18,2021 \ �,� \ K : I : \ •• •• qI. 1l �j SCDHS N0IA#3 JAN 03,2022 \ CLQB I 1• I'1 x SCDHS NOIA JUNE 05,2023 gO0 9 WATER MAIN/SERVICES JULY 11,2023 SCDHS NOIA#12 OCT,16,2023 REDUCED SCOPE JULY 17,2024 �;\ xl; ; '• ,, FIRE ACCESS APR.08,2025 N ix�: : i I : . . 1 I �� JUL 17 2025 m I o I II II I E II 1 ' ! SOUTHOLD TOWN PLANNINGEOARD 40 O 20 40 80 120SE VIC E( ).TO 60.tWELL Fi;zoMlTHISEiiSTNq Scale: 1" = 40' JOB NO. 2017-0165 DWG. 2017_0165_91te plan-2 5 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 24" (TYP) I/A OWTS NOTES 400 Ostrander Avenue, Riverhead, New York I1901 FUJICLEAN CEN-5 TRAFFIC BEARING SLAB PROVIDE CLEANOUT tel. 651.121.2505 fax. 651.727.0144 I. THE DESIGN ENGINEER, FUJICLEAN USA (SEE DETAIL THIS SHEET) @ FACE OF BUILDING admin@youngenglneering.com f REPRESENTATIVE, AND SGDHS REPRESENTATIVES :>, •.. RISERS&COVERS WITH ". . • SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEAGHIN6 SYSTEM. APPROVAL FROM ALL 4"DUCTILE IRON 1.000/0 4"DUCTILE IRON 4"DUCTILE IRON NEW 1 STORY BOAT . , @ ° o o Y It r' "�" ' THREE PRIOR TO BAGKFILL. TRAFFIC BEARING SLAB HEAVY DUTY& @ 1.000% SAFETY LIDS @ 2,000% STORAGE BUILDING HEAVY DUTY& MFG BY TUF-TITE OR I LOCKING CASTING LOCKING CASTING APPROVED EQUAL I AIR LINE TO FFEL=10.00 TO GRADE N Howard W. Young, Land Surveyor ( «' "� 2. THE SYSTEM START UP WILL BE COMPLETED FIN.GRADE TO GRADE TRAFFIC BEARING SLAB RIMR9 2 RIM=9.4 BLOWER Thomas C. Wolpert, Professional Engineer _j'tq'_jUNDER THE DIRECT SUPERVISION OF A FUJICLEAN RIM=9.2 Douglas E. Adams, Professional Engineer ` g USA REPRESENTATIVE. : � 4' Daniel A. Weaver Land Surveyor `'• $ "'� t� 5. AN EXECUTED OPERATION AND MAINTENANCE .... `__.._.-......... � -AIR LINE- . ,*jj CONTRACT BETWEEN THE MAINTENANCE PROVIDER .. AND PROPERTY OWNER MUST BE SUBMITTED TO THE 7 IE=7.50 IE=7.60 SUFFOLK COUNTY DEPARTMENT OF HEALTH IE=7.07 IE=7.18 IE=7.28 IE=7.33 5" VENT 0 6.5O'Lx4.75'Wx5.00V HOLE SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A .�* °' OWT5 RE615TRATION BY THE SGDHS IN LEAGHIN6 GALLEY 4 p„ ffANITARY DESIGN CRITERIA $ CALCULATIONS I °� ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK SEE DETAIL FORBOT=4.4000UNTY SANITARY CODE. CONCRETE DISTRIBUTION MANHOLE OWTS COMPONENTSEWAGE DESIGN CRITERIA TOTAL OF (4) GALLEYS 318 SFSWA PROVIDE END CAP LEVELING DEVICE MDL#SL-4 MFG BY TUF-TITE OR APPROVED GROUNDWATER MANAGEMENT ZONE = ZONE IV f " EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.83 METHOD OF WATER SUPPLY = PUBLIC HIGHEST EXPECTED HIGHEST EXPECTED ALLOWABLE SANITARY FLOW = 600 GPD/ACRE I` i' - GROUND WATER EL=1.40 GROUND WATER EL=1.40 BUILDABLE LANDS = 15.5545 AG x 600 6PD/AG = C1,501 GPD 500 GAL. I/A OATS PROJECT DENSITY SEWAGE FLOW I. ; ° e MDL. CEN-5 MFG. BY FUJICLEAN USA EXISTINGV'l : E RESIDENCE: = 500 6PD OFFICE: 2,702 SF @ 0.06 GPD/SF = 162 GPD #4 BARS (TOP) AND #6 BARS (BOTTOM) HYDRAULIC PROFILE SANITARY SYSTEM NO.I MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD 133" mmT�.l peurc SCALE: I"=4' GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = la6 GPD BOAT STORAGE: 61,205 SF @ 0.04 GPD/SF = 2,448 GPD PROPOSED: TRAFF I G BEARING SLAB (H20 LOADING) BOAT STORAGE: 65,100 SF @ 0.04 GPD/SF = 2,604 GPD 4 TYP I GAL RE I NFORG I NG FOR ACCESS HOLES NON-STORAGE (BATHROOMS): 152 SF @ 0.06 GPD/5F = r-i GPD SCALE: NTS 11' 5'-0" 5'-0" TRAFFIC BEARING SLAB 10' TOTAL DENSITY = 6,119 GPD 4"PVC @ 1,000% 4"PVC @ 1.000% RISERS&COVERS WITH HEAVY DUTY&4"PVC @ 2.000% 4"PVC @ 2.000% DESIGN CALCULATIONS SANITARY SYSTEM NO. I #4 BARS ® 12" EACH WAY M LOCKING CASTING EXISTING HEAVY DUTY& SAFETY LIDS AIR LINE TO 2 STORY EXISTING: TRAFFIC TO GRADE - HEAVY DUTY& LOCKING CASTING MFG BY TUF-TITE OR LILOWERT_ GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = 146 GPD TRAFFIC BEARING SLAB BEARING SLAB TO GRADE APPROVED EQUAL RIM=10.8 FRAME BOAT STORAGE: 61,205 SF @ 0.00 6PD/SF = O GPD � N LOCKING CASTING FIN.GRADE FIN.GRADE TO GRADE RIM=10.0 RIM=10.0BUILDING RIM=9.4 FFEL=9.6 PROPOSED: HEAVY DUTY& BOAT STORA&E: 62,510 SF @ 0.00 GPD/5F = O GPD #6 BARS ® 6" EACH WAY "' - IE=8.60 LOCKING CASTING NON-STORAGE (BATHROOMS): 152 5F @ 0.06 GPD/SF = Ci 6PD TO GRADE TOTAL DESIGN FLOW = 205 6PD --AIR LINE---- RIM=6.9 TRAFFIC BEARING SLAB SECTION - �,o R I/A OATS SCALE: NTS 5" VENT IE=7.50 IE=7.60 REQUIRED = 205 GAL. PIE=707 IE=7.18 IE=7.28 IE=7.33 HOLE USE CEN-5 AS MF6 BY FUJICLEAN USA = 500 GAL. q 8.50'Lx4.75'Wx5.00'D • Cl) LEACHING GALLEY 4'-0" �_ '> LEAGHIN6 4'-0" SEE DETAIL FOR CONCRETE MA HOLE z REQ. 205 GPD / 1.5 GPD/S.F. = 137 SFSWA G.I. FRAME 4 COVER- GAMPBELL BOT=4.40 --•_ACHI 7 -- -- -- - CONCRETE DISTRIBUTION MANHOLE OWTS COMPONENTS LEAGHIN6 &ALLEY SIZE: FOUNDRY PATTERN NO. 1007G, OR PROVIDE BAFFLING AS APPROVED EQUAL. TOTAL OF (5) GALLEYS 398 SFSWA PROVIDE END CAP LEVELING DEVICE DIRECTED BY ENGINEER 4.75'W x 8.50'L x 3.00' DEEP = 7�i.5 SFSWA M MDL#SL-4 MFG BY TUF-TITE OR APPROVED BOT=2.42 AND/OR REQUIRED BY SCDHS USE 4 6ALLEY5 @ 7a.5 5FSWA EA. = 518 5FSWA EQUAL FOR ALL DISTRIBUTION OUTLET PIPES HIGHEST EXPECTED HIGHEST EXPECTED IE=0.72 ASPHALT PAVEMENT GROUND WATER EL=1.40 GROUND WATER EL=1.40 OD IE=0.52 DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 134'±OF 1.25"DIA. EXISTIN6: 700 GAL. I/A OATS HDPE DR9 FORCE MAIN OFFICE: 2,702 SF @ 0.06 GPD/5F = 162 GPD MDL. GEN-7 MFG. BY FUJICLEAN USA MARINA: 40 BOAT SLIPS @ 10 GPDBOAT SLIP = 400 GPD PRECAST GONG. COLLAR PROVIDE CLEANOUT 24 TOTAL DESIGN FLOW = 562 GPD BOT=-2.60 @ FACE OF BUILDING 5'-0° 1/A OATS REQUIRED = 562 GAL. HYDRAULIC PROFILE SANITARY SYSTEM NO.2 E-ONE PUMP STATION USE GEN-7 AS MFG BY FUJICLEAN USA = 700 GAL. w 6" GLEAN SAND 4 GRAVEL WITH CONCRETE MANHOLE nuna+�-gontt, ER 1 -4 LEAGHIN6 > STOPPER OR END PLUG REQ. 562 GPD / 1.5 GPD/S.F. = 575 SFSWA SEWER PIPE LEACHING GALLEY SIZE: 4.75'W x 8.50'L x 5.00' DEEP = 79.5 SFSWA 500 ELBOW EL=8.1 FIN. GRADE USE 5 6ALLEY5 @ 701.5 SF5WA EA. = 5a8 5FSWA Z EL=9.7 FIN. GRADE NOTE BUOYANCY CALCULATIONS THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT PROPERTY. 4" DUCTILE IRON MATERIALS d JOINTS EQUIVALENT TO WATER MAIN PUMP STATION 600 WYE Ln WATER SERVICE SANITARY 5EWER LINE STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TI6HTNE55 PRIOR TO BAGKFILLIN6 ONE (1) V DIA. x 8' DEEP PRECAST CONCRETE STRUCTURE WITH 8 INCH REINFORCED WATER MAIN JOINTS CONCRETE BOTTOM SLAB AND 8 INCH REINFORCED CONCRETE TOP SLAB WEIGHS ENGINEER'S CERTIFICATION BOT OF PIPE=5.1 SHALL BE 10' MINIMUM SEWER LINE JOINTS SHALL APPROX. 15,500 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. ouiea gong TYPICAL CLEANOUT DETAIL FROM POINT OF GRO551N6 BOr OF PIPE=8.5 BE 10' MINIMUM FROM N I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE z_ MATERIALS JOINTS EQUIVALENT TO WATER MAIN POINT OF GROSSING THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 4.00 DISPOSAL 5YSTEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME FOR AREAS SUBJECT TO VEHICULAR TRAFFIC iv (1.40 MINUS -2.60). OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 1.25" HDPE DRq � STANDARDS OF CONSTRUCTION AND PRESSURE TESTED SANITARY SEWER FORGE MAIN oo TO ASSURE WATER TIGHTNESS PRIOR TO BAGKFILLIN6 IS" DRAINAGE PIPE—) THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL TOP OF PIPE=7.5 SUBMERGED DEPTH (51.6 5F)(4.0) = 126.4 OF. FACILITIES, AS PROPOSED, CONFORM TO THE 5UFF - TY TOP OF PIPE=1.6 DEPARTMENT OF HEALTH SERVICES CONSTRUG �TANIi IN THE WE16HT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE EFFECT AS OF THIS DATE. W = 126.4 OF x 62.4 L55. PER OF = 7 887 LBS. A,, PS E 0 W'4 � , � USA 10'-0" 10'-0° C. ��� � USA 10'-0" 10'-0" APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ONQ. t«AAA:eYu«u�H.. MIN. MIN. T,A,TIrI,AHu�N�... I_ MIN. MIN. THE PARTIALLY SUBMERGED STRUCTURE 15 7,887 x 1.5 = 11,851 L55. 01 ' JOINT JOINT w CEN-5 JOINT JOINT CEN-7 THE DOWNWARD FORGE OF 15,500 LBS. EXCEEDS THE UPWARD FORGE (INCLUDING i' 2 , Structural Drawing Structural Drawing SAFETY FACTOR OF 1.5) OF 11851 LB5. AND, THEREFORE, BUOYANCY IS NOT A ��� `� '` Fo 80891 DATE: 1 07/01/2014 SCALE: 1/2"=1" DA7 E: 07/01/2014 SCALE: 1/2"=1" CONCERN. HOWARD W. Y QN�, N.Y.S. L.S. O. 458cl5n WATER SERV I GE/SEWER (FORGE MAIN) GROSSING DETAIL SEWER L I NE/DRA I NAGE PIPE CROSSING DETAIL THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61485 DOU6LAS E. ADAMS, N.Y.S. P.E. NO. 80541-7 NTS NT5 r s o -1/2' VENTILATION PIPE POURED CONCRETE INVERT r ttn mm SCUM B I Sedimentation(CHAMBER Volu3m9e(gal) 5 RVEYOR S CERTIFICATION ACCESS STEPS -11 -s -1 (2 Anaerobic Filtration Chamber 396 • 1 HEREBY CERTIFY THAT THIS MAP WAS PREP 6 Q3 Aerobic Contact Filtration Chamber 181 JUL 17 2025 OFFICE RECORDS, AND BOUNDARY AND TOP 5� I CJy 5 MADE BY US, AND/OR UNDER OUR DIREGTIOr vJ.iHOLD TOWN Y- �Storage Chamber 90 5 W.N1/2' VENTILATION PIPECHAMBER Volume al ECIRCULPTION: SCUM BAFFLE B (g ) 3 AIR LIFT PUMP © Disinfection Chamber 6 PLANl�ING BOARD C QI Sedimentation Chamber 277 Total Volume ]069 Tk DISINFECTION Anaerobic Filtration Chamber 278 CYLINDER (OPTIONAL)S '-10 ' 7 '-0r N (a) Aerobic Contact Filtration Chamber 127 r- F ECIRCULATION ® Storage Chamber 63 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS �_:,rr_ 6: ACCESS OPENING C) a.- o AIR LIFT PUMP © Disinfection Chamber 4 A 4 A Anaerobic Media PP/PE Filling Rate 32/0 10� �3 DISINFECTION Total Volume 749 4'-3 ! Board Type Aerobic Media PVC/PP/PE Filling Rate 17% FINISHED GRADE �' / CYLINDER (OPTIONAL) o S 4 5 ft , © Aerobic Media PP/PE Fillin Rate 55/o Blower 2.8 cfm g G.I. FRAME 8 COVER- GAMPBELL ADJUST TO GRADE WITH RED ��� H. YOUNG, N. . L.S. N 458a3 4' INLET PI ' OUTLET PIPE FOUNDRY PAT. NO. 1007G, OR EQUAL. q SPECIFICATIONS FFLUENT Tank FRP BRICK 4 MORTAR (MIN. OF TWO A� 4 JA Anaerobic Media PP/PE Filling Rate 32% INLET BAFFL AIR LIFT PUMP piping PVC/PP/PE COURSES 4 MAX. OF 15) 4'-0 ' © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% 03 Access Covers Plastic/Cast Iron Aerobic Media PP/PE Filling Rate 1 57% C Disinfectant(Optional) Chlorine Tablets PRECAST N 6o #4 BARS @ 8" O.G.E.W. BOTTOM Blower 2.8 cfm TOP SECTION � BOAT STORAGE BUILDINGS FFLUENT Tank FRP IR INTAKE 24" STRONG S YACHT CENTER AIR LIFT PUMP RECIRCULATION PIPE LOW BAFFLE Ci - I 0.12 CIRCUMFERENTIAL /FT, OF HEIGHT INLET BAFFLE -�- I 'I GIRGUMFERENTIAL REINFORCEMENT 1 0 Piping PVC/PP/PE Access Covers Plastic/Cast Iron FLOW OPENING (TYP. (CLEANING OPENING) B 5" at Mattituek Town of Southold Disinfectant(Optional) Chlorine Tablets PLAN VIEW PRECAST �` ° N SEALING Suffolk County, New York E RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE n FLOW OPENING (TYP. (CLEANING OPENING) B RISER a MANHOLE BUTYL PLAN VIEW ISINFECTION 4' MANHOLE 71> STEP RUBBER REVISED SITE PLAN N 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) WATER SANITARY DETAILS a 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION 4' MANHOLE LOW OPENING x CYLINDER (OPTIONAL) PRECAST 1000 106 06 IO LOW OPENING MAIN BASE 3'-3" a GLASS A CONCRETE 11 • 1,_1 , MAX. INVERT SHALL BE Count Tax Ma District IOOO Section I06 Block 06 Lot 13.4 � � ❑ARD TYPE :r � CAST IN PLACE IN y p Q 1'-2' BOARD TYPE - �f CONTACT MEDIA THE FIELD. l4 CONTACT MEDIA ID ,:-:; ;••; •. ••.,•.• MAP PREPARED JUL. 05, 2018 �- 4'-0' LOCK JOINT REVIs1oN Record of Revisions DATE FLEXIBLE SLEEVE © © NOS NYSDEC NOV 20 20 MONOLITHIGAL BASE SLAB NYSDEC JAN 02,202020 ESEMBL ATION REINFORCEMENT #4 BARS 8" O.G.E.W. TOP SANITARY RESIDENCE FEB 01,2020 ® ASSEMBLY SANITARY&DRAINAGE JURY Ot,2020 NOTES: SCDHS NOIA#2 DEC 15 2020 5'-5' 5'-5' ECIRCULATION 6'-0 . © b'-0 ' DOCKS&HWM MAR.08,2021 ASSEMBLY ® 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. 0-478, LATEST REVISION STANDARD SPECIFICATIONS FOR DOCKS MAR.12.2021 MULTIPLE MAY 04 2021 4'-4�' 4•_36' © 4_27, 5' 1' 4'-11' (2) 4'-Ill PRECAST REINFORCED CONCRETE M.H. SECTIONS. MULTIPLE OCT 18,2021 8 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,5 OR 4' HEIGHTS AS REQUIRED. SCDHS NOIA#3 JAN 03 2022 SCDHS NOIA#4 MAY 06,2022 0 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF 5.0.D.P.W. SPECS. SCDHSNOIA#9 JUNE05 2023 �3 0 3 EROBIC MEDIA 4. LOADING TO CONFORM T AASHTO H-20 LOADING SCDHS NOIA#12 OCT.16,2023 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60 OOPSI REDUCED SCOPE JULY 17 2024 N EROBIC MEDIA A FIRE ACCESS APR.08,2025 ERATION ASSEMBLY 6. WELDED WIRE MESH TO CONFORM TO A.5.T.M. A185 Fs=65,000P51 m 7. CONCRETE TO BE 4,0001=51 @ 28 DAYS ERATION ASSEMBLY 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP 4 BOTTOM STEEL. Scale: AS SHOWN SECTION A-A VIEW JOB NO. 2017-0165 SECTION B-B VIEW SECTION A-A VIEW SECTION B-B VIEW TYPICAL SANITARY SEWER MANHOLE DETAIL DWG. 2017_0165_site plan-2 6 OF 15 THIS RVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE UCATION SHOWN HEREON LINES TO NG STRUCTURES ARE FOR A ECIFIC PURPOSE NOT BE USED NES OR CTION OF S OF G THE LAND 'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD (IINDICATEDOHE EON SHALL RUN ONLY ADDITION TO THEP PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THETITLE COMPANY,LAW. (GO DISTANCES AGENCY AND LENDING INSTITUTION USTFD HHEEREON.AND TO THE ASSIGNEES OFF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT ESTABLISH TRANSFERABLE TOUADDITION�N�ETUTIONS OR�SU�WENT OWNERS.THIS THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED 4FROM OTHERS. LIGHTING SCHEDULE 400 Ostrander Avenue, Riverhead, Ne W York 11901 tel. 651.121.2503 fax. 651.121.0144 SYMBOL QTY. LUMINAIRE TYPE HST. LUMENS L.L.P. adminayoungengineering.com N M WATT LED LUUSTRI MFG. BY LSI INDUSTRIES INC. / oa® q GAT. NO. AREA 14' '1,550 1.0 PASU-S-LED-LW-NW-UE-BLK, Howard W. Young, Land Surveyor OR APPROVED EQUAL Thomas G. Wolpert, Professional Engineer Dovglos E. Adams, Professional Engineer M WATT LED PATRIOT WALL SCONE Daniel A. Weaver, Land Surveyor W E Iq GAT. B LSI INDUSTRIES INC.O WALL 14' 5,500 1.0 XPW55-FT-LED-48-450-NW-UE-BLK, k} 1I I ES OR APPROVED EQUAL MF66. BY L51 IN DUSTRIES TRIES INC. GAT.NO. PASU-S-LED-LW-NW-UE-BLK, 13 WATT LED WALL LIGHT OR APPROVED EQUAL S 0 �_ G-O 10 GAT. BY LSI INDUSTRIES INC. O WALL 10' I,"i65 1.0 W1-5-15W-45K-5Z, \ �{ OR APPROVED EQUAL Q � 4" SQUARE ALUMINUM POLE MFG. BY LSI INDUSTRIES INC. t GAT. NO. 450155 OR APPROVED EQUAL. 3.45 262 Jz + + + + + + + + +4 FOOTCANDLE STATISTICS ?2 wATT LED PATRIOT MALL SCONE 1.64 1 04 2.99 10.6 11.2 3 38 2.18 3.35 :++24 �4+ + + + + + + + t MFG. BY L51 INDSTRIES INC. 0.300.38 0.74 1.53 505 11.2 587 165 0.86 1.98 521 547 2.50 2.84 3.73 25 ?, MIN. MAX. AV&. GAT. No. + + + + + + + + + + + + + + + + + + + + + + ` �i XPW55-FT-LED-46-450-NW-UE-BLK, uI 0.28 0 11 0.06 0.19 1.00 572 0.53 0.21 0.88 0.99 t51 1.48 213 324 2.20 093 054 081 142 1.53 1.29 1.71 1.77 3 1 OR APPROVED EQUAL QN + + + + + + + + + + + + + + + + + + + + + + + + + + 0.00 12.85 1.'18 024 053 034 0.11 0.08 0.38 2.0 ' 2.15 0 41 2 55 3.20 1.80 0.84 0.77 0.61 0.37 029 0.32 041 0.48 0.60 0.60 0.67 O. 5 JY + o.09 0.05 013 0.54 1.05 0,41 0 10 0.14 0.95 4 06 4.19 245 063 0.30 023 018 013 014 019 0.28 0.38 0.38 0.32 0 4 + + + + + + + + + + + + + + + + + + + + + + + + LIGHTING NOTES 0.35 0 26 0 08 0 07 0.29 1.3 1.58 0.36 0.10 0 7.14 6.12 3.88 069 018 0.10 008 0.07 0.07 011 033 0.66 0.49 0.27 + + + + + + + ALL PROPOSED OUTDOOR LIGHTING FIN. GR. 001 0.03 0.11 0.69 2. 1,60 5 5.78 4.58 1.07 020 0.07 0.05 004 005 009 055 1.61 1.06 0.66 FIXTURES SHALL BE SHIELDED ON 0.o5 o 22 6.19 5.25 1.18 0.19 0.06 0.04 0.04 0.05 0.20 1.23 367 2.34 2+6,t 1 1 THE TOPS AND SIDES AND I I(-III-III •� I I-III-I 11= + + + + + + + + + + + + + ii E DIRECTED STRAIGHT D0kAI o -III=III=I I �. III-III=I 0.26 0 5 23 4 52 1 42 0 25 0.07 0.05 0 05 0 12 0 57 2 06 2.99 4. L 0 + + + + + + + + + + + + + I NG m 1.04 1 5 426 418 142 0.27 0.09 0.08 015 038 1.32 292 4.14 7 6� °'""""'""'""'"'"""""""""""'° •'n + + + + ` 2" ELECTRIC, CONDUIT 101 4.2 2.49 2.41 1.34 0.33 0.11 0.10 0.25 0.58 1.07 1.28 21 i� (BURY2'-0" MINIMUM + + + + + + + + + BELOW GRADE) 24 0.55 1.11 1.06 092 0.35 0.14 0.11 0.41 1.19 0.95 070 .02 + + + + + + + + + + + + S II 009 0.19 0.75 0.86 1.04 0.44 0.14 0.16 0.92 2 41 1 71 1.3 �� FIN. GR. 24 + ` + + + + + + + + + 6 0111 1.81 1.89 1.95 055 0 17 0.36 1.70 3.07 4.32 1 2 JNALL MOUNTED LIGHT AREA L 19HT + + + + + + + + + + . 2 2 83 4.12 3.03 0.90 0.39 1.06 3.25 308 1 N.T.5, NTS + 1.10 1 4.75 4A6 1.52 0.68 1.34 2.00 318 S tt + + + + + + + + tS L 0.20 0 8 7.42 6.81 2.42 112 0.94 0.87 1. + + + + + + 0.16 0.3 659 6 30 3 14 2,11 1.28 0.89 �1, Q� + + + �4 �� tt F 2.46+ 8+66 7.34 4.13+ 4.12 2.47+ 2 9 57 4.28 49 4.94 4.58 3.53 4. t ry,/�Q AF Q + + + + + l ry 4-m 4 3 0.75 5.84 4.67 5.19 4.60 7 2 -0 =O AZO 016 2.82 2.52 2.62 2.66 + + + + + + + + + + + + + (v^ 001 002 .0 0.37 3.18 2.40 5.21 5.14 4.66 2.03 2.14 1.51 1.20 d k i t + y + + + + + + + + + + + + + + + + + t �> 0'f 0 03 0.14 1 26 335 3 09 8 21 5 95 3.89 2.23 2 81 3 81 3.45 2.46 1.95 3.14 3 11 3 89 2.76 3.17 2.10 1.6 � + + + + + + + + + + + + + + + + + + + + + + + + + + 0 2 0.03 0.13 0.92_3.1 .74 3.18 2.30 4.36 4.87 4.80 2.19 2.14 3.97 3.16 3.30 2 04 2 52 3 43 2 92 2 73 2.24 2 35 1 79 1 76 2 70 3 64 4.46 2" STONE BLEND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � t� 0.03 0.05 0.09 053 284 7.21 5.56 402 2.18 2.58 366 325 257 1.94 2.91 3.07 391 2.59 241 3.12 2.35 2.48 1.95 1.76 1.35 0.94 090 0.93 0.62 0.47 1.02 3 18 3.20 S + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.09 0.12 020 045 1.38 3 57 4 27 4.45 2 21 201 377 314 3.48 220 259 3.79 277 267 2.18 215 167 145 134 1.26 0.85 0.52 0.43 0.53 0.45 022 0.16 016 0.24 0.22 0.37 1.12 1.95 304 4� 0.17 0.21 0.21 0.23 0.35 1.04 2.55 3.01 3.39 2.56 2.28 2.79 2.10 2.19 1.81 161 1.19 0.80 0.75 082 0.55 0.31 0.25 0.29 034 018 011 009 0 13 011 007 006 0.06 0.08 011 0.26 0.52 071 1 l �S Ir 49 0.64 0.56 0.42 0.47 0.99 1.61 1.36 1.14 1.11 1.08 0.69 0 42 0.35 045 042 021 0.16 0.15 0.22 0.17 0.11 0.11 012 0.12 0.09 0.07 0.06 0.05 0.05 0.05 0.05 005 0.06 009 0.17 0.27 0.43 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �' �' .',�_`/�°+,,;,`�,;• ,/`t.,,"v �:••; 77 .84 1.96 083 0.42 0.43 0.34 0.22 020 0.23 0.29 0.17 0.11 0.10 013 013 0.10 0.10 0.11 0.12 0.12 0.14 017 018 0.16 0.13 0.09 007 0.06 0.06 0.07 0.07 0.07 0.08 011 016 0.24 0.41 1.13 3.08 '� ": ENGINEER'S CERTIFICATION 4. O 545 1.46 0 43 025 016 0.12 011 012 0.12 0.11 0.11 0.10 0.10 0.10 013 018 0.20 021 0.21 0.26 038 0.49 043 0.28 0.17 0.10 0.10 0.12 0.15 0.15 0.13 0.11 0.12 0.17 0.34 0.77 1.63 3.51 4.95 8.49 t ^9,• . 1 .2 5.77 1.51 045 027 0.24 0.24 021 017 0.16 0.20 0.21 0.20 0.17 0.17 025 0.40 0.54 0.51 0.45 0.57 1.23 201 1.63 0.76 0.30 0.17 019 0.27 040 0.42 032 022 017 021 0.38 088 1 94 3.02 2.88 3 01 1.49 49 4" RECYCLED CONCRETE I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i BASE COURSE DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 3 4 2.18 0 87 0 41 0 41 0.57 0.66 0.52 0.36 0.34 0.46 0.58 0.51 0.37 0.33 0.53 1.30 2.21 1 83 1.01 1 08 3.32 7. 547 1.65 0.46 0.25 0.33 076 1.53 1.71 1 01 046 031 036 057 0.70 0.77 127 2.30 2.11 0.7 '0 25 0.11 OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH + + + + + + 6" STABILIZED SOIL BASE STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 0.7 0.60 040 041 0.85 201 2.81 1 75 082 0 71 1.46 2.41 1.90 0.89 0.53 0.96 346 8. 581 1 445 1 0. 1 1.77 5 45 78 2.69 0.84 0.49 0.83 1.75 2.23 1 38 0.67 0.72 1 04 b`�0 0.07 FACILITIES, A5 PROPOSED, CONFORM TO THE 5UF + + + + + + + + + t DEPARTMENT OF HEALTH SERVICES CONSTRUG ��A1ND` N 0 2 26 0 44 1.54 5.75 3 4.52 1.40 1.22 3 75 9. 5 96 1 76 0.69 6 7.76 2.17 1.15 2.28 4.42 3. 29 37 O 63 1.64 5 51 2 3 67 0 99 0 38 0 3 0 23 0 13 0 0.03 01 }' EFFECT AS OF THI5 DATE. �P + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STONE BLEND PAVEMENT SECTION CD s EU w 0.10 .12 0 1. 6.18 .3 4.82 1.44 1.34 4.44 1 7 6 82 2 09 4 3 OB 1.25 0.63 0 1 06 0.93 0.50 0.26 0 24 0.44 145 397 480 2.15 0.73 0 62 1.88 724 2 4.60 .16 09 0 06 0.04 0.02 0.01 Q 90 + + + + + + + + + + + + + + + + + NT5 0 3 0 20 0.14 0.14 0.25 1.04 1 19 0.76 0.41 0.44 1.10 2 89 01 .11 8 0 10 0.05 0.03 02 0.01 0.01 r p C7 ^c { D m ' �f now or formerly Russell Zollner now or formerly F HOWARD W. Y N.Y.5. L.5. NO. 45893n �o FSSION�`. Joseph Seth Tusa $ THOMAS G. WoILPERT, N.Y.S. P.E. N0. 61483 �-r„�- Denise Zellner p DOU6LAS E. ADAMS, N.Y.5. P.E. NO. 808g7 j Noreen Mary Tusa subdivision Map of "Shore Acres" SURVEYOR'S CERTIFICATION ?amlg..elrtou„• filed on January 3, IcI14 as Map no.41 subdivision Map of 'Shore Acres" i HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 01 j� filed on January 3, 1C`114 as Map no41. O OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS Z U 1 7 O 25 MADE BY US, AND/OR UNDER OUR DIRECTION. .° m m rLN Ili)` p' SC''tl1 nU V N FQARD Hof NEW W. L I GHTI N�JJG� PLAN CO S4P °G SCALE: I 40 = �' +. ,,,.,; ,. , G) �," O s �• CAST IRON FRAME Q COVER %k"u":.�':'I a CAMPBELL FOUNDRY PAT. NO. :f; DRAINAGE PIPE \ 1001C OR APPROVED EQUAL. ,p O \ "` o HOWARD W. YOUNG, N. . L.5. N . 458g3 CAST IRON FRAME k COVER CAMPBELL FOUNDRY, PAT. NO. - 5401 OR APPROVED EQUAL. rn O PRECAST CONCRETE ' • s•r:' " 4000 P51 PRECAST CONCRETE BOAT STORAGE BUILDINGS O K z TRAFFIC BEARING SLAB AS SOLID RING AS MFG. K STRONG�S `I'ACHT CENTER p I MFG. BY SUFFOLK CEMENT CEMENT OR APPROVED EQUAL.QUAL. o OR APPROVED EQUAL. at Mattituck, Town of Southold �V- 1El DRAINAGE PIPE 4000 PSI PRECAST CONCRETE Suffolk County, New York rn 12 rn TRAFFIC BEARING COVER REVISED SITE PLAN a STONE DRAIN 20.00' 5" STONE N � DETAILS 3.00' STONE DRAIN 10.00, 5TONEBLEND I- 5.00' O �JI 4000 PSI PRECAST CONCRETE 5" STONE I PAVEMENT I I BOX AS MFG. BY SUFFOLK 1000 106 06 10 2.00% 2,00% FFEL=10.00 2.005K _ CEMENT OR APPROVED EQUAL. Count Tax Ma District 1000 Section 06 Block 06 Lot 15.4 SLOPE SLOPE EL=�i.50 SLOP O � GROUT AROUND � y p 1 o BW=10.00 I -'- .e --i lu ENTIRE PIPE € A ' IY DRAINAGE PIPE MAP PREPARED JUL. 05, 2018 "-^-- -». L z •. I X Q PAVED INVERT - I: 12 SLOPE FILTER w PRECAST CONCRETE Record of Revlslons c' FABRIG� I > DRAIN RINGS A5 MFG. CONCRETE SHALL BE CAST IN REVISION DATE 4" TOPSOIL . I PLACE IN FIELD TOS NYSDEC NOV 20 2018 FILTER,• Q SEED �STONEBLEND BY SUFFOLK CEMENT NYSDEC JAN 02 2020 BOSCOLA RESIDENCE FEB 10,2020 FABRIC .- PAVEMENT I O �® OR APPROVED EQUAL. - �� ,-:` SANITARY&DRAINAGE JULY 01 2020 + _ I SCDHS NOIA#2 DEC 15 2020 N fI 0�� V 4000 PSI PRECAST BOTTOM DOCKS DOCKS&HVVNI MMAR AR 108 2021 3.00'�I ` I ®❑® SLAB MULTIPLE MAY MULTIPLE 08 2021 1 SCDHS NOIA#3 JAN.03,2022 IS" VIA. PERFORATED 5.00' I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-O". SCDHS NOIA#4 OM 06 2022 DRAINAGE PIPE GW EL=1.4 2.DEPTHS GREATER THAN 61'1 SHALL HAVE WIRE FABRIC CONCRETE SCDHS NOIA#9 J OCT.05 2023 SCDHS NOIA#12 CT.16,2023 IS" VIA. PERFORATED I REINFORCEMENT S"XI2",I AND 2 MIN.VERTICAL WIRES- 12"O.G.,1/2"MIN.COVER. REDUCED SCOPE JULY 17 2024 DRAINAGE PIPE Z 10 8.STEPS REQUIRED WHEN DEP H EXCEEDS FIRE ACCESS APR.OB 2025 Ul m FRENCH DRAIN 'A' 4 IV FRENCH DRAIN 'C' 4 'D' N LEACHING CATCH BASIN 6 DIA. STORM 5EV ER MANHOLE Scale: A5 SHOWN N.T.S. N.T.5. NT5 NTS JOB NO. 2011-0165 DWG. 2011_0165_site plon_2 '1 OF 13 (1)UNAUTHORI2E1 ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E79STNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(I)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)B CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. L,_0 117.00 �T 00 W• EEAqO'WIRES 1 I J '' BELGIAN BLOCK \ �°� I- / o r o 400 Ostrander Avenue, Riverhead, New York 11610 BONE OR N 2�a . . . . . : I I • . : 1 : 1 f ^ . to I. 681.'12 1.2303 fax. 631.'12'1.014 vqy FENCE : ° cidminayoungenglineering.corr Plili o \ R •( I I J :i �Mp DOCK \\ O• \ S6 S�OR FLOATING \\ \ 8° FRPME : ' X . : 1 '' / o r '= Howard K Young, Land 5urveyo GPRPO� 1 : : Thomas G. wolpert, Professlonal Engineer \\ \ q8, \ ' '. 1 i : J 0 Douglas E. Adams, Professional Engineer nmo un, \ c I \ i DonleI A. Weaver, Land Surveyor ell, X / 1 YVELL : I : I :. ' I \ '. \ V. l toX. \ V. Vol. 20.9' a F- RAMP �OAnNG DOCK . I CO SHED v it SOS �78°IoF�„W • Donny former'I = I� :I :: : � I � � ::I:: �: I .. k\ � W —_ ,_` • �\\ • . 0-106-6-13,7) OI a•' I �:�.�I� ::: I.�.��•�.I:� �.�I •� l� � X \\ems \\ - •.. . . . . . . .. . . . . .. \\ X •'.. •. •. •. . :/ ::':•:. ::•.' . X Ow 'A X . 19 o � . X X \ ' \ /• / •� 1� m L) FLOATING DOCK ::3 \ . . . . . . . .x. . .86 . . . . .. . . . . . . .•' / Via:l: 32 E \ x' 1 .X \\\ ... . . i is :':ryd:.::•.:. 3 ° „W 55 N \ \\ x / ;K . X 42.55' Q F \\ \ \\ cl� g �`b 'i. ' •' • .' ' /' � Y 515°59'I I"W 0 26.2� J 2 Z X.M� o O x I x iQ� / ':,,'/,' .'•/ , N a � 0.3' °O 10 3 4 \ / �, X \'\ 1 \ I / /' • / 1 '°t 4�\ ENGINEER'S GERTI F I GATI ON \ X XX X. . N °g _ I \ \ \ : : : I : /' ; ATER/ X • I HEREBY GI~RTIFY THAT THE W 5UPPLY(5) AND/OR SEWAGE x X / /'.'': �y X DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 1, ' •' l • •.' X oNo 02 OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 8ti • . , I i x . , ,' / ��/':.. r✓ FLOATING DOCK STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS ALL sti' . . . . . . . .. . . .. I I I 01 X / / y RAMP LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO SPAR NT F EA SERVICE CONS N x I I \ t ° y EFFEGTTAS Ot°TH 5 DATE. E F� \ / :/ x �� TRUGT T SIN titi • . . . . .. . . . . . . : : z�. . .. ... . . . . . I I \\ �{ T P X. / . . 8g. . . / : .' .' yX INCIDENT WITH \ \\ •�// / I �t � � APPARENT HIGH WATER n BULKHEAD 0 i�\i Z ci I I : HOWARD W. Y� G, N.Y.S. L.S. NO. 458a3n o : .' X . . /� THOMAS G WOLPERT, N.Y.S. P E NO 61483 'X . I: t��t �y Q d` 540°16'S5"E DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. 808ct'i x ry / / \\ \\ i ISSIO _ S / 1 _ _ _ _ '. .. . . . . . . . . . . .. . . . . . . . . ... . . .. . . ... .. : / \ •'. � I I I ,°� �� � SURI�EYOR'S CERTIFICATION ... .. .. . .. .... .... .. . . . . / x I :X l =� 581 58�341,� . . . ...... X • ' •' / TOPOGRAPHICAL SURVEYS MADE BY US AND/OR \ J I ' �' � ° �88,7gF I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING o / x t d BOUNDARY AND / X°J / \ / o O } 0� N TiE LINE ALONG UNDER OUR DIRECTION. W4 / x : tlryht aPi EDGE OF MARSH / X 1 X ' // /max _ � - - - \ X: ' , / �' �, 40s / . . . . . . . . . . . ax l X . . tAEW .X g2 x \ " 1 / �� S X X S 4 U X. a' Pq Z/ X X I X : X 3 N 'Y W C.P` r>F' ~ `g.mow_I�• �,f• + t �.u•�� i C x 4 I i _ C'"(J 4 g�. • x X X I :' :''/ :.: ' ' �' }t iN _ HOWARD W. YOUNG, N. . . L.S. NC�458a3 �iGS,'�,,4 �-'' .. s�. X X I / t ° -IT) �o x : � v _ yt. . . . .. . x / /'' t X. N I ,' 1 .� ° W 10�79'10 Z 1' ' x / :j•X t x �6T 4$60� �` oo X / x' X ' / j/ �60 ' � / TIDAL VEGETATION AREA v BOAT STORACGE BU I LD I NGS �- 2 X STRONG S `I ACHT CENTER 30`y °����TT� Q� '� / '' ''• '. x....: /.:. '. '��" '° r' V at Mattitui Town of Southold ob W I : ,:::,;. .' / : 41 I EDGE OF MARSH / Suffolk County, New York A O I / x X m REVISED SITE PLAN X X x I /. �° }tih 2 A m N o \�'. j/.: '.. 1 Gets', is. /��'I EXISTING GONI7ITIONS MAP 9 �" / .'X \ oR t, �� - t0�ry 1000 106 06 10 kt OX . . �'' .X C�Ay x County Tax 1Map District 1000 Section 106 Block 06 Lot 15.4 �S ^I \ 7 9 o Lix: X X 42.60' / _ —— — — _ :' �' MAP PREPARED MAY 22, 2011 9s °10'20"W "14.6'i' N8�°36'50"W 6�34 T,W NSa°20'20"W. S I ... 586 182.66' °q.0 21 , . ... .. . . 14- " o \ .,' Record of Revisions DATE now or formerly g�a 12 N6002�'4o���.y N ASS °2a'50 B. 30- - - ��? '�. ' :'. '. \\ . . . . . /�\ '. SHEET NUMBER DEC.115,2020 '''.. �� •. ' O DOCKS&HWM MAR 08 2021 now or formerly DOCKS MAR.12 2021 / Russell Ze l lner . . . . ... . . . . . . . . 12 y \ . W X /,, ' 1 ,Joseph Seth Tusa I$ 1 ° MULTIPLE MAY 04,2021 x 1% r ' MULTIPLE OCT.18 2021 J O 2 SCDHS NOIA#3 JAN.03 202 / Denise Zellner Q Noreen Mary Tusa I \ I {{{ O r cL \ i N SCDHS Ni MAY 06 202 6 4Subdivision Map of "Shore Acres" � O N N N O - (O SCDHSNOIA#9 JUNE05,202 O N N V. >Z ° SCDHS Ni OCT 16 202 filed on January 3 Igl4 as Map no.41 I'-- subdivision Map of "Shore Acres" � � 1 00 REDUCED SCOPE JULY172024 T `v N r / FIRE ACCESS APR 08 2025 filed on January 3, li as Map no.41 in `D 34o IRF JUL 17 2025 40 O 20 40 80 120 in z _ c_JTHOLD TOWN ' \ • •.16'iNG BOARD Scale: 1" = 40' JOB NO. 201'1-0165 DWG. 2011_0I65_site p1an_2 8 OF I )UNAUTHORIZED ITION THIS RVEY IS A VIOLATION OF CTION 7209 OF THE W YORK TE UCATION LAW. 2)DISTANCES OWN HEREON ERTY LINES TO STRUCTURES ARE FOR A SPECIFIC PURPOSE D ARE NOT TO BE D TO ECTION OF FE4CES.(3) SEAL SHALL NOT BE TO BE A VAUD Y. ('INOCATED HEREON SHALLnRUN ONLY TO THEPERSON'FOR WHOM THE SURVEY IS�PREPARED AND N HIS BEHALFTOATHETITLE COMPANY,(GOVERNMENTALAGENCY AND LENDIINGPNSTITUTIN LISTED HEREON AND TO THE ASSIGNEES OF 7HE LENDIING INSTITUTION.CERTIFICATIONS ARE NOTATRANSFERABLE TO LINES ADDITONALNINSTITUTIONS R SUBSEQUENT OWNERS.THIS 5)THE LOCATION OF BEARING WELLS(VI),SEPTIC LAND TNKSS SURVEYOR'S kINKED CESSPOOL5(CP)SHOWN HEREONHEREON ARE FROM FIELD IONS AND OR DATA OBTAINED 4FROM OTHERS. • 4O / _! RH D•WIRES I I rn BELGIAN B \ r a I '• : '. : / o i V., 400 Ostrander Avenue, Riverhead, New York IIg01 N Sto^'E OR : I , '• I •' 1', ' ' '1 1 Z Z LOCK --A / to I. 631.'121.2303 fax. 631."12"1.0144 A'L1Ygy FENCE z d odmin®youngengineering.com 1 I / fT1 :i� RAMP (:LOATINGDOCK C4 ' I I r Howard W. Young, Land Surveyor R 1 Thomas G. Wol ert, Professional Engineer GP P �' ' 1 : ' ' 1 : : c� -c ° Douglas E. Adams, Professional Engineer nm� mr, 1 ' • .1 1 I I �/ - Daniel A. Weaver, Land Surveyor OcIr 1 �,off : : I �, �: �•, •�•�•• .• ', '• I••. �: �'.-•. 1 : : ', ' s X 1 � WELLto TEMPORARY \ '. \ o �, HAUL ROAD z / S��R��SE / \ \ \' a. \ x f;•r; \ r . 1 •/, •!. .1 0 20.9• P � NG pOCK O S OA RAM r \ P .x r,';: ,'r:' LLlLU I I 6p3 �q C TRO)VG' 9C�9 Q 9p now ' I . : . I I 1 1� F� , a POrrn h�o� C ' TFR;� `- : %; s '—_ \ 006� Nil s I I :I. :: • :I. 1 �� c oX �,/ , , ,./ �•, . OG —_, o-Io6-6_ cola' ; I x 1 ' X GJg \ 13.7) i: ,. I 0 \ TEMPORARY STOCKPIL--AREA \ 'FOR CONSTRUCTION OF \ RETAINING WALL X/ :: I::: I::::j:':: x �w z \ �• / •- � �- QUO � ~U BA j• :. / / YVIE \\ / � WAVE' —\ z� / ��ry�� /: w rn A.X . a 1 / �. .':/:::: m o� \ / 1�. Q 'PHASE TWO: EXCAVATE RLAININGVV — do : X : \ MATERIAL FOR PROJECT DO Y FLOATING DOCK ? x KEY MAP X \ �`° / :x i 30 a CONSTRUCT RETAINING SCALE: I"=600' .x x• h: WA�L�.�DURING PHASE 1 X. . . . . . .... / / ;,:: ". 1 \ COMPLEI� \ sue . ... . - . m. t w NSRTUCTIO.N O \\ �" ,x X RET NG W LL DURING \ _ _ \ x . . a x. ::�. ;� O Q ?y o J \ PHASE 2-. �� ..� ` _ \ x I �. \ �o LS1 'MIN Q�s� \ \ I �,•°„ : ;' /. X ,, •41t V ^ �(/� o 0 �. 11X. '•, 1 _ :IF , ° °' -./.::,•,..'/•..•-...j 1 1 1 t O Q V ENGINEER'S CERTIFICATION 8 RECYCLED CONCRETE nntt 3 5`OP� ,\\ F O� � r � \ '. �', '. \ .x \ : x I � ��` ,'/.• .. l' ••/.• �" � "�" lL �� � � � q.al•,ryonn, i os \ 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE �yytX t o• Q Y DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME 0 0 0 0 �;, , \ a :•/•' /:' FLOATING DOCK x ONO o? OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH q \ '•. \ \\g ` y \\/,'' d\ gy . . 1 : I F,. x / o 0_�I O 1 cH= :. • •' ' :' RAMP STUDY OF THE SOIL, SITE AND GROUNDKATER CONDITIONS, ALL x I I ° : �' / '. LOTS, AS PROPOSED, CONFORM TO THE 5UFFOL I x : : it DEPARTMENT OF HEALTH SERVICES GONSTRU (�T?r, IN 0 0 0 0 0 •%;'.`. \i' \ x r x I ti o EFFECT AS OF THI5 DATE. Q L y PC, EDW4,9 I . .'�/,' .a�;•;-�'i' � •'' Z$• . . . . .. i i I \ P M �/ ..'. : I. E I `°7 � j O \' j •`.. 1• \\.• s y /1IU^' o DYE e6 / : / \ \ / / I •'X ,6 F .\, •,� 1 -.... CONSTRUCT RETAINING - x \ APPARENT HIGH WATER w, \ / / 1� �< � `MARK IN COINCIDENT WITH WALL DURING PHASE 1 �,pECONSTI �, HAl1V : 11,VIDF TE ORA hF/41.1L ROAD CONST CITED. / : • BULKHEAD ° 9F. ROAb-?U RIG P<4S.E .' �� % of '. . . .' / . / •PRIO\R4(O'-E AVATION ACTIVIT�S — — " : / : ' : : 1 : . : : I X HowARD A. G, N.Y.S. L.S. N0. 45893n � " ' 3 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61485 ES S I ON �611 STABILIZED SOIL BASE '.•• 'X.. . . . . . . . . . . ' ''. . .' .. .•- .' . • .. . ... • ..• .. :' \ CT `'' ra DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089"1 X' .(A. , l QL L� OF. H �UL OUTS TO BE ITED I �: � ` LOCATION. h — _ _ _ . ' \ TO MINIMIZE TREE CLEAR G _ _ _ 7 OR'S CERTIFICATION TEMPORARY HAUL ROAD SECTION X .. . .. . . . . . — / I "r \ I I : ; it _ _ q EXGAVATI@hI-L-IMIT .''' X N. \ .... xI ' : ; : : : I N �t G9 onnadlonn R NTS / I : : 1 .1 C1I .''•' ..''• .•'• •''• OF. PHASE'TWO• - \ \_— — — — — — —' — — — — — — — � � :�� �, oo �--_ • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING s X. / .... . .. . .. . . . / : : PHIGAL SURVEYS MADE BY US AND/OR / J . . it c •' •'' •' •' ,. . .. . .. . . . . 0.64.AC), x ��r .' �yy. \ .. . . . .. 40=� t t `9b1i N �q TIE LINE ALONG BOUNDARY OUR DIRECTION. ^I x € x,• � a+. �qy (�� r2 EDGE OF MARSH • _ - - - . . .. . .. . ... . . x /. I �� 1 _ m x - - -•�� .Y.- .. 'ic\\ u� X' .y� ��Y� 'vim 4'b1� 1 F� ° '. M �2 . ""�'�{-- �t x ,.. . . . 'Fx. . .. . . . . . . . . . .. . . . . . • ' \P Il �y��,myF e�o �E W Yo ' H ►SE.O.NE:'EXCAVAT I� x y(9 o O i n 'e DOl�M-TO-ELEVATION S o a .. . X . 11,05 `CY : X. �; 9Z' ' r .. . .. . . . . . Xa w. \ . 1i �� W r , if st x OZi/ x X I X gt X X x 1 } QO�v�, i HOWARD W. YOUNG, N. L.S. N . 45843 _.. .•.. < t Q�Op ��. . . . . . . EXCAVATION�LIMIT X // !,:::p '''• `� �''Q����o �o;l X✓ OF PHASE ONE d .X o t�. .. . . . . . . . . I LU x r w# "� / �` w BOAT STORACGE BU I LD I NG5 0 0 pTIDAL VEGETATION AREA V ti ,, .• / .. ,' ,. /.• .�. . , � x :� STRONG S YACHT CENTER v at Mattituck, Town of Southold n C' X, : �'.' �� EDGE OF MARSH Suffolk County, New York 3 X g$ � X x C11 x CV _ REVISED SITE PLAN 1 / �I t \ '. /' .': 40 EXCAVATION PHA51NCG PLAN — . —. - -- 1000 106 06 10 o .s . , . . �_, X X County Tax Map District 1000 Section 106 Block 06 Lot 15.4 '�,_ •. X. X \ x MAP PARED OCT 2 OI tSE'TBACK . _ PRE 3, 2 9LINE - - - - - - :''. . . . . . . . _ �6' I \' x ,�. . • � � . . ..'. . .•'.� . ,�''''�• ''•'. x. ,, Record of Revisions 28 ' ' _ \ REVISION DATE now or formerly " N 30 — . '• PHASE AREAS JULY01 2020 now or formerly \ . DEC/ Russell Ze l lner 4 .. ' ... . ne. . . . . .. . 12 y DDOCKS OCKS& MAR e 2021 x �O NUMBER ,Joseph Seth Tusa \ Ham'/� �• � MAR.12 2021 Denise Zellner , ` 1 x x . � MULTIPLE MAY04 2021 i� 0 2 MULTIPLE OCT 18,2021 TEMPORARY STOCKPILE AREA Noreen Mary Tusa N \ �. $ SCDHSNOIA#3 JAN 03 2022 II 11 DD ry N O SCDHS NOIA#4 MAY 06,2022 FOR CONSTRUCTION OF p II II M " N oo ���ICD SCDHSNOIA#12 OCT.116,2023 subdivision Ma of Shore Acres o 9(3SCDHS RETAINING WALL filed on January 3, IcI14 as Map no.41 I— subdivision Map of Shore Acres 1 0 REDUCED SCOPE JULY17,2024 o x FIRE ACCESS APR.08,2025 W*E filed on January 3, Ig14 as Map no.41 JUL 17 2025 N O PLANNING BOARD 40 0 20 40 80 120 em / � � SCUTHOLD TOWN O / Scale: 1" = 40' JOB NO. 2011-0165 DWG. 2011_0165_91te plon_2 Cl OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE 140T TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION OFFENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 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Y , N.Y.5. L.5. NO. 458cl5n �i,w '', ,�- -,"i�,""k, '-�,,�,%^,,, - I I I I 11 I 1, 1 -, , I - , � ,� ,�, 11 - �'� � ,, '1111 ,,, � ;�,,�� A'' ,,,, I ,� �� slo "', A`- - , , ,�I4,�:;,�,".11",��t:-Z,,-,,',,` 11 t", ""I'l '1�1�� "I, "k,,,�,�-'�I,,,u V 1111`;, � I ,� 14"" , 'I',... I � - , , � "I ""', I �111-1 :�',I . � THOMAS 0. kNOLPERT, N.Y.S. P.E. NO. Il .�j . :�,, I e-�1111,�`�,$,,1�44'! m , ,,, I I ,��', 16,111-'414,,z,��,�,�,,,I,, , , � e, ��,�ip,e- I 1tA',r,-,, 1'� :k',�;11�2-14,"'I 1�,,"a ...�,�,-- , -�,-"5',-',,,,,,�,,n �, , �,�,e-;,��, "I -,�,?"� - , ,�V',"' - - V ," DOU&LAS E. ADAMS, N.Y.5. P.E. NO. 5061-7 4 , ,,,-1 - 4 - - k, 1"' ,- �;si, �'. � �,,r�� ,�,�,, ,,, I , AN, , , �-t- ,,',,'',,,',,�,,',,C'111� ��Ilq,X�-'- "*" � -,W*I-'', , , � ""', ,��,',,,�',I��,",;,�"7' ':""��', , "I" ,_ , "' I I ` � I I I - A ", ,?c - C , A -I,I�,�,- �1'v ""-�, �,,, -� " I I 1, ,"It �,,, ",��,,�"'"""",-�",......� - m t a","."t- �-g,�,"' ""' , "� g I �� � I il ,� I I,- , I-�Il, -- I'. 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(5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. r DRYgy FENCE \ , I fP�i' P��S �D: : : X EXISTING WELL TO BE \ : • I F'""''LIN - ' / O o m(3 400 Ostrander Avenue, Riverhead, New York IIQOI o / / USED FOR IRRI6ATI0 I : , : : 1 /. 00 -� tel. 63I."127.2303 fax. 651.-721.0144 1 1 ` m v , admin® oun en ineerin com o L 20 CO Q \ \ PURPOSES ONLY �, �• \ . . I .. .. •, •• . . -. / � 3 r � y 9 9 9 2 \\ ' 1, / X ORS 1 : I • : ' I : • ' 1 f1~ m `� C "n RAMP TING DOCK FLON ° N 1 : 1\ 1�� c ��\ ', _.. • ' , ' \ '. '. •• ••. I� / Howard W. Young, Land Surveyor 1 I !\ c��e .. �x I � • ' • : III n Thomas G. Wol ert, Professional Engineer ineerock Douglas E. Adams, Professional Engineer 5a Daniel A. Weaver, Land Surveyor C W ; t E 1 0 0I - -+ of 4 \ 1 N ix : I : : : I : I 1 I i N I . o s I I :• I : I: EGTRIG . . . / w I WELL :� SE1��XIGE( )''TCt•H,E 'I / 6a1• : x: x ' : VNDER ROUNID. I. / r GENER/�L SEQUENCE OF SITEGT1I�ITIES TEMPORARY I 1 I IFROMI7HI.51=DCISYI HAUL ROAD z I"'p° " I IuTILI F`l( I. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES 6 M) s 1 I o \ \ + (SILT BARRIERS, CONSTRUCTION ENTRANCE, ETC.) STABILIZED _., �1'. pv \ '• '. . . ,, Do x 2. CONSTRUCTION OF TEMPORARY HAUL ROAD. e' 1 I �RPME RPpE 3. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL CONSTRUCTION GP AND BAGKFIL,L MATERIALS. (EXCAVATION (0 2 4. EXCAVATION AND INSTALLATION OF RETAINING WALL. PHASE 1) \ o f. 0 5. CONSTRUCTION OF BOAT STORAGE BUILDINGS 20,9' S r RAP OA G DO K > ,'•,<,, , \ 1 o M � TIN w S / pis /: •:'. I.'... . I SHED!� .Y T fi A �J � \ PppL / Qo I : '. . .XI /. .I, : I � 6. INSTALLATION OF STORM DRAINAGE AND APPROVED F R� d \ o / I• I SEDIMENT CONTROL MEASURES. gCyT CNG,Sy ,;: ,� �'"�`: . ,m Y \ � •'.. �'•- • o . , EI�rFR et t u 'I. INSTALLATION OF SITE UTILITIES. :I II t A t t t t to d• o� \. / : : I : I:I I ° W'� 5. INSTALLATION OF PAVEMENT. (u • I . . I I : �t U 0 q. FINE GRADIING AND VEGETATIVE STABILIZATION (TOPSOIL, ` \ x:: I SEED, SOD). EXISTING WELL TO . I:• •'. � co o \ ( / '•• BE U5ED FOR I I I:l : l w \ . •, .. • IRRIGATION I: ::: I: 10. INSTALLATION OF LANDSCAPING IMPROVEMENTS. PURPOSES ONLY I:::: I' ' 1 / w U)W �_ I' : I O q 2 11. ALL REMAINING TEMPORARY EROSION CONTROL DEVICES os,\ \ J _ . . . BEEN SF (•- ����I- �I'•�•��I' �.•:I •� l Ot O� ACHIEVED, AS ORDERED SUFFICIENT QUAL�BIDIZNSP�G OR. I :: l: l . . .. . . . . . .. . . .. .. . . . n. UT / x O / •' t !q J O m N \ / -bY. / m y \ / t /n Cu ¢) Q \ . . . . . . . . . . . . . . . . . . . . . . X 0 - - 69 05- - - - - ::':' x U�j�o L) I x X \\\ \��- - - /• ' j 10.25ktq \ KEY MAP 4 GON5TRUGTION ENTRANCE #I : I \ / /.' :. / t 69.75 w^ tz O FLOATING DOCK SCALE: I"=600' : \ E OSION . . . . . . . . .x. •� /. •s..' / 3rtz / . 14KET5 INLET CONTROL BLA o x \\ fBY OTHERS) P 6.90 �\ I O 0 \ X. 11 \ xN�EP p0�1-S / 1t END STONEBLEt* CONCRETE \ \ 1D1/�..X 40 D :` r-` / PAVEMENT �O x to : . • r` ', ;> 4 WASHOUT AREA \ _, RIM-I6 /. f // t ' o (�' HIGH I-p` �. I �.r,a� '. . �:,. .,.. . •, I /• �' / x `J� 4?a a GLP4D 1=Et r.' nx; ,•. = ;,;-._� x t. t t 1 t so \ S \ VINYL :ham�'�. x s �' 3 7,40 �•�:.��'=�-�-I x /..• UG ELECTRIC 1[>I u ERVIGE x 7.30 FLOATING DOCK RAMP TO. III 1NGH Rp,IN 1 x '�NOFF X. I 86'L - GY ROOF . DRp,IN• '.•-.'/ •' .'/:•:.•: •/. • %/ t o 3'Wic3 DX) OVINE FRENG� x- . . /. '' . . V st '. '• � ,,NRp,L�PLANS -•. /•'• .'.'/�-9.3 t� 7.10 FF< 4t STABILIZED xp,RGHITEG GA IONS) /.'.', .' • . . : ' . �. o, : / t t CONSTRUCTION ty. . .. . .,, I •. . . . . I I '' : (�EE oWNSPOUT LQ � .' •'/.'.' . . /;•: :: I • / t t 1/ /. , ; '.: III / Fo>� \ /.:.:. .' %•'.' •'.'/ : /♦j�t 7.20 ENTRANCE Ok- ,., (.; - / '• \ APPARENT HIGH WATER \ • . : •' .' / � •,� \ -' -• •• \ . . . . . . •': :' .' / �•: i � x �MARK IN COINCIDENT WITH 9£ I BULKHEAD f3 UG ELE �: 9 x is 9 50 ♦/ t x . III . / / \ .� Ry. ,ct). : I : ♦/ jt SERVICE O.SED. LNG .0D x PR�� ��'guILO x. . . . .. . _ . III. / .' / T ST�RA X..• / III- / - ... . . . . . .. . .. .. .. . 9 . . • , •. .' . . . . . , : TEMPORARY III 310 � I ' ♦ t / - _ ♦/ it �' STOCKPILE ACS REA X. / / gae -- X / , 0 - / III . . X / No • o . I�� �. 4�z z TIQN FOR / : /" 11i 0� o TIE LINE ALONG 4ROPOOL ppNELX. 8 8L'OI^111? / �� 1 /♦/ Fiaho (nk Jv� s ,t t EDGE OF MARSH i X . o . .. . . . . . . .�1X. . . . RY SYSTE / /.1` F 'I OWES. , ATHR�OM. / - ryry`i.��, C� o i ' o NSW NI P.LLON 1'/A. . SF) / t' ��, �� / CERT IFICATION TI� � ENGINEER 1=IG,�TION z x 50Q ]7EEP., 8 (152' 0 0 ♦/ O£�// •. ...., . . H'20 'Wx'8:50►-� ALK �. •'/ / t ,`�4 �� /♦/ M S \ 2 x //' Iq.50 a (4) '15 LEP�GHING G N e RIM= p x hIOFF TO iURE EXPP`N C T//♦/.{� k 8 /♦/ '" O F PJ E 1 0o g2 / IE:L6 2a N x GpNNEGT ROE�G G.FIEL17�. x . . . 50% FU �4^ Q o o r VZ' S L LPL g �. 1 �FIV�S Q ELEC/•' � /♦/ ��' .0� ¢�V� t / �� a W r I`P S EDW49 y0� E�gioN - w ' ' OGATI S) 335' I DB /♦/ i �Q /♦/ w� �-P O ' o (SEE PIRG �r > QGBO�BLANKETS • ..� x'-' /♦j It° m ��a`� /I/ OU'f "• s DZ�/ CON ERS) x' O x FOR flOINSP xx !' / 4�qk V O ♦ x 3N o p� N D / OTH - ♦/ , /♦ 4� ¢^°j t x c�`O kj/p{t y '> - i W 9 ' '' IE INL / /♦ .1 41 �, ¢ n, o y t. . .. . . . 9.50 X App!fl�EP POOLS el-= 0 g 50 �. ' ia. '. / / t o o \ AIL ` O 8 G' G Q S L 5 NO 45 lOV#A• x /♦/�`\ HOWARD N. IG, N Y Sa3n Zl. . .X .. . . . . . .. . .. . IE=6 O INLET (36) g50 :. / /♦/.t Q iP.E. FE �1P, x, I �0 x � � x •� � DOUGLAS E wADPERT, N.Y S NO 61483 EL=q.00 V NT 9: 7: 1 t g x I AMS, N.Y.S. P.E. NO. 808a7 'CA x f STONEBLENfl P' oe t x `\t 1� TIDAL VEGETATION AREA V 7.2o Q�k/Y° jJ\, \ 15O AT 5TORAGF- BU I LD I NG5 W `* • 5TRON& S `rACHT CENTER _ I ♦ PROPQ I w c 11� �Ur,DA i e EDGE OF MARSH ALL SED 7 0 ty h /♦/ \ A . .� at Mattituck, Town of Southold x x r x I .9.00 710 ,try Ff2 ,� Suffolk County, New York 9.50_ T1 7.10 /♦/ t s' ♦7.2 X REVISED SITE PLAN M, \- 8.00 �(♦/ �14� �R `t t ` SILT FENCE ' cli I1�1 ER051 ON SAD I MENT CONTROL PLAN N x X. . . . . . . . - ' 10. : B8. 0 - 7.20 ' qr x / EL=8.40 2.2 � T11.00 �.. 3 O 69.35 �N 16: A�z 5 . ..8 . . . : ®� ♦ IE=5.40 x � 1000 106 Ob IO SETBACK LINE - GONG_ k1 u x B8. - - T :::: `'� County Tax map District 1000 Section 106 Block 06 Lot 13.4 jA 0 14 . . o 3.2p 28 ' '30"� :. MAP PREPARED OCT. 28, 2020 x \ `^� / � 12 INLET \ ': x / o Record of Revisions / EQUIPMENTNEHICLE : '.' x REVISION DATE FUELING/STAGING & PROTECTION I N \ - -�S. . I SHEET NUMBER DEC.15 2020 o " " o ip 2 Ci DOCKS DOCKS&HWM MAR,112 2021 MAINTENANCE AREA � " a MULTIPLE MAY 04,2021 U MULTIPLE OCT.18 2021 o x SCDHS NOIA#4 MAY 06,2022 ip TEMPORARY SCDHSNOIA#9 JUNE05 2023 i9 SCDHS NOIA#12 OCT.16,2023 / zO STOCKPILE AREA INLET REDUCED SCOPE JULY17,2024 �� ���D FIRE ACCESS APR.08,2025 40 y / PROTECTION � � L(`� m / 0 JUL 17 7025 0 20 40 80 120 SOUTHOLD TOWN II I PLANNING BOARD Scale: I = 40 E = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET A= STAKE FOUND JOB NO. 11-01 OI65 DWG. 201'7_0165_site plan_2 II OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR VA40M THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUESEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)t CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. I ON 5 SLOPE HAY BALE MAX. BERM SAND BAG 400 Ostrander Avenue, Riverhead, New York 11901 COMPACTED tel. 651,721.2505 fax. 651.727.0144 I BACKFILL WOOD FRAME odmin®youngengineering.Gom N CONSTRUCT SILT FENCE 5EGURELY / (� AROUND ENTIRE PERIMETER PLASTIC FASTENED AROUND CONSTRUCTION NOTES •:��r•`` LINER ENTIRE PERIMETER I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND REGiUIREMENT. OF STOCKPILE X O 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM Q ; CONCENTRATED STORMWATER FLOWS,AND INLETS. HOWard W. Young, Land Surveyor 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES 1 I E; ;.. '?= Professional Engineer "r AS APPROPRIATE. STOCKPILE Thomas G. Wolpert, g o �• 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS �'�`DE Douglas E. Adams, Professional Engineer SECTION A-A SECTION B-B e � 2 DIRECTED BY ENGINEER. Daniel A. Weaver, Land Surveyor t 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGH5 ONE-THIRD(1/5)OF THE BARRIER HEIGHT. ROUGH HEMLOCK �rI LATH AND FLAGGING ON THREE SIDES TOP OF BERM FIR FRAME r c5/ SAND BAG W TEMPORARY STOCKPILE 3 GENERAL POLLUTION CONTROL MEArSURE5 NT5 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL S '\ HAY BALE 5TORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, THE •� ® ® FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: � PLASTIC I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY LINER IN57ALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED •�,\ At At ® $ ® B MEANS) AND SHALL REMAIN UNDISTURBED. 2. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE •� _ _ _ THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXP05ED. GRADED AND STRIPPED. AREAS SHALL BE • KEPT 5TABILIZED THROUGH THE USE OF TEMPORARY SEEDING A5 REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501L •� �'\ ��� CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, •\ �o TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES •\ �.�' o(3 '\ "BELOW GRADE" PLAN "ABOVE GRADE" PLAN SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. •�• U \ 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE '\ CONCRETE WA�5HOUT MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE \ NTS DIVERTED AWAY FROM CLEARED 5LOPE5. USE DANDY BAG '\ 4. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO SEDIMENT CONTROL DEVICE \ ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE AS MFG BY DANDY PRODUCTS SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE OR APPROVED EQUAL •\.\ LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. g;' �:.: -;y :;;> •. \ \\ •\ 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND L005E DEBRIS FROM BEING TRACKED ONTO GRATE COMPLETELY \ \\ •\'\ /� LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED COVERED BY�" a r \ \ \ UNTIL THE SITE 15 PERMANENTLY STABILIZED. HIGH-FLOW FABRIC \\ \ \ \ •\ 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH \ \� Coo •\ O LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED \\ - _ _ _ _ °ao d �� ON-51TE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE \ __ 42 U5E OF APPROPRIATE INLET PROTECTION. PLAN FLUSH INLET - - �- _ -- - o d \ Z)o - - _ _ _ '\ '1. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 2L°.> 'NOW 'ONOO CONSTRUCTION: A. WATER-DOWN ACCE55 WAY5, STOCKPILES, AND ONno.� \ MATERIAL PRIOR TO LOADING; B. LIMIT ON-SITE VEHICULAR SPEEDS USE DANDY BAG _ - - -_ _ ti� \ TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING L005E MATERIAL SEDIMENT CONTROL DEVICE - ---� o� AND CONSTRUCTION DEBRIS. AS MFG BY DANDY PRODUCTS \ •� OR APPROVED EQUAL oy�vyo� �1Pv 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WOVEN WIRE FENCE o o \ coN°' / OBI •� SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE a 2 � PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, FILTER CLOTH / ° / PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND PAVEMENT •� DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS SURFACE l ��; \ �i NECESSARY. FLUSH T SO / �b \ Q WODD '� � � a. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE INLET UNDISTURBED DISTURBED oNc. Qj 00 PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER AREA FLOW AREA l o °N�� d Fo o•' sj5• STEPS `'ryb' 00`� HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO >ibd, P� _ D w bb j W N ,� INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, "� �d� t ^•�O O No W 0 SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF SECTION W°l .cb,�bo ca �� o ti� N �N y ary SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, .� AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. FLUSt-I INLET PROTECTION SECTION l � N N� �a �/ ti FRAME a o ox / / GARAGE .,,I 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH NTS 2 245. OVERHEAD w s _ / 3 k ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID �- WOVEN WIRE FENCE / W u \ _ o I 0 o N y v N'° k•• '�4od, �- . .•• • -'. - o I / z WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL A5 8.00' m�u 1"t� 3wmEF,/s 3P FOvpN h I n[[n•'.' .'`l: am m 7- SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. ° c / .'•'.' I 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT ENCOURAGED •/ ' -•• � AT THIS SITE. CONCRETE WASH-OUT SHALL BE PROVIDED. 52- FILTER CLOTH / UNLESS OTHERWISE DIRECTED BY THE OWNE HE CONTRACTOR IS _ /` ' � •• 4 � • .'- :: j / .'• .' ' . to!t.� 1^IELL RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF ;. . :..,-:..,.. I.15_ z / 48� • X•'•.••' •'• /•' •'•' x 1 t zcw.> 7' CONSTRUCTION ACTIVITIES PREPARATION OF INSPECTION REPORTS t - AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER Cl U k6' • U AUTHORITIES S �tJ M -.•'/..•' .•.•'',.••.'/.••.••. •• .• � e � •z 5 A NECESSARY TO COMPLY WITH THE NYSDEG GENERAL N V`' \ co • / /. � �' I• � STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY / G k�' REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD /. :I �� CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR C, NEW i aa REVISION OF THE SWPPP WHERE APPROPRIATE. ELEVATION l 2� / // _ / / ENE II 3' NDICAPE / - / \i1In1► z .' jr.'.•••,.'�• .'••'.'i- �-. . . .. . . . •' t /NQ(/S HA PARKING" a V _ /•• .' .'.'/ .' . •/. (.97OR/q� gym. I :� SIGNS / a Sf) I�, I. RAMP Ocwi 5I LT FENCE / " /' _ - NEW :U� NTS / x. '/• .''.':''�' /.''.':.':.� 41, 4. II - /.' •'•'-'/. '. /, •• �� i HANDICAPEO Ia0 w w PARKING" I/ SIGNS r? A a U e / '. : % .•'.•' 434, lt' O trrrF r r9,1 �o a 0. 50 / l /. ', OF' / 2 STORY MIN. / a I:x. %•'.. :./.:.:. / c? WELL _ t FRAME - a STONE PAVEMENT M� • .�' /' ' ' / l h /�X/S'./ 4 4} �Y - a •0 1 BUILDING o, 10'o EXISTING 2 EXISTING /' /•' ,•' 3? NG S. PAVEMENT / ( 0 SF I/ M / j nofbsm ) 1 ;" $ GROUND / /.' .', .' �t i l ' (DRrJ 5T 40.5' NEW a 3 /.'.' / ! J j ;. .k :>.,.. / / j t p36 t SRO 4 // „NO ARKING" ° o �./r.�•" ,, ® �• Y ,'i� ';;•' 3� / /. : S MET Ry g ! SIG a n ��'• /` t .rrc !�in% s�r. .•s%:7/ •.., Qq / /. •/ t Q� \ Ci° .j - "_ O' � �U z MOUNTABLE BERM �4 / �/ / /: : : :Ix (No l(�/TUG h 'I NEW ES ENGINEERS CERTIFICATION FILTER CLOTH (OPTIONAL-) S' / O/ �t"� QS�t / "NOPARKING TB CONFORGN �o - : � : i / : I : : I I I SIGN / u� TRACK INLET N nl,n PROFILE / / C,\'. ': \ '. •'•' t STo t CK EXISTING PROTECTION �E Fly \,'• t I. (12 4 RqG£ �s,?� t / uFt 2 STORY C.) D W �O / 0/ . :.\-_ .•': t T12.0 0 ) je m CO q B10.0 r O _ '•• \':•. ':•: 9.55 � � � GFA=2,"102 SF (DRY) ( Sf OFFICE BUILDING �? O s 501 4os ONOO / n o /,� MIN. t�1(( 9.30 i.t / I -� p(+/�) Z Lfl CC WASHRAGK z / s ' 1 t 9.20 �/ N - \ GRfi� )TY NI ) :::::;: . 9.40 t 9.40 / (OPTIONAL) t ry 80891 71VQT::R�..• I�ti�t�'��.• �ITAKY.�. • .'•' . : :.�•� N.Y.5. L.5. NO. 458015n •: •'. •:;•:: r.� \ w'� I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61455 FfSSION�\' EXISTING \\'' \ \\ �.� o Y c0 .`��:..• -:' � ' / 2 / ,�•:: '.' .�•::'•-.'• '• �� `t' � a / STOR � DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSa'1 I STORY '�: 41.8(� 1 ING o I EXISTING o / 29.3' BUILD ; FRAME HOUSE o EXISTING ;,° ; 'N' 'C� COARSE• PAVEMENT j u , r O :' •'.' �B10 5-.' .. •, y I _w00 GROUND Ku. AGGREGATE 40� / 1,610 SF / / Z i{ GP \ \ \ F U / 2 0 N I E30AT STORAC BU I LD I TUGS df} l t O G N \ \ 0 S N ^1 N K�1 Q x u�tZ o OC O { Y) ci a x - I OAfING D / , N w 5TRONG 5 `I'ACHT CENTER z ! f ° °s pis. '. . ' ,4.1 at Mattituck, Town of Southold e II PLAN �� �x \'. 610: Z \ Suffolk County, Novi York WELL / 4.0 ,� v0� ._._._._._._._._.�.�._._._._. ._.:.•�'��"' 712A II " /{/f/t!1{ 0 DRAINAGE TO SEDIMENT J / o t� �E1 \ •'- B1Q.5 �' '. V.. \ " I { 60.,' F.FL@� > I REVISED SITE PLAN ' TRAPPING DEVICE / +` N ; . o SEE NOTE 8 / \ \ • '• ' ' / s x � v GRANEL DRNEVdAY !r \ \'. \ \', 1 j o L1�L�� J L��L�LJ EROSION 4 SEDIMENT CONTROL PLAN I� •' \ ••.: :\ : V.. •1 i JUL 17 2025 1000 106 06 10 / / I '. '. I uL;I HOLD TOWN County Tax Map District IOOO Section 106 Block 06 Lot 15.4 GONSTRUC.TION NOTES Zz o - �:IMNING BOARD o I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. o� / I ' a' 2° F' ' ' -- 01 RH I •' I J> (11 MAP PREPARED OCT. 25, 2020 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 W• O'IM1IRES I 1 '' FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNE55-NOT LESS THAN 6". BELGIgN BLOC Record of Revisions K :: -1 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR S)•O f O - r Nf . . . . I '. : � Z EGRESS OCCURS. DRlV�ygY FENCE : I '. : : I : • : �> i.-< �► REVISION DATE S. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. I : r U1 z SHEET NUMBER DEC.15 2020 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION = \ I I : : O ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A /! (T1 - DOCKS&HWM MAR 08 2021 J / \ -- -i I : : I / O Q3 •-1 -A 0' DOCKS MAR.12 2021 MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. ,, \ : I : I :F� %� N y m MULTIPLE MAY° �' I : : 1 3 MULTIPLE OCT 18,2021 f. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL U < \ I : : : I : : : T' r• PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT o� \\ R oR� od I j- m W lP POCK SCDHS NOIA#3 JAN 03 2022 SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC,RIGHTS-OF-WAY MUST BE REMOVED / 1 O S� � I : : : : C 11 RAMP FLOATING SCDHS NOIA#4 MAY 06 2022 IMMEDIATELY. (ij \\ �/ \ ''. N I -�� I ,{ .� SCDHS NOIA#9 JUNE 05,2023 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) FRPN I SCDHS NOIA#12 OCT.16,2023 CALENDAR DAYS. \\\ \ �e�� GPRPGB �, I . : ,1 1 '. ,1 { Z AREDUCED FIREACCESSOPE APR 08 2025 \ �>z •: : I •: •'. •: •' I••.••.•'.•'. ill• �i `� I I lX 40 O 20 40 80 120 Scale: 1" = 40' 5TAB I L I ZED C.ON5TRUCTI ON ENTRANCE NTS / I : :xl: • : : : : I . : : :I i i. �l JOB NO. 2017-0165 DWG. 2017-0165_site plon_2 12 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEAR)NG THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERT1FICAnON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7TTLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITIJ71ON USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERnFGATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SU3SEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 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BASED UPON A CAREFUL AND Tf p", , , -��;,� I �,,� , D , OR UNDE - """ , I "I", 1%, I I I , ,-i#,-"! - � " �, t I,,, ,,,, , j - ,!!*,,',',, , P ,7 STUDY OF THE SOIL, SITE AND ISROUNDY4ATER CONDITIONS, ` 11 I 1, 11 ";-,,,�, I -�-, I I I �, I I 11,01 "n", ,11 I , 1,41-��,111,�, � 1-11, FACILITIES, AS PROPOSED, CONFORM TO THE SU I I lr,� �I ....- " 1, I - I .r�'. I "' I 1i7 � I I 'I", �-1111 I ",,, ''M , , .1 DEPARTMENT OF HEALTH SERVICES CONSTRU ��X'%--'- ,,,, ,� , �,Z�1�1 � �,�-;� I rp,1��,) "I"" Z111WA-0, "'! ,,, I 1, �,,w , I ,,� ,��, , 'A", �,,,, EFFECT AS OF THIS DATE. 11 " , ��, ­ �-.-'Sl I ,��-� I I ��',- , , k,Au,�,,� , I " F11" C-) � ,;� IIZ11- I - - , �,� ":"�,!` � - , 11 F:;,h ", i','�, > ,In" "' , -4 I'l wii ,�,,-'� �,-,� 1� 4,, - -, � j 11, �,,,��,�j � ? I I " " " " " " "I'll I ,"' ,,K11 I -11 �" ��,,,, ,,, � - Ml�-',I --,� --,", � I , , . fl,�-,. 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Z� , ,,,: : I, REVISION ",", ,I : : .11, I I I 11 ; 11.; E_ - � MULTLPL I �- 11 � "�f, SCIRS N 0 1A#3 I I'll, 'I' , -UTiZ)NUIA44 zi� N 049 Q, SCNII�S�NN101A#12 - I EED CED SCOPE " U' I RE ACCESS , i 0 < cn $: 3 M u-,�,LL�,C�M U W LE 10 p 9 0- JUL 1 7 2025 100 0 50 100 :200 i I . "' SOUTHOLD TOWN - 46 . . c L'I ", , , *6 0 , -* 14 ", k I ,�', "I I I I �, - PLANNING BOARD ! 5r-ale: I" = 100, JOB NO. 2011-0165 111 = moNumENT 5ET N= MONUMENT FOUND A= 5TAKE SET A= STAKE r-oUND DK5. 201-1-0165-site plon-2 41 .. , -