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Site Plan Rec'd 7/19/24
ZED ON OR ON FROM TY TO ES ARE FOR A SPECIFIC BE USED TO ABUSH PROPERTY NES OR FOR ECTIOI ES OF ATION ('INDICATED�HEREON SHAELRRUN ONLY THEOPER THIS SON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO E�7 EA COMPANY,GOVERNME DISTANCES NTTALSHOWN AGENC�ED LENDING IINSOTENTON USTED HEREON.AND sue'TO OE ASSIGNEES OF THE LENDING INSTITUTION.NOT CER FlCAATION$ARE NOT TRANSFERABLE TO"ADDITIONA�L IINSnTU7IaN50R SUBSEQUENT OWNERS.THIS TH LOCATION NOT OF WELLS(W,S�'DTANKS(ST)5 INKED OOL OR EMBOSSED ERE SHALL NOT BE CONSIDERED A TO BE A VAUD TRUE COPY.(!)FROM OTHERS ( (ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVARONS AID OR DATA OBTAINED FRdA OTHERS. N 400 Ostrander Avenue, Riverhead, New York IIg01 q Ntel. 63I.721.2303 fax. 631.727.0144 1 admen@youngengineering.com a W mq a��060jow� ttu<` +rir Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer wj E Douglas E. Adams, Professional Engineer s Daniel A. Weaver, Land Surveyor c Z 51 TE DATA ° S I-�IMOW 3p" c4A9 now or formerly TOTAL AREA = 1,435,55q 5F OR 32.g55q ACRES Glebe Associates, LLG S8�°°j'1O„� SS` asO ZONING USE DISTRICT MARINE 3 138 46' ?`�3' now or formerly RE51DENTIAL LOW DENSITY AI(R-80) z z0 .6�00, R. E. Strong VERTICAL DATUM = NAVD Ig88 gyp° S� TOTAL DISTURBED AREA = 4Ag25 ACRES N S, / (R-80) DISTRICT "�� ;���i" •6 SO,,\`' ------- --- � ----- � O p;� LOT AREA "118,4"14 5F j'; ----- -,`\ ���2 (M-I I ) DISTRICT / now or formerly N84°55'40'w �\; ��0\20�`a Pw LOT AREA = 717p85 SF / S w North Fork i ���` S�GRE \` gti� .P FRAME WETLANDS AREA = 27333 SF T /. M yq(,' R�n/GT %/�� % v Pro eat, LL�i ��ga 0� /` i'������ �FR SE & �ry"' °GARAGE BUILDABLE LANDS = 68q152 SF OR 15.8345 AG yT o N0� pG� v� p� N04°O8'20 E / EXISTING BUILDING AREA = 641,016 5F ,ry0 �6� PROPOSED BUILDING AREA = 65,100 5F U J_ °�� 100 TOTAL BUILDING AREA = 134,176 5F �, k 9 q O , , p� SdR( ` N — LOT COVERAGE = 125,176 5F / 68q,752 SF = Iq.S q U FRk ME' I BUILDING 4� ° amp r i m P EXISTING VEGETATED AREA TO BE RETAINED = •7.q8 ACRES 1 S6q°$ ly lrre er/y l ! (�� ; ;� p A / i i Y' .1 u• U1 PROPOSED VEGETATED AREA = 1.05 ACRES �I VL O „ OC i t Cp SF� O S; TOTAL LANDSCAPE AREA = q.06 ACRES 0� r gA Z �� T USt f MSTORy PERCENT OF LANDSCAPE AREA = q.06 AG / 15.83 AG = 5-1.2 go 6 q 1'VIEWAVE. I /� ST Hl SE (/V SING O_ lP FR&GPRPGed Smt'� rn 41.q°' N so 58�°51'S61IW NOTES VJi i i <Unfin�s 1 t•1i31° q'45�� � - 00.°01 THI5 MAP WAS MADE UTILIZING SURVEY PREPARED BY NATHAN TAFT GORWIN III, LAND SURVEYOR, DATED MAY q, 201"i. �� ` 9�3 STORY © rn tio� k `� `S BUILDING " 0 of i R6 58117 2 2O /' i' \00`fG R 99>,�` n s S80°3q'20 IN KEY MAP "no 'Y °O ' l S6g Q �OOc°2\d`�0 1 R p ME ° W U)0 SCALE: I"=600' GC::3 ARAGE W z v7 �i v O rn N 00 / r 0 0 FRAME o HGpRPGE 0 �_ o Poo o SHED pa. ENGINEER'S CERTIFICATION Mtttt}AL1jMWlq S� p� / 0 6 � • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE L U I O� O BY ME N78 00,E°„ Cp ^ OR UNDER MY DIRECTION.BASED UPON A TH15 PROJECT CARE RE D L AND DTHOROUGH F�� Q 0 W a i P \ ' STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL FACILITIES, A5 PROPOSED, CONFORM TO THE 5UFFOL OUNTY _ J DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND SIN k��U` - - OL k2 k/0 EFFECT A5 OF THI5 DATE. J ���, w �� rn ti / R�0�O HOWARD W. Y , N.Y.S. L.S. NO. 458g3n \'0�,�'`'^,..._Y...-•` <. _`'/ °O rD 515°5a'I l"W THOMAS G. P40L T, N.Y.S. P.E. NO. 61483 �0,, / 350' 26.27' DOU6LA5 E. ADAM5, N.Y.S. P.E. NO. 808q� n 5URVEYOR'S CERTIFICATION / 540°16'33"E , • 1 HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING °rye 17 32 OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS i �° 9 Q SS ° MADE BY Us, AND/OR UNDER OUR DIRECTION. e T ho ���; � / a ry ry 158'3,4„E 9' 3 hi r Per cG�n /y N6 5� o s cGv hag/ / 8, 60 1/0 SCHEDULE FOR MARINE-II M-II DISTRICT / v 39 %N N83°2z'3O,lw 1077T UTE , 2 oV BULK N66 4' /71.54' 'I� IV7q°56'1O / ACCESS R� 1 % r y' u) / 4�p0 N88002130 W N6�° 4 /` m� ` `A9 :> PRINCIPAL GORE PLAN 4,�060 W; o Q // ;` Q / �0°nj0' HOWARD W. YOUNG, N. . L.S. N 458g3 �NQ S LOT SIZE 80,000 5F -71.7,085 5F h' ' of yy I �ryp LOT WIDTH 150, '740't Dg0 I -14.6-i' I 182.66' 42.60 31.25' `J; LOT DEPTH 150 1600 t / ° Town or Por gfo� �, �06 10'20 W N87°36'S0" n j NB�i 20 20 W 5S4°2g13O"w 5 1 I r SOFT STORAGE BU i LD I TUGS FRONT YARD 35, 26.5' OP rrj ++� I N77° 5'SS I, ry SIDE YARD 25' 28.0' SOUt�r/y now or formerly 5�8 4O'2°1,� 56.10' `. 54o I STRONG'S YGT GENT . BOTH 51DE YARDS 50, 77.7 Russell Zellner N8o°�7'4o"w at Mottituck, Town of Southold Suffolk County, New York REAR YARD 25' q1.3' � Denise Ze ner � now or formerl REVISED LANDSCAPE AREA 20910 5'1.2 0 y S E SITE PLAN a LOT COVERAGE 30 q Iq.5 go / 7• Joseph Seth Tusa s •'c Noreen Mary Tusa GENERAL LAYOUT BUILDING HEIGHT 55, < 55' NUMBER OF STORIES 2 2 1000 106 06 10 County Tax Map District 1000 Section 106 Block 06 Lot 15.4 subdivision Map of 'Shore Acres" filed on January 3, IQ14 as Map no.41 MAP PREPARED Record of Revisions JUL. 03, 201E REVISION DATE TO$,NYSDEC NOV.20 2018 NYSDEC JAN.02.2020 BOSCOLA RESIDENCE FEB.10,2020 SANITARY&DRAINAGE JULY 01,2020 SCDHS NOIA#2 DEC.15 2020 RECEIVED DOCKS&HWM MAR.12,2021 DOCKS MAR.12.2021 MULTIPLE MAY 04,2021 w MULTIPLE OCT.18,2021 MR SCDHS NOIA#3 JAN.03,2022 JUL 19 2024 SCDHS NOIA#4 MAY06.2022 33 SCDHS N0IA#9 JUNE 05,2023 SCDHS NOIA#12 OCT.16,2023 SOU7 OI Town REDUCED SCOPE JULY 17,2024 H 9 Planning Board L 100 O 50 100 200 500 0 JOB NO. 201"I-0165 Scale: I" = 100' DWG. 2O17-0165_site plon_2 I OF 13 E = MONUMENT SET ■= MONUMENT FOUND A= STAKE sET ®= STAKE FOUND ON OR TION SURVEY IS A 71ON OF CTION 7209 OF INC NEW YORK STATE CATION OWN HEREON FROM ERTY TO EMS71ING D ARE USED TO CTION ES OF IS VEY MAP NOT BEARINO SED SEAL 14ALL NOT CONSI (1)UNAUTHORIZED HEREON SHALL RUN ONLLYY'TO THE°PERSON FOR WAM TH°E'ASURVEY IS�PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,' OOYERNMEN�"AGENCY AND LENDING G INSTITUTION N110NNLLISTED HEREON,STRUCTURES 7°THE ASSIGNEES OF THE LENDING IINNSµTUTION.NOT CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FOR 1NSN710NSOR SUBSEQUENT �(5)STHE LOCATION OF YELLS(W)SEPTI LAND T9NKS(W�•S INKED CESSPOOLS(CP)SHOWN HEREON ARE FROM Fl D OBSERVATIONS AND OR DATAA TRUE OBTAINED FROM 07HOM 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 651.127-2505 fax. 651.'12.7.0144 admin@youngengineering.r-om M4 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer I Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor NNi u-► Np 3 1 O FRS GPRPG O 20 SHED, mop F1-OPTING DOCK k� 1Y t w W � N7 ° PLOW pf.. ry � E� � ``\ so,3.�i;,;t i ` 0-o �) 8 lo'00H,y� Donna formed _ 1 ga Ww S fi000-1ob-6-13-7 �ogG 200.00 ; 11 i ' N i / t, II t� a M 1 = / I1t QQ ,i Ile 5a wV) �v co Q 0 � �O N ,t 0 k X CL I�• 20, ni 2Q.5$' D m FLOATING DOCK ,I t• J • 1 , 3� � E 4 Om J o ` Il 3 /t l 0 26.21' I1J �"•, O I �" S z �Q 6' HIGH 6-G� Gi= G yyALi: �m a . �TPLII�IN t o 17 >-5NSN 4 0�0 30 Q �lINYL (0Y O`tH�RS) to z• ✓" lr-,. 0 � G / i I i� / v FLOATING DOCK r> " RAMP / O 0 / i t ,tiiiiv �l• �ti0�v •t?` 't ENGINEER'S CERTIFICATION APPARENT HIGH WATER ounpaLgmn ` MARK IN COINCIDENT WITH BULKHEAD • I HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE i t � F; ii" D15P05AL 5Y5TEM(5) FOR TH15 PROJECT WERE DE516NED BY ME Cp � 1 ; ry � OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH OD -4� i °'t` 0 b 540°16'33"E STUDY OF THE 501L, SITE AND GROUNDWATER CONDITIONS, ALL rb FACILITIES, AS PROP05ED, CONFORM TO THE 5UFF0 _ OUNTY / \ cnry 17'32 DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN Z. i , t \ EFFECT A5 OF THIS DATE. 8 8.7q' N TIE LINE ALONG ... / �tNh Jv 1 W EDGE OF MARSH fo .61 HOWARD W. YCQN ja, N.Y.S. L.S. NO. 458g3n ry � 4� �, ' THOMAS 0. WOLPERT, N.Y.5. P.E. NO. 61483 it 2� 9 DOUGLA5 E. ADAM5, N.Y.S. P.E. NO. 8085-T 5URVEYORS CERTIFICATION LO s 350 // ;'j �A,o�� l` I HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING U�p� �`� 2�, 3 N OFFICE REGORD5, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY Us, AND/OR UNDER OUR DIRECTION. n C) lu C J-u of 4 JN C� C3 0 o N6 7 0 S 60 T o o L6 O i i S I� TIDAL VEGETATION AREA v r• fa o O t 1` C5 2 i s 4,23or!'/ 32�7V� s O 0 o n `_ � � •�ST l \i,i` tt1 � y �?q • � � I.n � f _ -' , • ` viol EDGE OF MARSH 1'Nry it / W W.HOARD YOUNG, N. 458g3 T ry _ �� 0 4 J ti �s. t °m .`Z '� BOAT 5TORA6E BU I LD I NC75 SETBACK LINE: WOODS � Q yJy GoN��� _ 5TRONV5 YAOf�T OENTER �� 42.60' STAINING MALL 182.66 �� p 20°W NSa°20'20"w — ° 586°10'20"W "i4.6"1 N87°36'S0"w 56.10' 31.25 a 'E 5 ° N8O°27,4011 584°2q'50 W woo at Mattituck, Town of Southold n I Suffolk County, New York now or formerly now or formerly N77D�$'s�"w REVISED SITE PLAN Russo I I Ze I Iner � w000s �/ N Denise Zellner Joseph Seth TuSa ALIGNMENT PLAN N / Noreen Mary Tusa o N 0; subdivision Map of "shore Acres" � w000s �Z � 1000 106 06 10 filed on January S, I1114 a5 Map no.41 I-- subdivision Map of "Shore Acres" � County Tax Map District 1000 Section 106 Block 06 Lot 13.4 Jx filed on January 3, 1 q 14 as Map no.41 a O \ 3-40/�' MAP PREPARED JUL. 03, 2018 Z I ► REv15loN Record of Revisions DATE TOS,NYSDEC NOV.20,2018 1 : \ NYSDEC JAN.02,2020 BOSCOLA RESIDENCE FEB.10,2020 SANITARY&DRAINAGE JULY 01,2020 SCDHS NCIA#2 DEC.15,2020 DOCKS&HWM MAR.08 2021 DOCKS MAR.12,2021 /(�® MULTIPLE MAY 18,2021 {�./ \F!1 {f'.� MULTIPLE OCT.18 2021 SCDHS NOIA#3 JAN.03,2022 SCDHS NOIA#4 MAY 06,2022 SCDHS NOIA#9 JUNE 05,2023 JUL 19SCDHS NOIA#12 20 24 REDUCED SCOPE OCT.1 2023 JULY 17,2024 Southold Town Planning Board 40 O 20 40 80 120 (L JOB NO. 201.7-0165 E = MONUMENT SET ®= MONUMENT FOUND Q= 5TAKE SET A= 5TAKE FOUND DWG. 2017_0165_91te plan-2 2 OF 15 ON OR AD04TION THIS SURVEY IS A VIOLATION OF SECTION 9 OF THE NEW YORK STATE TION 2)DISTANCES SHOWN ON D ARE NOT USED SH PROPERTY NES FOR CTIO1 OF PIES OF LAN SURV ATION (1INDICATEDOHEREON SHALL RUN ONLY TO THE PERSONFOR WHOM THE SURVEY 13 PREPARED AND ON HIS BEHALF TO EETIITTLLEA COMPANY,(GOVERNMENTAL AGENCY AND LENDINGF PROPERTY LISTED HEREON,AND STRUCTURES TO E ASSIGNEES OF SPECIFIC E LENDING IINNSTTTUDON.CERTIFlCATTIIONSS ARE NOT TRANSFERABLE TOUADDIOR NAL IINS�NTI(NS OR SUBSEQUENTOOWNERS.THIS SURVEY THE LOCAnpN NOT OF B EARINGWELLS THE SEPTIC ANKS(ST) INKED SEAL OR EMBOSSED SEAL.SHALL NOT BE D OBSERVATIONS A ON A A VALID TRUE COPY.({)FROM OTHERS. (W),SFFDC TANKS(ST)@CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD 065ERVATONS AND OR DATA OBTAINED FRON OTHERS. 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 651.727.2505 fax. 651.12'7.0144 N admin@youngengineering.0om • Howard W. Young, Land Surveyor Thomas C, Wolpert, Professional Engineer �Y Douglas E. Adams, Professional Engineer DRfi�I N1kGE CRITERIA � CALCULATIONS �� �. Daniel A. Weaver, Land Surveyor mingsl-ry , V = ARG 4 V = VOLUME (OF) A = TRIBUTARY AREA (5F) R = RAIN FALL (IN) $E VICE( )'•TO / WELL �� : I G = COEFFICIENT OF RUN OFF I I : x x I. NQER ROUN1�'. I FROMITHI. k1 - - 1NG�' 1 TRIBUTARY AREA NO.I S / I Iurtu Po>_ \ , EARTHWORK DATA A = 40,625 5Fto . \ TOTAL EARTHWORK VOLUME / �, \ \ '. VOLUME REQUIRED: .x. \ Ja x = 70,000 GY (GUT) = I NOSE / : �\ �. V. • . :I'. . .. T,, STONE: 6,571 5F x 2/12 x 0.60 = 65 7 OF F NOTE: GRA55: 10,45q 5F x 2/12 x 0.10 = 174 OF /\ / \ \ : I ; ; I : ; ; t VOLUME(5) ARE UNADJUSTED. TOTAL VOLUME REQUIRED = 4.780 OF / / \ I l • ; : : I. , t . .i m VOLUME(5) ARE CALCULATED UTILIZING GRID METHOD SURFACE * VOLUME PROVIDED: \ COMPAR15ON(5). USE FRENCH DRAIN A I 15" PIPE: 1.16 SF x 200 LF = 552 OF 20.9' RAMP �OAnNG DOCK \ OpL / 'so I : : I /'' / . •I. .I I `° SHED _ GRAVEL: (6.4cl 5F x 200 LF) X 0.40 = 51q OF \ P oo / x I:': • . I ..I USE LEACHING FIELD 1.0 (11) 10' DIA. x 5.40' DEEP POOLS = 4,064 OF :I : TOTAL VOLUME PROVIDED = 4.g35 OF SOS TRIBUTARY AREA N0.2 \ 1O�''6-13,T� is ' EXISTING WELL TO A = 1'18,5-75 5F \ \ I / BE USED FOR I �U h VOLUME REQUIRED: \ \\ \, . _' .� IRRIGATION I ':: I: :: : ' ' ' I: I l \ PURPOSES ONLY I :::: I' ' :::I . / ' 14�� �t ROOF: 68,514 SF x 2/12 x 1.00 = 11,5g6 OF I I.: .l W STONE: 60,555 5F x 2/12 x 0.60 = 6,055 OF 0 JO q Q \ GONG: 600 x 2/12 x 1.00 = 100 OF " " " " \ _ I:;, GRA55: 4cl,046 5F x 2/12 x 0.10 = 51-T OF \ I / TOTAL VOLUME REQUIRED = 15,545 OF \ t 1 ,- • VOLUME PROVIDED: \ x /. :: ) I OL _w USE FRENCH DRAIN 'B' '• \\ �I I, 18 PIPE: 1.16 5F x 286 LF = 505 OF \ F�oP' / a W GRAVEL: (6.4q 5F x 286 LF) X 0.40 = 142 GFCIA / - - - ` x tti /.' / t (4 J 7O / m USE FRENCH DRAIN 'C' I OA . . . . . . . .. . . . . . . . . . . . . / :. / / �� \i x 18" PIPE: 1.76 5F x 545 LF = 60.7 OF : ?� \ /• / / N Q GRAVEL: (18.24 5F x 545 LF) X 0.40 = 2,514 OF \\ \\ "X•.. . .. . . . . .. .. . .. .. . . .. / / .'. . 0 �o h t� '\. l8 \ �I OS- - - - /' .' /.'• • / �L h�� Lit Y D_ USE FRENCH DRAIN 'D' 15" PIPE: 1.76 SF x 206 LF = 565 OF : I \\ " - - - / T10.25 k t e r /.'. GRAVEL: (16.24 5F x 206 LF) X 0.40 = 1,505 OF : I \ / / `t DO cYi FLOATING DOCK USE LEACHING FIELD 2.0 I \\ .. . . . . .. . .X. . e� . . . . . . . . . . . • t T = (56) 10' DIA. x 5.00' DEEP POOLS = 12,516 OF : : • ' • • • • / / TOTAL VOLUME PROVIDED = 15,518 OF Q� I x \ ''/ 6.90 1 00, \ x I \ p�GH1NG FIEL 5 '� /. . ' .'�• : . / 1` END STON LEt* \ \ \ DEEP POOL 9�/ \ x w \ TRIBUTARY 40 :�•:. PAVEMEN 0 1 • .• \ 11) Ip171A•x5• T-17:0 .� .. BC�Or (. � v Ma' 9.1 x \• , 7.50TZ t Y 14 T0. \ \ x =20.fl RIM= © :�' •y,7. 1 \ 3N z iEx4.0 lL /• / '<;: '% x F\/INYIr t0 x 7.40 x 62 -0, SERVICE uG lG qx ENGINEER'S CERTIFICATION GH >7R IN , % ry f o 0 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAGE •� I F EN 200 L K` •' °q J 7.30 G FLOATING DOCK • TRIBUTARY X". ' •�, 3 yV,c3 D�4 / / . .,/ IN T RAMP G �= I \ �• O '� TRIBUTARY DI5P05AL $Y5TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME BOUNDARY g : . .. GH Rp,lly ' x , NOFF TO' a . . ,'','/ '. . : =8.8 i • ti 1 X FREN I T ROOF 114. Tq / x BOUNDARY OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH (t( 33 pX S6'L ONNEG: .FREjdG� Dom` #�' , /.'.', ,'' ..• IG AN5 C� •• �'•• x•'. .' . :/ •' ' � • ' ' ' ' . �� STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL titi III, : I `X a. TURAL\P ON5) /. . '. \-9:3q: .// / / 7.10 F�2 ¢ ? i `' FACILITIES, A5 PROPOSED, CONFORM TO THE SUFFOL OUNTY oWITE� AR QGA :•'.'//•' Rt6 RY / /�/ , 7.20 1°THIS DATE. /, ND 5 IN DOyy1d5POUT L / i i DEPARTMENT SERVICES CONSTRUCT 5TA Ill / : \ / . . �. /' EFFECT AS O •TRIBUTARY f '• \ \ :B.OU RY / / y 8�. . rn '•I " : / :BOUNDARY \ \\ 9.9 / x /: `+ °I APPARENT HIGH WATER (/ �.,`f` J til l . x MARK IN COINCIDENT WITH x BULKHEAD ! to x R� x x• / • : 9.50I : � / '/ 1' 5ERVIGIG 1 x . .. .. M ' :Fj� P� gU1LDING. co X. .. . .. I ; : :5T N N •i,ry 14, �,� / E k T : ' / HOY4ARD W. YO N '! 1 _ �R �� . x Y.S. L.S. NO. 458g3n BOUNDARY ` 1 THOMAS C. WOLPERT, N.Y.5. P.E. NO. 6I485 / _ _ / SaAT 'S� TRIBUTARY . . . . I I j /�/ 1 rn I / �F. \ \ o .tjI � / O x � xJ 4 DOUGLAS E. ADAM5, N.Y.S. P.E. NO. 808q� III - - - 1' \ . . .. . . . . . . . . . . . . . . . . . . . . .. . .. . . .. . . . . . X.. j/ I• / t \- - - - �j SURVEYOR'S CERTIFICATION m •� •tl .Base . . `V A ... I�.' .� :' �� � n � m,nR�-rynmtp I ►i No x .. 4 ? t# o / . . x \ OR OVgT . . . "� ` Ot7 .. ... . . // LOGP�TION F R , ,00 a Fti dq N TIE LINE ALONG \ O 5ED L ti (q1 W EDGE OF MARSH I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING - - - _ CONTROL PANS I/I/ ti �J, t �� OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS ti'» .. �- _ _- - - - x NO I''••. �/� pr v s x: �2 MADE BY U5, AND/OR UNDER OUR DIRECTION. • . . . . . .. . . . .` ax. . . . . . . . . . . . . .. . . .. . . \ RY gYSTE / • 1 / cc c� r,o / x NI OlNT5•. , R00M 1 • £ " EW ALLpW I/R. . BAT ry14 Cy�'N y Z x x. . Tq# so >7EEP.. ? SFJ ' / /;' (9 ° -I o£ t✓tH 20 4. (4) ' N x GHING GPL / / o a2' x RIM=1q.50 : . • ;.;. LEA E ,p,NON x. \ RUNOFF'TOU71JR� : I E•NT . / ���� / 30 .�P�E OF 9Z. IE=160 N NNEGT R G.FIEL w w t , F• '*, O 17 x �O�O o 9.5 I w o 0 / 8 5 `r GO. .. EAGHIN,. / sI IE=10.2 ►- LPL 5 OVVT5• � ' / �/ ! .0 �� / o W N PRGSPCiTURA T / 1n UT OGPT1 5) 350 I x"•' �/ t' $m z�`a W� i x FOR DpIN ax x I : /. �r s oz x t x 3 N tiT e� X x x �N x�• ' 4- G FIE >7 '•INL / I' '•9 . •' /�/ i' � <v �� � � �' -__ '% �i. . .. . . .. LEAGHI SEE OOL`� q.00 r 9.50 P P EL= 9 tu HO W YOUNG, 5 NO q3 zl. ..X . .. . . . . . . . .. o IE=6.00 INLET 950 Cs �•' Ii`IL1=7'. x ,� =44p WARD G, N. L. 458 EL=q.p4 NT g.50 i n =8.80 i:2o ; ; /�' \ I '��/I �N x TRIBUTARY $LEND PA � '4,38• '/ '.' ' . ' \t' /\ / x `lam` 0 o BOUNDARY STONE x .' /Ci ` \ i, os 4 y `\ / V I x ' '• � TIDAL VEGETATION AREA J 50 `\, ;i t, 1, cD pz `S " 9• r 2 �\ 1'' ry° BOAT STORAGE BU I D 11�1G ' 10 TMP' cfl I C/ ,� • / ct, \ 1i G / /\ / 11 t QPOSD I /' .y O 7 0 't'� ���k t t j�/ EDGE OF MARSH v STRONG 5 YGT CENTER � T 2 Bo�L,� 6 �,' I/\\ at Mattituck, Town of Southold o x x /• •'• o0 7 0 t/ , ry q �\\ - Suffolk Count New York O ASI '.s.GO T .oc / �' /' y 9.50_ T1 7.10 / `y1 s / '7.2 x / REVISED SITE PLAN O - - - - - 11,.00 . _ . . 5 . 8.00 ��F� oR 1 ` t , +' \ of o m O y . r'• 1 INLET MH 2.2 N o 68.70, x EL=8.40 GR�rD I NG DRY I NgtGE PLI�tN O x T11.00 f : ,�D : 16 .68.25. . . . 7: �' A IE=5.40 G 2 2 x; . . . . . .. h N O SETBACK LINE 89.35 �$ �,�0,, . ,CONC ®060 �X': 1 1000 106 06 10 •B8.8o- - _ ' ' ' '': 1 Count Tax Ma District 1000 Section 106 Black 06 Lot 15.4 OoS 6' I - 'AINING' L. '. ''R H •f\ _' : xg y 10 0 9 4' ' .• o N . . . . . . MAP PREPARED JUL. 05, 2015 now or formerly x12 N " ' �\ '• ' Record of Revisions 12•' x C7A or former t`J (�) P \�' \ ' . •. ° REVISION DATE / Russell Zellner 12 J ROPOSED „__, TOS,NYSDEC NOV202018 Denise Zeliner Joseph Seth Tusa ABo GALLON LP \ \ \ 1 NBOSCOLA YSDEC RESIDENCE FEe.lo.zo2o / A o FEB.10 2020 (}••\� Noreen Mar Tusa �� TAHI BOUNDARY N \ \TRIBUTARY X x J �', o I SCDHS SANITARY& JULY01 2020 'J GROU � J raj To e} C4 o� DEC.15 2020 subdivision Map of 'Shore Acres" y ° N N o `0I i� DOCKS&HWM - MAR.08 2021 cV a. DOCKS MAR.12,2021 filed on January 3, I'1 14 as Map no.41 subd ivis ion Map of 'Shore Acro5" N' N \ �$ RECEIVED MMULTIPLE MAY ULTIPLE OCT.18.2021 filed on January 3 I cI 14 as Map no.41 x ` SCDHS NOIA#3 JAN.03,2022 SCDHS N0IA#4 MAY 06,2022 / O ip y JUL 19 2024 SCDHSNOIA#9 JUNE05 2023 SCDHS NOIA#12 OCT.16,2023 rL Southold Town REDUCED SCOPE JULY 17,2024 h / Planning Board 40 O 20 40 80 120 0 a Scale: I" = 40' Cl = MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®= STAKE FOUND JOB NO. 201'7-0165 DWG. 201'1_0165_site plan-2 3 OF 13 )UNAUTHORIZED TION IS SURVEY IS A TION OF CTION 7209 OF T14E NEW YORK STATE TION 0M HEREON FROM TY ES TO NG ARE FOR A SPEaFIC ARE NOT TO USED TO ESTABUSH PROPERTY LINES OR ES OF IS SURVEY MAP OT BEARING THE KED SEAL OR SED SEAL SHALL NOT BE (T INDICATED HEREONA SHALL QU ONLLY�TO THEOPTMERSON FOR WHOM THOE'ASURVEY IS�PREPARED AND ON IS BEHALF TO THE TITLE COMPANY.GOVERNMEH�9AGENCY AND LENDING G IINSSYTUTIONNUSTED HEREON.AND TO THE ASSIGNEES OF THE LENDINGININS�TION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL RNSTITUTIOIS OR SUBSEQUENT OWNERS.T'(5)E LOCATION OF WELLS(N'),SEPTICDTANKS(9n QINGESSPOOLS(OP)SHOWNN HEREON ARE FROM FIELD OBBSERVVAATIONS AND OR DATA OBTAINED`FROMROTHERS. / ! / -?#-- H \ ..X . \ . -PRT i�OS I / /f w / / - - • �PROP05ED 2 '.\ '. '. ' 3tI1 1^tP:TI : I '` /- OL WATER-SE�VIGE \ 9ER�fIG o • / / ?_w o . ' I / 400 Ostrander Avenue, Riverhead, New York 114101 PARKING CALCULATION �? / 5 �\ I ' : ' '' mF tel. 631.'727.2303 fax. 631.'12'1.0144 N \- .X.�.. ^�10 .�P. I : X P RK NG REQUIRED oo RH. D / � Ch admin® oun en ineerin com BLIGIAN BLOCK / EXI5TIN6 WATER 5ERVIGE J (n - a A I / -i � / SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS �0ly\ / TO BE ABANDONED / 0LJ Z a °Riv . : . I . PRc POSE. '. '. '2-c p x Y�Y}Y� YY��Y���`>Y� OFFICE = 2,'102 SF ® I 5TALL/100 5F = 21 STALLS �rqy FENCE EXl5TING WELL TO BE D = 40 STALLS p r \ \ I '. , FI L'IN '. : j o p '.' `� MARINA = 40 BOAT SLIPS ® 15TALL/BOAT SLIP s / \ USED FOR IRRI6ATIO , , . I . I • : I ' ' I / 0 03�--a ;/ ,6 Howard W. Young, Land Surveyor STORAGE = 131,048 5F ® I STALL/I,000 5F = 132 STALLS g 9 I- 20, \ � PURP05E5 ONLY \ . ' . I : . '. • 's �0 ; 3 r ' Thomas G. Wolpert, Professional Engineer �{ w \ / 03 . '• I 1 . I '. l� m .* w i Douglas E. Adams, g 22 EMPLOYEES I STALL/EMPLOYEE = 22 STALLS W ) E \ \ ' 1• Q \ o S�OR� t : '• '. I : . I : : :' I : : ': : I �r �' itt j ocK .c Professional L n d u sneer oRAMP OATING D Daniel A. Weaver Land Surveyor j O C) TOTAL REQUIRED = 225 STALLS W \\ \\ \ e�p o GPRPG - tot' : .I " • 1 I '• '. . '. j a \ I '.\ ' '.\ 'III • i . .I '/ O 0 7- / Q PARKING PROVIDED y '' \ \ \ TOTAL PROVIDED = 5'7 STALLS °Ck .?. � ; : : I : '. •• \ '. '. : : III'• I f � c� • a r' ' \ •• I • . HANDICAPPED PARKING PROVIDED = 4 STALLS \\ Re .=v . I :1 I •. I I / x a� SANITARY DESIGN CRITERIA GALGULATIONS S 1 �`� . : . I .X I I ' II �/ / SEWAGE DESIGN CRITERIA : , I �: I : I : '. : : : : , . I.. t "X' . Ix : : I . ': ' I ' ' I •' , ,• I I / /' GROUNDWATER MANAGEMENT ZONE = ZONE IV I : ' I ' : k�ECTIZ . . '. '. / METHOD OF WATER SUPPLY = PUBLIC SE �/ICE(q)'•TQ'�E f ALLOWABLE SANITARY FLOW = 600 GPD/ACRE I : WELL : . : x• X . NDE Rou.i ). ' ' '• ., // 1 !r t i/ BUILDABLE LANDS = 15.8345 AG x 600 GPD/AG = 1,501 GPD I to : . I *.IFRomlTH.i.s ie7i • • • . .• I I \urtl I i�ol.l=\'. '.'. '. PROJECT DEN5I7Y 5EWA6E FLOW BUILDING USES GROSS FLOOR AREAS (GFA) • N to I ' ' ' \'. EXISTING: V. I o . \ . .\ .nn. . I .( 0 x. \•. '• '• '. a•• �o X RESIDENCE: = 500 GPD EXISTING ,, FOR : / X •\ \ ' ' 't r OFFICE: 2,'f02 5F ® 0.06 6PD/SF = 162 GPD \I 1PM� N P E // / \ \ \ ' :' I : '� MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD BLDG. NO. USE GFA I VR81 GPR / \ . '. \ , • '.\ ' ' ' I : :I GENERAL INDUSTRIAL: 4,g10 SF a 0.04 6PD/5F = lab 6PD I STORY I\ / I • ' : ' •tt \ BOAT STORAGE: 61205 SF ® 0.04 GPD/SF = 2,448 GPD O RESIDENCE 1,610 SF \ \ ': ' I . : � I / \ : : I : : : :I : : : •I . . : : m PROPOSED: 2 STORY \ / / ' I : : : : : o BOAT STORAGE: 65,100 5F @ 0.04 GPD/5F = 2,604 GPD 2 OFFICE 2,-to2 SF \ i I . . . i :l::': : I O L / / 1' 'I ! 2o.s' J �OAnNG POCK NON-STORAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPD I STORY GENERAL INDUSTRIAL 4,g10 5F \ / / I : : . I - ' ' /:. o r RAMP 3 I STORY STORAGE 12,410 SF \ PpO�- / �17sp I :X1 ::'/ : ' I : I $HED a TOTAL DENSITY = 6,1141 6PD O \ D� . . ' ':, ' I In STORY 5TORAGE \ \ / / I : : : : 1: : : : I : : I : : : : I a O (RECENTLY REMOVED) Ibq SF / \ / I I , , . ; . 1 . L �_ t`'t,\\.,,, t W DESIGN CALCULATION5 5ANITARY 5Y5TEM NO. I y I : : : : • . 1 : : I 1 60,3• t\\' . a �� I STORY ./ \' n / I : . I t F� ' ,1 I, �o ci? EXISTING: O 541 5F \ \ Ow I ' ' • -I : : : ' ' ' f \t `� gD wN GENERAL INDUSTRIAL: 4,g10 SF a 0.04 GPD/5F = Iqb GPD STORAGE \ `� Donn forn1 er'I / I I : : : ' 1: : :: I:': ; I '1 ,; ,\ 1 BOAT STORAGE: 61205 5F ® 0.00 GPD/5F = O GPD O6 I STORY 10,'786 5F �-- _ \\ •\ (o6p_M. B05G / � I : : : •: : . -I:: I- I t t\ U \ STORAGE _ ` \ ..� f06_6-13.7j oIq ' EXISTING WELL *'O ..:I: :: : 1:::: I •; ,: I L'U fn PROPOSED: - O 1 5TORY I5,0"I6 SF \ \ I / BE USED FOR I ' • • • ' 0 .\ U N BOAT STORAGE: 65,100 5F ® 0.00 GPD/SF - O GPD STORAGE \ \\ IRRIGATION I:--. I- '' .. :: I:::: I . ! f` ,i ur \ NON-STORAGE (BATHROOMS): 152 5F ® 0.06 6PD/5F = q 6PD \ \ \ -� PURPOSES ONLY 1 . ;. I'' / ! ' �v TOTAL DE516N FLOW = 205 GPD STORY \ - �- I. I: ' '' :'•\ O STORAGE 22,425 5F \O� \\ \ \\ I ;: . . . I:: : I . V. \ ! t U \\ \ \ _ PROPOSED - _ \\ I::::i: ::.' I' ::/. : 'Ij . .! \ \ REQUIRED 205 GAL. OA \ -_- I::::' I '�! � t \ � USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 GAL. BLVIS NO. USE GFA \ I : . .I::: / :.. . \ \,' ..:I:. :: , \ LEACHING s� \ X/•, . /. .. '• / II ° �; i 01 REG. 205 GPD / 1.5 GPD/5.F. = 137 5F5WA O STORAGE 65,100 5F . . . . . ��. \\ /' �' w �� I: \ :/ ' ':•: /• � \` 4 2 `` LEACHING GALLEY SIZE: r'�• '• '•. \ � - - -�•. .V..ry a. . , / ., // . " , \t �J 7 �a . v, 4.75 W x 8,50 L x 3.00 DEEP = '1q.5 SFSWA / . ' � * \ / :• / •./... ' N � w t t � � USE 4 GALLEYS ® 'i01.5 SF5WA EA. = 518 5F5WA g \ '- \\\ ''.' /.' •• • / ''./..' , ! N 0�� , DE51GN GALGULATION5 5ANIT RY : \ ''. ••. •. ' • . . . . __/ .. /, � , In 4! m 5C � A SYSTEM NO. 2 EXISTING: \ \ .' /.'.. � /,'.'.., \ Z� N � \ - _ - A','.•'..' ! \ r;° \• OFFICE: 2,'702 5F ® 0.06 GPD/5F = 162 GPD - / ' MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD :/� ' 'I : I'X \\ - ;:. / /.'. :':: ,,! 710.25 k \'t - Y OCK E _\ /. ' .i 69.75 u/^ tz m - FLOAnrlc D TOTAL D 51GN FLOW - 562 GPD TEST HOLE DATA .' . I : \ / /. " I/ ! \ J \ / . \\ �� I/A OWT5 MGDONALD OEOSGIENOE I : . ''' \\ x. 8� . . . . . . . . . . . '. / . .., • ! i 3 2 D REEGEND 00 GAL arssna �p \\ x / ;/„•„'Y>..`/ .'- ��/ £ tt w �\ 3 m 3 USE - AS MFG BY FUJIGLEAN USA = 131 62 �, .. 1 WX ' \ "(Z'.. /. . 1 .l 6.90 !� ,\. \` ® o LEACHING £L•a.o o.o' EL='i.b o.o' QIn X \ • / - ! p \ 3 REQ. 562 GPD / 1.5 GPD/S.F. = 3'I5 SFSWA MIXED MIXED \ X• I , . x \ X. . . . . i3=$• s \ 1 J 5AND 4 SAND 3 k •• '• �I \ X '•9AI. /. -' '/.: • . ,� I! ;' \ END STONEBLEi \ -/ 0 M LEACHING GALLEY SIZE: LOAM �°`M o5' 2 \ \\ .'' •' •;'�. PAVEMENT �O4 1 x 4.'15'W x 8,50'L x 3.00' DEEP = "iq.5 SFSWA \ T=17.00 ; x X \ M .9.15.• i. ', •! \ t 7.500 \ a Y eRO� PALE A \ \ � 'V \• USE 5 GALLEYS ® 7q.5 5F5WA EA. = 3q8 SFSWA FINE FINE Z \ , \ - \ T=17.o0 /. './' �! }• J \ o (sP) (s I z \ / \ B 9,50: >I ✓:�.;I . t j 4� r NOTE \ x \ T=20.00' �' ' % � t z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT ``\� PROPERTY. 6W EL=1.4 7.6' 6W£L=12 6.4' Q Q \ 6' HIGH BLAot ' , I \ sow / b' \P t t 0 m Ne'Wf'.fi. f3�9.15 I. / X y F WATER IN F \ VIN'�L GL. •, I . \ ' H�'NS) . p : ,'/ x '' l `1;t 6° \ a� o x' 8 .pT R s,� o / \� 1ttt.3 \\ WATER IN PALE Q x I ( P j D •/, \ }\ \ \ PALE BROWN \ : •P \1 BROWN FINE (Ax \. ;; 7.40 FINE SAND OS \ . \ 'X'-,\•:. §b .X. ';/ ' '' . /.'�9.10 ~ ' SAND ( � _ ENGINEER' 8 / �� UG ELECTRIC r S CERTIFICATION .. •. ram• U Mt ou (sP) la.o' '^� 1 " : : `' / ; 62 \ SERVICE > a . . . X I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAGE X. Y.. ./' '.9.10 x \ /d. / / �' ' e. x ' - I '�' .'�. / /,/�/�O° 7.30 �� RAMP FLOAl1NG DOCK D15P05AL 5Y5TEM(S) FOR THIS PROJECT WERE DE516NED BY ME n.o' x \ / / OR UNDER MY DIRECTION. BASED UPON A GAREFU U sy' . • • . : I : . . . • •' t\\ , � STUDY OF THE SOIL, 51TE AND GROUNDWATER DITIONS OALL 6H RO • . I x: : : : I . i � . ,•'.` %.'.' ' '/.'... . . .. •/• •' !f ; � t , 45 FACILITIES, AS PROPOSED, CONFORM TO TH 5UFFOLK COUNTY \ " (y/'' /' f I 6 t'' `JUG DEPARTMENT OF HEALTH SERVICES ICONS GTI ON STANDARDS 6k ::>"'..:. : . . I \ / ...'/�9.37. o, .// tt 7.10 �2 " `••t `��' EFFECT AS OF THIS DATE. \ /, . , ° \t ./ , yy _� X. / \ \\ 9� / X �� \ 1' z APPARENT HIGH WATER i g£. . . % \ . \ _ : /./�� t' t. MARK IN COINCIDENT WITH IL . , v 9£, . .. . . .. �. / 9 ,x \ � -� - /.' . / . . //. I ./� (� W t BULKHEAD7C < OL `� �,. p - / / - \ ".. . . . - _ `- !' " UG ELECTRIC HOWARD W. Y N.Y.S. L,S. NO. 458g3n f '::: , .'; X / 'f x' 0 `t SERVICE \ a rn D � ST OR \ �jMG- •'. 9.9 I : : � � �h ` THOMAS G. WOLPERT, N.Y.S. P.E. N0. 61483 "I I I 'r`- < X. ... h.-C�. .... . . .. / . • Z'16P OS x \ DOUGLAS E, ADAMS, N.Y.S. P.E. NO. 808q'I 11 . _ RASE X : . , - . . . . \ _ _ / 5 �p / _ : : : z ?{�'Q(0'., • . \ X� : I : �w : ';, t' 5URi�EYOR'S CERTIFICATION { / K / N� 6 x I/� : .�.: I HEREBY CERTIFY THAT THIS MAP WAS PREPS ZING . y C ,.• '' / . ' f` ' '• ' X \ . , . ,.x OR OINTS / .' :/- i`"? 4��� t tt; Z#sm1� o TIE LINE ALONG RDS, AND BOUN D TOP IG'� /� VEY5 aSe OFFICE REGO DARY AN OG P. �C, v / Tr . .. / LOGP:TIONP /� i�0 v F 1 , ON \ •\•r.; / >.. .• O 5 L 4 5i_0ye �; \ ry t W� EDGE OF MARSH MADE BY U5, AND/OR UNDER OUR DIREGTI �,� , •, / \\'. '. 5D / I �A \ � oN �� - `. "" _ _ _ - ortr�oL x X, ,/ ;, ti m , ;t > RD t�; r� £ x /// / ,•'`:� 1x - - - � / " \ 5 O.� / t, ��Y� C'� % s ttt X. o �p.�" . . .. . . .. . . . . . . .. . . . . . . .. . . . . . . . . R'1' S OM' ', ry it N � • •''' /1-1 x �:';t` NI p l.)_ON.I./P.••oWTS 13AT . O /� ry1� °�Q . y r- -L ' X . / ,:x' ^ . .. . . I . . . . . . . . . . . .. . . .. . . . . .I . . . x O_ 50 SEEP. � 52 5 .)'' / �J .• i t (� o t / i I �� �,; 0£_ . X 4 �S'W x'S:5 Q S Iq'. X / tt ,�?� 2 ti L jCPAN x. �� 3 z \ ; y. . $� . . / / '/ x X . is 509o' FUTURE E •.'C, 5 E'N� }t 4( � O t\ q cD o( AA dA-kq. t r, 9 3 wZ /i'' 50F ; p WT \�e���� tl' 1 �� w W HOWARD W. YOUNG, N. . L.5. N . 458g3 `; \ /' T' .. / I . ---- X _''' . . .1 .�1^ / ti Cal N . 1 ...... � 1'7� ..* � . . ! /k - ' 11 ,11. . . . , . g50� ' / I. 9. - °�°°o`� .,i` Y BOAT STORAGE BUILD11�G5 Zl. . .X . .. . . . . . . . .. 951 '_ t3 g.5� z . ' �:z-- x t` LU Q 4) ;\t : x to 5TRONG'S YACHT CENTER � I � ."111v , . Po] a / 4' ! \'\\ t\ I X x V at Mattituck, Tow . '\sOsi \ V/ ; . 11h TIDAL VEGETATION AREA Suffolk Count New York E U ' I. -,.✓ f P 0 E'j .'�'r \\ \\ - 0 �� aO a.. is E.. 9"5 7 r 0' //'' .J,,• / 5)• t!.t t 7.20 �1\ .X- ° . I be /.' ,' REVISED SITE PLAN 10' I:s ; : . I : : . �". % s \' \\� \ry / v UTILITY FLAN � - ''� / \ y EDGE OF MARSH .. OPOgD I : /.' 7 0J t c� p O I x X �` I s.00 /, T .o0 7 ° t'+lryh F \' / 1000 106 O6 10 X t �--. County Tax Map District IOOO Section 106 Block O6 Lot 13.4 n. L o �� O \ 9.50- T1 7.10 Gpq S 7.2 x xW f MAP PREPARED JUL. 03 2018 p 'S �^lj 11.00_, . - . - . X - 5 8.00 1'F< i t' v X o i , 0 O o X ', 10.50 �ti• 88..70, '- x 7.20 qy x� � : REVISION Record of Revisions DATE O 'S T11.00 X j ,�[k: �6, a •. . . . .88.25. , ,: . - .,q x � X TOS,NYSDEC NOV.20,2018 3 yciZ 69.35 • ^ �qF 0 . , . CO . ' yyx• NYSDEC JAN.02.2020 5 U •' NC �I; . ; w BOSCOLA RESIDENCE FEB.10.2020 SETBACK LINE '68.80- _ _.. . . . .:: : __ .. q � p / -} •A1Pq1N6 A I 7- `., , - o O SANITARY&DRAINAGE JULY 01,2020 /S L, ., \ • '• '', \ Ia x SCDHS N0IA#2 DEC.15,2020 �' 14, . . A6' : i ti \;:::;:;: w . DOCKS&HWM MAR.108,2021 2 2021 12' ' N ry ' 28 30 - ` '•\'' � : MULTIPLE MAY 04,2021 ��•' � now or formerly N \�'I. ' �' \ " RECEIVED MULTIPLE DHSNOIA#3 OAT.18,2021 . . , , X now or former) (2) p \ -X • ' • • •• • '•.0 SCDHSNOIA#4 MAY062022 / Russell Zel lner 9/' . .. . . . . . y 6A P zD `` { Denise Zellner ^ 12 Joseph Seth Tu5a I$ AB GALLON , \ \ Cl /` I .* . JUL 1 9 2024 SCDHSNOIA#9 JUNE05 2023 / , \ 0 x o RCDUCED SCOPE JJU Y 17,2024 FF-ii Noreen Mary Tusa ��ouND TANKS I N \ • \ J �' � 0 I IM subdivision Map of 'Shore Acres" o N " " N 63 N Z� Southold town filed on January 3, Igl4 as Map no.41 F_ subdivision Map of "Shore Acres" "' 1 . ' Planning Board � w f i led on January 3, I q 14 as Map no.41 40 0 20 40 80 120 S / O e . JOB NO. 2017-0165 5co l e: I" = 40' O = MONUMENT SET 0= MONUMENT FOUND A= 5TAKE 5ET A= STAKE FOu,ND z \ DWG. 2017_0165_site plon_2 4 OF 15 ON OR N TO SURVEY SECTION 7209 OF THE NEW STATE TION CES 340YM FROM TY TO EMSTING NES OR FOR LAND SURVEYOR'S TO Y. ('INDICATED HEREON SHALL RUN ONLY TO THE TMPER'SONN FOR WHOM THEASURO� PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,(GOVERNMENTAL AGENCY AND IENDINGPINRSTITRUTION LISTED HEREON,AND TO THE ASSIONEES OF THE IENDINPC INSTITUTION.NOT CERTIFICATIONSS ARE NOT TRANSFERABLE TOUADDITIONAL IN3T7UTIMSFOR SVBSEWENT COPIES OWNERS.THIS THE LOCATIONNOT OF WELLS(W),THE TANKS(ST kINKED CESSPOOLS(CP)SHOWN HEREON ARE FROM FIFIELD OS�Mi�ND OR DATA OBTAINED`FROM OTHERS" TEST HOLE DATA PARKING CALCULATION BUILDING USES 4 CPR055 FLOOR AREAS (GFA)/ NOTES FOR,nnnl,}al-T,�oan_ ,Mul.g4I Mmrra�g IT WDONALD 6E05GIENGE PARKING REQUIRED EXISTING ABANDONMENT OF SANITARY STRUCTURES a/2s/Ie 400 Ostrander Avenue, Riverhead, New York 11901 N 0 131 132 SINGLE FAMILY DETACHED RESIDENCE = 2 5TALL5 BLDG. NO. USE GFA I ABANDONMENT IN-PLACE tel. 631.727.2303 fax. 631.727.0144 OFFICE = 2,702 5F a I STALL/100 SF = 21 5TALL5 adminayoungengineering.com ++C EL=a.o o.o' EL=�.6 0.0' 1 I STORY I610 SF EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL MIXED MIXED MARINA = 40 BOAT SLIPS ® I STALL/BOAT SLIP = 40 STALLS RESIDENCE , RESIDUAL 5EWAGE WASTES BY A LICENSED WASTE HAULER, REMOVIN6 • "• c'IAAM= 2.0' LOAMa 5TORAGE = 131,048 SF a I 5TALL/1,000 5F = 152 5TALL5 2 STORY THE TOP OF THE 5TRUGTURE(5), BACKFILLIN G WITH SUITABLE SAND AND 0.5' 22 EMPLOYEES ® I STALL/EMPLOYEE 22 5TALL5 OFFICE O2 2r'702 5F GRAVEL MATERIAL, AND PROPERLY GOMPAGTIN6. r = s 3 E4WNN �Y� O I STORY GENERAL INDUSTRIAL 4,510 5F ABANDONMENT BY REMOVAL Howard W. Young, Land Surveyor FINE FINE TOTAL REQUIRED = 223 5TALL5 3 I STORY STORAGE 12,410 SF EXI5TIN6 SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL Thomas C. Wolpert, Professional Engineer (sp) I STORY STORAGE Douglas E. Adams, Professional Engineer SAND SAND PARKING PROVIDED O4 165 SF ENTIIRE 5TRUGTURE(S),BAGKFIILL N61 WITH SUITABLERSAND AND GRAVEL g Daniel A. Weaver, Land Surveyor SM EL=1.4 "1.6' 6W EL=1.2 .4'6 (RECENTLY REMOVED) TOTAL PROVIDED = 57 5TALL5 MATERIAL, AND PROPERLY COMPACTING. NWTER IN O•` PAIN Stzo HANDICAPPED PARKING PROVIDED = 4 STALLS I STORY 541 SF 5TORAGE ABANDONMENT OF 5EWER PIPING \ EMWM FINE O I STORY 10,'186 5F THE A550CIATED 5EWER PIPING SHALL BE OUT AND GAPPED A5 A FINE SAND 5TORA6E MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED \ IsPJ I STORY FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION S 5p) 15'O O 5TORA E 15,076 5F 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. SANITARY DESIGN CRITERIA I$ CALCULATIONS •\ 8 1 5TORY 22,425 5F CERTIFICATION REQUIRED O 5TORA6E THE ABANDONMENT OF EXISTIN6 SEWAGE D15P05AL SYSTEMS, EITHER SEWAGE DESIGN CRITERIA \ IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A •\ PROPOSED LICENSED DE516N PROFE55IONAL OR LICENSED CONTRACTOR AS GROUNDWATER MANAGEMENT ZONE = ZONE IV _ INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR METHOD OF WATER SUPPLY = PUBLIC •\ /./' •�, BLDG. NO. USE GFA PROJECTS SERVED BY MUNICIPAL 5EWER DISTRICTS, THE ALLOWABLE SANITARY FLOW = 600 GPD/ACRE /./' APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BUILDABLE LANDS = 15.8545 AG x 600 6D/AG = 5,501 6D •`'\ O STOTRAGE 65,100 SF BE CONTACTED. PROJECT DENSITY SEWAGE FLOW •� �'/ ) EXISTING: o� • /•/ ``ci \ RESIDENCE: = 500 6D •\• 0 •\•\ L 1ST OF ON-51 TE 5TORA67E 7ANK5 MARINA: 40 BOAT SLIP-E., a 10 GD/50AT SLIP = 400 GPD GENERAL INDUSTRIAL: 4,510 5F a 0.04 GPD/SF = IC16 GPD •\ BOAT STORAGE: 61,205 Sr a 0.04 6D/5F = 2,448 GPD \ TANK # SIZE (GAL) CONTENT TYPE PROPOSED: \ BOAT STORAGE: 65,100 SF ® 0.04 GD/SF = 2,604 6D •\ �O,Po 6 2000 GASOLINE AST OUTSIDE NON-5TORA6E (BATHROOMS): 152 5F ® 0.06 GD/5F = g GD \ nov4 or formerly •\•\ + ,P pS 8 205FUEL OIL AST SIDE O DIESEL OUTSIDE TOTAL DENSITY = 6,115 GD \ \ North Fork \•\ 'I'S�"� DESIGN CALCULATIONS SANITARY SYSTEM NO. I 9 275 #2 FUEL OIL AST INSIDE \ \ Project, LLG /� � EXISTING: \ \ \\ •\•\ ��� 10 275 #2 FUEL OIL AST INSIDE GENERAL INDUSTRIAL: 4,g l O 5F a 0.04 6D/SF = 156 GD \ \ \ •\ BOAT STORAGE: 61,205 5F ® 0.00 6PD/5F = O 6D (Z- OF POLLUTION CONTROL > \ o TANK NUMBERS SHOWN AS ASSIGNED BY 5GDH5 OFFICE PROPOSED: o NON-STORAGE (BATHROOMS) 152 SF aDO.O6 GPD/SF = CI GD o o a� _ _ _ TOTAL DESIGN FLOW = 205 GD.` I/A OWTS -' — — — — — -- — — 20 NOYV 'ONoo PROPOSED - - - - - - - - - - - ONno,4 \ \ G �Q METER PIT REQUIRED = 205 GAL. USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 GAL. ��\ o PROPOSED 10" 'S •� d O LEACHING \ oyoyo\ �P� a o� y� S WATER SERVICE REQ. 205 6D / 1.5 6PD/5.F. = 137 5F5WA NOTE: ALL CONDUITS BETWEEN PANEL AND a c SQo , OcfO'' `� PROPOSED 2" LEACHING GALLEY SIZE: TREATMENT TANK MUST BE 5EAl ED TO PREVENT / o / O 9 GA5 LEAKAGE INTO PANEL. ` > 4.75 W x 8.50 L x 3.00 DEEP = 7g.5 SFSWA \ ebn S \ �s�^� \ / WATER SERVICE //! USE 4 GALLEYS ® 7g.5 SFSWA EA. = 318 SFSWA 000 FOR WIFI COMMUNICATION DEVICE; / \ Q o / o9o�y \ << DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 USE ALARM/CONTROL PANEL MDL#1045040 WOOD DECk EXISTING: ROPOSED c CONTROLLER 'G MFG BY 5JE RHOMBUS / �o >yy\ coNC. / � �I II 10" RPZ & PROPOSED o N dam\ F°�o wooD S STEPS 2" RPZ I N ELECTRIC, CONDUIT OFFICE: 2,702 5F ® 0.06 6D/SF = 162 6D ALARM/CONTROL METER / �s�/ \�lnd\ •e - wtir ��o HEATED N •� POWER FEEDER MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 6D PANEL MDL#1041572 INCOMING SERVICE moo/ II " 1V,113N C` O ENCLOSURE o 50 c' w TOTAL DE516N FLOW = 562 GPD CONTROLLER A \ b0 1 v cu Q v A) `� ro oo��N a MFG BY 5JE RHOMBUS / / �Hd� N N �' o `� " ° I/A OWT5 DEDICATED / N Q ^� a FRAME PROPOSED CONTROL PANEL MOUNTED 15 AMP BREAKER a s8Z o o-! a 9 x ` ' / •' •X' x /� o �`� � o o �' ' / GARAG 2" BLOW-OFF O N 4"X4" PRESSURE / z . `O 24,5• OVERHEAD W ,S — O .�;. REQUIRED = 562 GAL. . •' / � USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. TREATED WOOD POSTS / ri \ M - ,� I / '' - _ Y o Y EX15TIN6 WELL TO 120V AG, 10, �o \ o�, -1 1 34 ' �' z LEACHING 60HZ, 15 AMP POWER SUPPLY o o N �y JN a k. • Od .'• . o I / w BE ABANDONED #12-2 AWG WITH GND IN I" PVC, CONDUIT m t 3 3375 5FSWA u c . :' .'•'.' X o S MAIN INSULATED SERVICE \ / . ' LEACHING GALLEY SIZE: / oy� 30 0 �s' �' ' ' �...:'• 75'W x 8,50'L x 3.00' DEEP = 7g.5 SF51NA ./, . . • . . . isHb1 4. o AIR WEATHER PANEL o� y Z i v 'G)s 52. . . . . . . .. . . � GATE z g / \ EX.ISTI.N 1 ''^�17 Q oa USE 5 GALLEYS ® 7g.5 5F5WA EA. = 3g8 SF5WA BLOWER RESISTANT o Cl) BLOWER / \ 50- : ','. :SAiQITA }1 WELL ENCLOSURE HARDWIRE / \ 48. SYS�EM'.TO BE, / `Il os I \ \ / �' ` /.', �' 10 O Z 'I �o PROPOSED X FIN. GRADE / ;::•�'�.AB,4NDp.NED 1 2p, w WATER SERVICE THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT \ o o� k6 ' ' ' Q U ,,, PROPERTY, / EOv G•e� /. • /. 24• w j o ELEGTRI G SUPPLY c O. ' /.• • .• •' `, �' `, I. TO BLOWER / � � �a' ''• •'' .X1.STING• !kE1�L•�.' . i 4 ` / ' � � 5ST / ' L'ATEb�A Tp BE ' i � TO FUJIGLEAN GROUND 5JE RHOMBUS AIR BLOWER / O / •' / / ' //W: J OWT5 SPLICE BOX CONTROL / 2 / /.,fB'ANDONED / ,,�• / GENF j� NEW / w ,�D ENGINEER 5 CERTIFICATION AIR LINE TO "X • , , N (� Rq� NANDICAPED w PANEL O S // a I " PARKING Q onngry LEGTRIGAL SUPPLY FUJIGLEAN OWTS l / . . ,:,•/. ,•'. /. . �'' (g 9r TRIq� Cp l �/ '" SIGNS / D / / / /•' %•' •' • • • ' ' ' t 0 s f) 03 ,w o w • 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE �`"a/ �I. � RAMP L) CONTROL PANEL BLOWER ELECTRICAL ONE-LINE DIAGRAM / "��" '. ' ' '/`'•'. ' '/' •' • - - I o . Now DISPOSAL 5Y5TEM(S) FOR THIS PROJECT WERE DE BY ME / 1; NEW 4,t� CO 273 , Q L wN •'/.•'.•'.•:•' /� .•.•',•' � i z 5 OR UNDER MY DIRECTION. BASED UPON A GA L"AND TH UGH 50ALE: NT5 / /. •'• '•'/. '. '. : / -"ANDICAPED , J� /.''. \ 1 3 3 w STUDY OF THE SOIL 51TE AND GROUNDWATE GONDITIONS,;AL' PARKING" r? aw cYi FACILITIES, A5 PROPOSED, CONFORM TOT SUFFOLK COUNTY wL J� / 4�/. '..:,'.�,• .',. j 434 ,, SIGNS r9.1 �>O 4a 5 0 /,• . . ./,; / F,FL. w o 0 o DEPARTMENT OF HEALTH 5ERVICES CONS CTION STANDARDS'I O� / . ,• /• / I 2 STORY '` z ' lll��� o EFFECT A5 OF THIS DATE. X• : j. /. / 1 WELL ''`�- . /� FRAME 5 H= o \ , 2 UILO G m a f a / %. ', ': '. ' / /�3 Srik l Sa o ' o bsmt•) 9.0 o \ a °y 1 5T r o Q V 40.5 r` NEW a� 3 ; �� / ,/ i MFT > CO SIG HOWARD W. .Q1&6, N.Y.5. L.S. NO, 458g3n a NO ARKING" o o / / a) t \ ILi o ❑ CT :I:: x (N U)<Q h' t` I/�"� . / �� - ELEC TFfOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 NEW DOU6LA5 E, ADAMS, N.Y.5. P.E. NO. SOSg7 o e G it :c� [ x L� S Sry7 \ 7/ "NO PARKING"� cONC. BASES s FINISHED GRADE AT TOP OF WALL I I : h SIGN / LIFT ``t. •. EXISTING SANITARY I : : I M O ) 1 40 GK FOR SIGN SHALL BE DESIGNED FOR PROPER cD / / o� i�,'. 3 `'' SYSTEM TO REMAIN \ '.'. '.' 1 l / s DRAINAGE TO PREVENT PONDIN6. / / z,�'• .':.\ `' STOR 1:'�,:, cK EXISTING (SGDH5 REF# I1-SO-ao) \ . '. .'1 (, qc , : �° LI Tom` SURVEYORS CERTIFICATION \ '. .'' ' ; 2,4r F �s.2, l, z - 2 STORY 6" LOW PERMEABLE SOIL "'tl' MIT • \' '.':. \' : 1:,:, T12 Sf) �� o re OFFICE BUILDING ': `` .''` �'\.' \ : : i. 610.0 • I HEREBY CERTIFY THAT THIS MAP WA5 PREPA IN6 N/ �x� 9.55 ,,;l 4L //: GFA=2,702 5F (DRY) a l' M •. PRO 05ED f�t . '', :;`1' :: t• / \': : : " �"0so I o 1 OFFICE RECORDS, AND BOUNDARY AND TOPO P tG 5 o I g e _ T" I•, . ,. ,• :,..' '. \ : ,�•. •. .. ., 1 9.30 VENT Wit` FIRE INE MADE BY U5, AND/OR UNDER OUR DIRECTION N 1 PROPOSED E-ONE ,9.20 II CONTROL PANEL O 0s m I TY A NI LL'':5 • ' 9.4o l I s.4o FORGE AIN PROPOSED E-ONE 7N62T:;RE. ' •INIi (5 ' TAi Y �t�' I e �\ - `n e ; s BLOCKS AS MF6. BY •, t. �� x -! / / \ •� :: '.' •:; • : :: ., \ n o 3x...:'.•1 EXISTING ., •: .� •. �� o PROPOS D 2 0 1 DUPLEX PUMP STATION 5-1 REGON WALL SYSTEMS `5 t' i• / o / X- \ �'•.• o. �Y a STORY o OR APPROVED EQUAL I STORY :•. T1.8;b� a o� gU1LDING WATER,5 RVICE $ (n r 54 i /J / FRAME HOUSE O :; �610.5•'.' �' fJB: R p7 W C^t ._, tu z /oo / 1010 5F r i GP � :� . O SI , . S6 O NEW SANITARY 5Y5T Lri NO'2:;:. , ' '., L>C.\ 9 3 -L Q / / ••. < wN HOWARD W. YOUNG, N. . L.S. N . 458g3 Q w . . 7 a . ' ', G(n / 700 GALLON I/A O �, •• :'• 5 N I w Np R > •: :>L / / 7,�n O O I I 1 \ a 2 �r . . . .m. . . X �i 1 FLOATING DOCK y U f 5T (5) 4.75 W x 5.50 L x 5.00 D EP :: �31 N �j W II.B° ° ..,. .A• ' � _.; ..> j o LEACHING GALLEYS °s 14,1' z W m :•,. .A l l O , 50% FUTURE EXPANSION \ 'e1p. ;.� —11 \ r. / 4.G' Y�2:o 11��\ • r f f col BOAT STORr4GE BU I LP 11�1G5 w ;^ MIN. 12" DRAINAGE ZONE / WELL — / o ;3r �� i .�._._._._._. ._._._._._._._._._ V. \' \6105. • I 1 �so�!j1 F.� / ga ' '"~ ', -�- 4 r PROPOSED LOCATION ,, CRUSHED STONE a � . . '• . . ' '. •n.: 4' � r 'i'1; (g14 ) l f;/f f 3'` X —� FOR OWT5 CONTROL .. ..•.\ ',\ \•. .\II ;J ; _9 Y 5TRONV5 YACHT CENTER GRAVEL DRNEWAY z4 / 4 BLOWER at Mattituck, Town of Southold DRAIN -,,PANEL ` \e (6" MIN) f Y p�y p05��DD Suffolk County, New ork PRO=O5E17 2" \ .X.; .1 2�VVAtTER• ; : ,m a / / o w�,'r- R—SE1�vIGE 1 REVISED SITE PLAN UNREINFORGED CONCRETE OR zz a 1 . ' 1 I f UTILITY PLAN o CRUSHED STONE LEVELING PAD oo / / r' RH I m W N (b" MIN. THICKNESS) / \ �D'.WIRES�, ' I' . . . ' I r, ee�cl / \ EXISTING WATER SERVICE :X p' T �(� `i a 1000 106 06 10 A sr TO BE ABANDONED ' o - 1 4N BLOCK : I : ' : '.I -1 COMPACTED 5UB-BASE ONE OR1V", FENCE : I '• 'PR POSE', '• '• '• ^� County Tax Map District 1000 Section 10(6 Block Ob Lot 15.4 y ar EXISTING WELL TO BE \ : I : . :Flit LINT. % Z o d 2 o j REVISION Record of Revisions JUL. o3,pAoTIBE mMAP- i J / USED FOR IRRIGATIO I ; .. I I :. ••5 I ;fa � �' v �j; GRA\/I TY RETAINING WALL < 2 \ PURPOSES ONLY v f l TOS.NYSDEC NOV.20,2018 ADD TANK INFO APR.08.2019 o TO I I G -11 J RAMP NYSDEC JAN.02 2020 R OATING BOSCOLA RESIDENCE FEB.10,2020 ' : 1 '• t SANITARY&DRAINAGE JULY01 2020 SCDHS I/ D_ DOCKS&HWM MAR.08,2021 O DOCKS MAR.12,2021 \ J MULTIPLE MAY 04,2021 MULTIPLE OCT.18,2021 W SCDHS NOIA#3 JAN.03,2022 \ 6 OCR \ �• �X � I .• ` •' •' 1 • '' •' I .' � � •' IiI• � f � SCDHS NOIA#4 MAY 06,2022 I X a Sri \ I '• I ; ' : ':I f o RECEIVED SCDHS NOIA#9 JUNE 05 2023 1 o p I 'q� I ' : f g a __ SCDHS NOIWATER IA#12 RVICES OCT.16,2023 40 : 'Q11 I ; • '• • f � \ x I ; III J REDUCED SCOPE JULY 17.2024 w x '. : • : '. JUL 19 2024 m I I I I; : EGTR C /f Southold Town I : WELL 5E VICE( )•TO-I.E '• '• '� I 1 sj1 /fit Planning Board 40 O 20 40 80 120 o X; X : NQER ROUN>b'. a IFRAMITHI.S (= iSTINq Scale: 1" = 40' / I I : I �. �l1TlLIT1'( POLE JOB NO. 2017-0165 DWG. 2017_0165_site plon_2 5 OF 15 THORIZED ON OR TION IS SURVEY 13 A TION STATE TION 2)DISTANCES OWN HEREON TY TO RES ARE FOR SPECIFIC TO ESTABLISH PROPERTY LINES OR FOR CION OF FENCES. ES OF BOSSED SEAL SHALL NOT BE D TO BE A VAUD E COPY. (1INDICAATTED HEREON SHALL RUN ONTO THE TMPERSON FOR WHOM THE SURVEY15 PRCEEPPNAREDD D ON HS NEW BEHALNLF TO THE TITLE COMPANY.(GOVERNMENTAL�AGENCY D LENDING INSTITUTION LISTED EXISTING ANO,TO THE ASSIGNEES OF THE IENDINGININSTIITT INSTITUTION.NOT CERTFlCATIONS�ARE NOT TRANSFERABLE TO ADDITIONAL IINSTITUTION ORR SUBSEOU3ENTOOWNERS.THIS THE LOCATIONNOT OF WELLS(W),,SEPTICC LAND TANKS(T)SURVEYOR'S«INKED CESSPOOLS(W�SHOWN HEREON ARE FROM FIELD OBSERVATIONS ONS AND DATA OBTAINED FROM OTHERS.CERTIFICATION 24" (TYP) I/A OWT5 NOTES 400 Ostrander Avenue, Riverhead, New York 11901 FUJICLEAN CEN-5 TRAFFIC BEARING SLAB PROVIDE CLEANOUT tel. 631.727.2503 fax. 631.72-7.0144 I. THE DESIGN ENGINEER, FUJICLEAN USA (SEE DETAIL TH15 SHEET) @ FACE OF BUILDING admin@youngengineering.r-om REPRESENTATIVE, AND 50DH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS RISERS&COVERS WITH 5'-0" 5'-0" • § �' THREE PRIOR TO DACKFILL @ AND LEACHING SYSTEM. APPROVAL FROM ALL 4"DUCTILE IRON @ 1.000% 4"DUCTILE IRON SAFETY LIDS 4"DUCTILE IRON NEW 1 STORY BOAT C Win• a ` 1'' . TRAFFIC BEARING SLAB HEAVY DUTY& 1.000% ° L 3 HEAVY DUTY& LOCKING CASTING MFG BY TUF-TITE OR @ 2.000/o STORAGE BUILDING ->• "f, LOCKING CASTING APPROVED EQUAL AIR LINE TO FFEL=10.00 a ' '` € 2. THE SYSTEM START UP WILL BE COMPLETED FIN.GRADE TO GRADE N Howard W. Young, Land Surveyor TO GRADE TRAFFIC BEARING SLAB RIM=9.4 BLOWER Thomas C. Wol ert Professional Engineer 4„ I� L r UNDER THE DIRECT SUPERVISION OF A FUJICLEAN RIM=9.2 p g ..., -.•."" .". ,� • _ .. .. RIM=9.2 .. a I r m ' USA REPRESENTATIVE. ° a Daniel A. Weaver, Land Surveyor . Douglas , :• ...• as amsProfessionalEngineer JJJ r ^' ' 3. AN EXECUTED OPERATION AND MAINTENANC9 E 6.•` CONTRACT BETWEEN THE MAINTENANCE PROVIDER --AIR LINE- CONTRACT --� ...... ....... &i { ^W e AND PROPERTY OWNER MUST BE SUBMITTED TO THE IE=7.50 IE=7.60 '. <. . 3° VENT I & 1 ')_ " SUFFOLK COUNTY DEPARTMENT OF HEALTH IE=7.07 IE=7.18 IE=7.28 IE=7.33 SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/A 4 8.50 Lx4.G GALLED HOLE m LEACHING GALLEY OWTS REGISTRATION BY THE 50DH5 IN 4'-0' 5ANITARY DE516N CRITERIA 4 CALCULATION5 . ' 1 l ACCORDANCE wITH ARTICLE IQ OF THE SUFFOLK SEE DETAIL FOR ems s�m i BOT=4.40 I• 1`r s <,> COUNTY SANITARY CODE. CONCRETE DISTRIBUTION MANHOLE OWT5 COMPONENTS TOTAL OF (4) GALLEYS 318 5F5WA PROVIDE END CAP LEVELING DEVICE SEWAGE DESIGN CRITERIA i I MDL#SL-4 MFG BY TUF-TITE OR APPROVED GROUNDWATER MANAGEMENT ZONE = ZONE IV .r"sa!%'..3 �' ,' .,. .: .' ;aw. sx 'tea..w.,.,im<• x•»'mw". 3^ ,r+.'•. ....'q'..+c»'Q' O Z EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.83 METHOD OF WATER SUPPLY = PUBLIC HIGHEST EXPECTED HIGHEST EXPECTED ALLOWABLE SANITARY FLOW = 600 GPD/ACRE Y" x n a,.• •.. .�. �.-� � ��� � q � �'•' r GROUND WATER EL=1,40 GROUND WATER EL=1.40 BUILDABLE LANDS = 15.8345 AG x 600 GPD/AG = q,501 GPD ' '. .� J. 500 GAL. I/A OWTS PROJECT DEN517Y SEWAGE FLOW 4sT;^,:,. "d^'!Pa<«.s»- .., J"UMDL. CEN-5 MFG. BY FUJICLEAN USA EXISTING: P RESIDENCE: = 300 GPD OFFICE: 2,702 5F @ O.Ob GPD/5F = 162 GPD #4 BARS (TOP) AND #6 BARS (BOTTOM) HYDRAULIC PROFILE 5ANITARY 5Y5TEM NO.1 MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD M,I,a�l-n t3s" SCALE: 1"=4' GENERAL INDUSTRIAL: 4,110 5F @ 0.04 GPD/SF = Iq6 GPD BOAT STORAGE: 61,205 5F @ 0.04 GPD/5F = 2,445 GPD PROPO51=D: TRAFF I G BEARING SLAB (H20 LOADING) BOAT STORAGE: 65,100 5F @ 0.04 GPD/SF = 2,604 GPD NON-5TORA6E (BATHROOMS): 152 5F @ 0.06 GPD/5F = cl GPD � TYP I GAL RE I NFORG I NG FOR AGGE55 HOLES 5GALE: NT5 TOT DENS►TY = b,llq GPD 11' 5'-0' 5'-0" TRAFFIC BEARING SLAB 10' 4"PVC @ 1.000% 4"PVC @ 1.000% 4"PVC @ 2.000% HEAVY DUTY& 4"PVC @ 2.000% DESIGN CALCULATIONS 5ANITARY SYSTEM NO. 1 RISERS&COVERS WITH #4 BARS ® 12" EACH WAY rn HEAVY DUTY& SAFETY LIDS AIR LINE TO LOCKING CASTING EXISTING EXISTING: HEAVY DUTY& TRAFFIC LOCKING CASTING MFG BY TUF-TITE OR BLOWER TO GRADE 2 STORY GENERAL INDUSTRIAL: 4,4110 SF @ 0.04 GPD/5F = Iq6 GPD • �+^ " •_ .T•�� °�°'°�°�` '• _- TRAFFIC BEARING SLAB BEARING SLAB RIM=10.8 FRAME �, LOCKING CASTING TO GRADE FIN.GRADE APPROVED EQUAL BUILDING BOAT STORAGE: 61205 SF @ 0.00 GPD/5F = O GPD .. M A •: FIN.GRADE TO GRADE RIM=10.0 RIM=10.0 RIM=9.4 FFEL=9.6 PROP05ED: 1 HEAVY DUTY& BOAT STORAGE: 65,100 5F @ 0.00 GPD/5F = O GPD #6 BARS C 6" EACH WAY "' 1 IE=8.60 LOCKING CASTING NON-5TORAGE (5ATHROOM5): 152 5F @ 0.06 GPD/5F = q GPD _..._. �- -AIR LINE- -- - TO GRADE TOTAL DESIGN FLOW = 205 GPD RIM=6.9 3" VENT IE=7.50 IE=7.60 REQUIRED = 205 GAL. TRAFFIC BEARING SLAB 5 GT O --------- � 1/A owTS SCALE: NT5 IE=7.07 IE=7.18 IE=7.28 IE=7.33 HOLE USE GEN-5 A5 MFG BY FUJICLEAN USA = 500 GAL. 0 8.5O'Lx4.T5'Wx5.00'D LEACHING GALLEY 4''0" LEACHING 4'-0" SEE DETAIL FOR CONCRETE MA HOLE z C' REO. 205 GPD / 1.5 GPD/5.F. = 137 5F5wA G.I. FRAME 4 COVER- GAMPBELL BOT=4.40 - - CONCRETE DISTRIBUTION MANHOLE OWT5 COMPONENTS FOUNDRY PATTERN NO. IOCI OR TOTAL OF (5) GALLEYS 5q8 5F5WA PROVIDE END CAP LEVELING DEVICE PROVIDE BAFFLING AS LEACHING GALLEY SIZE: APPROVED EQUAL. z DIRECTED BY ENGINEER 4.75'W x 8.50'L x 3.00' DEEP = 7q.5 5F5WA MDL#SL-4 MFG BY TUF-TITE OR APPROVED BOT=2.42 AND/OR REQUIRED BY SCDHS USE 4 GALLEYS @ 7q.5 SF5WA EA. = 518 5F5WA 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 00 IE=0.52 DESIGN CALCULATIONS 5ANITARY SYSTEM NO. 2 700 GAL. I/A OWT5 134't OF 1.25"DIA. EXISTING: HDPE DR9 FORCE MAIN OFFICE: 2,702 5F @ 0.06 GPD/SF = 162 GPD MDL. GEN-7 MFG. BY FUJICLEAN USA MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD PRECAST GONG. COLLAR 24" A PROVIDE CLEANOUT i•) BOT=-2.60 @ FACE OF BUILDING TOTAL DF-51GN FLOW = 562 GPD I/A OWT5 HYDRAUL I G PROFILE 5ANITARY 5Y5TEM NO.2 E-ONE PUMP STATION REQUIRED = 562 GAL. w 6" GLEAN SAND GRAVEL °" N° WITH CONCRETE MANHOLE USE CII AS MFG BY FUJICLEAN USA = 700 GAL. SCALE: I =4 F LEACHING IS j STOPPER OR END PLUG REQ. 562 GPD / 1.5 GPD/S.F. = 375 SFSWA LEACHING GALLEY 51ZE: SEWER PIPE 4.75'W x 8.50'L x 3.00' DEEP = 7qS SFSWA 500 ELBOW EL=8.1 FIN. GRADE 5 5 GALLEYS @ 7q.5 SFSWA EA. = 318 SFSWA ji EL=q.7 FIN. GRADE NOTE z BUOYANCY GALCULATION5 THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT � PROPERTY. ` 4" DUCTILE IRON MATERIALS 4 JOINT5 EQUIVALENT TO WATER MAIN PUMP STATION 60° WYE LO WATER SERVICE SANITARY SEWER LINE STANDARDS OF TO A55URE WATER TIGHUTNESS PRIOR TO BA CTION AND KFILLINGTESTED ONE (1) V DIA. x 8' DEEP PREGA5T CONCRETE STRUCTURE WITH 8 INCH REINFORCED WATER MAIN JOINTS CONCRETE BOTTOM SLAB AND 8 INCH REINFORCED CONCRETE TOP SLAB WEIGH5 ENGINEER'S CERTIFICATION SHALL BE 10' MINIMUM 5EWER LINE JOINTS SHALL APPROX. 15,800 LB5., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. KRA�,o�s TYPICAL CLEANOUT DETAIL BOT OF PIPE=3.1 FROM POINT OF GROSSING DOT OF PIPE=8.3 BE 10' MINIMUM FROM I • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE POINT OF GROSSING THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 4.00 FOR AREAS SUBJECT TO VEHICULAR TRAFFIC z_ MATERIALS 4 JOINTS EQUIVALENT TO WATER MAIN (1.40 MINUS -2.60). DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DESIGNED BY ME 1.25" HDPE DRq STANDARDS OF CONSTRUCTION AND PRESSURE TE5TED N OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH SANITARY 5EWER FORGE MAIN >00 TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING IS" DRAINAGE PIPE THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 11 TOP OF PIPE=7.5 5UBMERGED DEPTH (31.6 5F)(4.0) = 126.4 CF. FACILITIES, AS PROPOSED, CONFORM TO THE 5UFF0 OUNTY TOP OF PIPE=1.6 DEPARTMENT OF HEALTH SERVICES CONTTACT N STAND 5 IN THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5U5MERGED STRUCTURE EFFECT AS OF TH15 DATE. W = 126.4 GF x 62.4 LB5. PER GF = 7,887 L55. " • 10'-0" 10'-0° Fu 1Clean USA 10'-0" 10'-0" APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON Fu)iClean USA 1 -I-�,, 'dcl,., NAl,e, MIN. MIN. l T ,e,Cl,i�.,I�,... f MIN. MIN. ~I THE PARTIALLY SUBMERGED STRUCTURE 15 7,887 x 1.5 = 11,551 LB5. v CEN-5 JOINT JOINT CEN-7 JOINT JOINT THE DOWNWARD FORGE OF 15,800 LB5. EXCEEDS THE UPWARD FORGE (INCLUDING Structural Drawing Structural Drawing SAFETY FACTOR OF 1.5) OF 11,551 LB5. AND, THEREFORE, BUOYANCY 15 NOT A CONCERN. l • DATE: 07101/2014 SCALE: 1/2"=1" DATE: 07/01/2014 SCALE: 1/2"=1" HOWARD W. YO I N.Y.S. L.S. NO. 458g3n WATER 5ERVIGE/SEWER (FORGE MAIN) GR0551 NG DETAIL SEWER LINE/DRAINAGE PIPE CROS51 NG DETAIL THOMAS C. WOLPERT, N.Y.5. P.E. NO. 61485 s NT5 NT5 DOUGLAS E. ADAMS, N.Y.5. P.E. NO. SOSg7 s o -1/2' VENTILATION PIPE POURED CONCRETE INVERT 5URVEYOR'S CERTIFICATION SCUM BAFFLE B CHAMBER Volume(gal) ft,��„ -2 0l Sedimentation Chamber 397 - ---- RECEIVED AGGE5S STEPS i -11 -8 -1 (2 Anaerobic Filtration Chamber 396 • 1 HEREBY CERTIFY THAT TH15 MAP WA5 PREP " TI 6 Xr_ 'E D] ® Sto ge ChamberFiltration Chamber 901 JUL 1 9 2024 OFFICE RECORDS, AND BOUNDARY AND TOP FZAPHI AL~^SUR YS MADE BY U5, AND/OR UNDER OUR DIREGTIO hi•.�tL s -1/2' VENTILATION PIPE CHAMBER Volume(gal) Sout old Town nl SCUM BAFFLE B ECIRCULATION Q1 Sedimentation Chamber 277 G AIR LIFT PUMP Disinfection Chamber 6 b ISINFECTION Total Volume 1069 Planning Board -10 (2 Anaerobic Filtration Chamber 278 CYLINDER (OPTIONAL) N -10 -7 0 (3 Aerobic Contact Filtration Chamber 127 fT, i 4' INLET PIP OUTLET PIPE SPECIFICATIONS 1 r ECIRCULATION ® Storage Chamber 63 AGGE55 OPENING - AIR LIFT PUMP 4 Anaerobic Media PP/PE Filling Rate 32% Disinfection Chamber 4 A A O DISINFECTION ! Board Type Aerobic Media PVC/PP/PE Filling Rate 17% `+� _. 3 • 1, CYLINDER (OPTIONAL) Total Volume 749 © Aerobic Media PP/PE Filling Rate 55% - FINISHED GRADE �� ��..•- M '^ y G.1. FRAME COVER GAMPBELL HOWARD W. YOUNG, N. L.S. N . 458g3 Blower 2.8 cfm FOUNDRY PAT. NO. 10070, OR EQUAL. ADJUST TO GRADE WITH RED - 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS FFLUENT Tank FRP BRICK 4 MORTAR (MIN. OF TWO A 4 A Anaerobic Media PP/PE Filling Rate 32% INLET BAFFL 2 AIP. LIFT PUMP piping PVC/PP/PE COURSES + MAX. OF 15') 4'-01' ° 4 © Board Type Aerobic Media PVC/PP/PE Filling Rate 16/0 �3 Access Covers Plastic/Cast Iron II Aerobic Media PP/PE Filling Rate 57% � Disinfectant(Optional) Chlorine Tablets PRECAST #4 BARS @ 8 Blower 2.8 cfm TOP SECTION " °° O.G.E.W. BOTTOM BOAT STORAGE BU I LD I NG5 '-EFFLUENT IR INTAKE © AIR LIFT PUMP Tank FRP 24 -CIRCUMFERENTIAL REINFORCEMENT INLET BAFFLE Q3 Piping PVC/PP/PE RECIRCULATION PIPE LOW BAFFLE STRONG'S YAG�tT CENTER (CLEANING OPENING) 6 5" 0.12 50.IN./FT. OF HEIGHT FLOW OPENING (TYP. B w Access Covers Plastic/Cast Iron W Disinfectant(Optional) Chlorine Tablets PLAN VIEW PRECAST `` of Mottituck, TOWn of 5outhold E RECIRCULATION PIPE LOW BAFFLE _j /2' AIR INTAKE RISER Uj SEALING G 50f olk County, New York v FLOW OPENING (TYP. (CLEANING ❑PENING) B IHNFECTION ' MANHOLE RUBBER REVISED SITE PLAN aPLAN VIEW 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) 4' MANHOLE WATER 5ANITARY DETA I L5 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP -DISINFECTION 4' MANHOLE LOW OPENING a CYLINDER (OPTIONAL) PRECAST C" GLASS A CONCRETE 1000 106 O6 10 LOW OPENING -� MAIN BASE � 3'-3" 11 . o MAX, INVERT SHALL BE Count'J Tax Ma District IOOO Section 106 Block O6 Lot 13.4 a CAST IN PLACE IN 1'-1 ' OARD TYPE 7 p Y-0 CONTACT MEDIA o CONTACT MEDIA - -WL. " THE FIELD. MAP PREPARED JUL. 05, 2018 4'-0" LOCK JOINT REVISION Record of Revisions DATE FLEXIBLE SLEEVE © © 18 MONOLITHICAL BASE SLAB TDS,NysDEc NON.02,2020 ECIRCULATION NYSCOL JAB.10,2020 BOSCOLA RESIDENCE FEB.10.2020 O REINFORCEMENT #4 BARS 8' O.C.E.W. TOP ,¢ ASSEMBLY SANITARY&DRAINAGE JULY 01.2020 NOTES: SCDHS NOIA#2 DEC.15 2020 6'-0 O 6'-0 DOCKS R HWM MAR.08,2021 5' 5' � 5'-S' ECIRCULATION 4 DOCKS MAR.12.2021 ASSEMBLY I. ALL MANHOLES SECTIONS SHALL CONFORM TO A.5.T.M. C-476, LATEST REVISION STANDARD 5PECIFIGATION5 FOR MULTIPLE MAY 12,2021 © 5' 1' 4'-11' 4'-11' 4'-4�' 4'-3�' 4'-2j' (2 PRECAST REINFORCED CONCRETE M.H. SECTIONS. MULTIPLE NOIA#3 OJCT.18,2021 2022 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. SCDHS NOIA#4 MAY 03,2022 5. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF 5.C.D.P.W. 5PE05. SCDHS NOWA JMAY 06,2022 Q 3 EROBIC MEDIA 4. LOADING TO CONFORM T AA5HT0 H-20 LOADING SCDHS NOIA#12 OCT.16,2023 G 5. REBAR TO CONFORM TO A5TM A-615-60 Fs=bO,000P51 REDUCED SCOPE JULY 17,2024 o EROBIC MEDIA 6. WELDED WIRE MESH TO CONFORM TO A,S.T.M. AI85 Fs=65,000P51 m ERATION ASSEMBLY 7• CONCRETE TO BE 4,000P51 @ 28 DAYS ERATION ASSEMBLY 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP 4 BOTTOM STEEL. 0 Scale: AS SHOWN J a. SECTION A-A VIEW SECTION B-B VIEW SECTION A-A VIEW TYPICAL 5ANITARY SEWER MANHOLE DETAIL JOB NO. 2017-0165 SECTION B-B VIEW NT5 DWG. 2017_0165_site plan-2 6 OF 13 (1)UNAUTHORIZED ALTMA71ON OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO OUSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)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 STALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF 1HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING SCHEDULE 400 Ostrander Avenue, Riverhead, New York Il�iol tel. 651.12-1.2505 fax. 651.727.0144 BO QTY. LUMINAIRE TYPE HGT. LUMENS L.L.F. admina youngeng ineering.r-om N '15 WATT LED LUMINAIRE MF6. BY L51 INDU5TRIE5 INC. GAT. NO. AREA 14' 7,550 1.0 PASU-S-LED-LW-NW-UE-BLK, Howard W. Young, Land 5urve or OR APPROVED EQUAL g y ineer '72 WATT LED PATRIOT WALL SCONE Douglas E. AThomas 0. d ms, Professional Enert, Professional gineer aniel A. Weaver, Land Surveyor MFG. BY LSI INDUSTRIES INC.LNG y W ) E Iq GAT. NO. WALL 14' 5,500 1.0 XPW55-FT-LED-45-450-NW-UE-BLK, NAIRE OR APPROVED EQUAL MF BY L5�N SITRIE5 INC. D 0.03 "0"04'qo 13 WATT LED WALL LIGHT CAT. NO. PAW-S-LED-LW-NIIII BLK, MF6. BY L51 INDUSTRIES INC. OR APPROVED EQUAL S .0 4 0.05 _0.07 0.08 4 04 i' 0-0 11 GAT. NO. WALL 10' 1,7765 I.O + + + + + + i IALS-15W-45K-BZ, oa 0.10"0.11 fl.14 0. o.n 0.09 1, OR APPROVED EQUAL 0 0.19 0,25'0.25 0.25 .37 0.58 0.35 0.25 t 4" SQUARE ALUMINUM POLE t MF6. BY L51 INDU5TRIE5 INC. Z \ 0.1 .18-0+ 0.81 0.84 0.52 1.06 0.85 i GAT. NO. 45QB5 Qw + + + +• " + + ,1 OR APPROVED EQUAL. \ 0.04 0. 7 0.15 0,22 0.32 0.35 0.38 0.81",1, 3.50 3. 1.45 1.37 3.42 2.61 2. t, Q o . + .1 + + + + + . +' " + ', . + + + + . FOOTCANDLE 5TATIST105 J � 0. 1 "AAZ y0.p4;0.10 •q.18;.0.21 ,0.33 l),27 0.32 0,59 T.04 1.14 8.85 .04 3.26 9.35 2.81 2.02 3.33 4.23 24 Q� + + + + + + + + >. + ': + +> "a' `' i '4 +` + $ + '+ '.? +',`` + + + + + + + + + '72 WATT LED PATRIOT WALL SCONE F� 0.00 0.00 0.00 0. 0.00 0.00 09 0.01 0,01 0.03 004 0.04 0.03 0.03 '0.48 •0.17,0.29'O"57 0.54 0.85 ' 2 4.08 4.38 1.99 2.85 8.06 7.34 2.72 2.85 3.74 5.24 :t's MF6. BY LSI INDUSTRIES INC. V,, . . ;x ,< MIN. MAX. A\lc CAT. NO. 2 + + + + + + + + + +:,;r"+ +'<, + + + + + v +`" P' ,;a a + + + + + + + + + + + + + + y l i XPWS5-FT-LED-48-45O-NW-UE-BLK, qUJ 0 . 0 0.00 0.00 0.01 Y)02"0.01 0.01 0 02 0.05 0.06 0.05 10.03 0.04 0.15 0.35 0.25 0.0$ 3 .1.81 2.10 1.72 2.18 1 O b 11.1 3.36 1.08 1.33 2.31 2.25 1.56 1.75 1.77 3.1 OR APPROVED EQUAL Y y + + +`• 4; + + , '+ a+ ,i,° + •;+ +.`°,''+~ + + + + + 0.00 12.55 1.54 u I .0 0.01 0,02,0.03 q.03 0.02 Q.02' 0.04 q.09 0,10'0,06 0.04 0.09,0.33 0. 0.12 0.72 2. 1.51 0.24 0 4.39 4.21 1.55 0.76 2.12 6.2 6.71 2.47 0.81 0.56 0.68 0.65 0.67 0.64 0.68 0. Q7 + + + + [ + .'.4, .,+ :i'+ = + + + �r + ~\+ ?'>+:, + + + + + + + + + + + + + + + + + + + 01 0.01. 01 41 4).02 0,03"0.05/0.04 '0,02 0,03 0.09 0,21 0 21` 009 0.05 . 5 0.28 0.09 0.21 1.57 4 5.42 4.71 2.35 0.65 0.90 1.70 1.76 0.98 0.44 0.28 0.28 0.34 0.41 0.39 0.32 0 4 . + + + • � + +.. + + + + + + + + + + + + + + + + + + + + + LIGHTING NOTES 0.01 0.03 0.06 0.06 0.05 0.03,0.07 0,23,0.39 '0.22 44 1. 1.53 0.29 0.10 .48 6.16 3.29 0.65 0.37 0.44 0.44 0.32 0.21 0.13 0.14 0.36 0.68 0.50 0.28 0 .01: 0,03 0,14'0.4 0.08 0.18 1.1s 7 1.09 .78 4.50 3.24 0.86 0.28 0.18 0.16 0.13 0.10 0.08 0.11 0.56 1.61 1.07 0.66 t, ALL PROP05ED OUTDOOR LIGHTING FIN. &R. + " + + + + + + ', t FIXTURES SHALL BE SHIELDED ON _ _ _ _ _ 0 0 0.02` 0.0 0.37 2.6 .99 5.08 4.05 0.97 0.20 0.09 0.08 0.07 0.06 0.06 0.21 1.23 3.67 2.34 2. THE TOPS AND SIDES AND -1 -I �`' I I-_III_-III_ + ,+ + + + + + + + + + + + + + + + DIRECTED 5TRA16HT DOwN. 0.03, 0:12 0.47 2 4.76 4.23 1.09 0.22 0.07 0.05 0.05 0.06 0.12 0.57 2.06 2.99 4. d }' + + + + + + + + + + + + + + + 1` Q CONCRETE m 0 0.05 0.30 1.57 3.76 3.20 1.01 0.20 0.07 0.05 0.07 0.14 0.38 1.32 2.92 4.14 6' ':° ' . FOOTING t .•a .. +' +.:., « + + + + 2" ELECTRIC CONDUIT O.M 0,43 9 4.35 3.80 1.30 0.23 0.07 0.05 0.08 0.24 0.57 1.07 1.28 2.18 (BURY2'-O" MINIMUM 0.03 0.22 .95 1.98 2.00 1.33 0.41 0.12 0.05 0.08 0.40 1.18 0.95 0.69 t BELOW GRADE) + + + + + + + + + + + + + •02 0,07 018 1.35 1.46 1.36 0.45 0.12 0.06 0.14 0.91 2.41 1.70 1.3 2.Q" FIN. GR. +'Y" + OO + + + + + + + + + + .I 1 01.,.OU7 fl. 0 0. 2.40 2.51 1.99 0.43 0.11 0.09 0.34 1.70 3.07 4.32 .32 t� WALL MOUNTED LIGHT AREA LIGHT + + + + + + + + + + + + 0 0.11 1,0 .5 6.01 3.42 2.41 0.61 0.21 0.26 1.03 3.24 3.08 N.T.S. TUTS b +, + + + + 0. 0,11` 0.8 3.71 8 4,06 3.57 1 A5 0.33 0.50 1.32 1.99 3.18 0.05:0,21 0.48 65 4.78 4.79 1.53 0.54 0.84 0.90 0.87 1. S + + + + + + + + + + l` 0 0.03'0.08,,0.19 9 4.60 4.25 1.78 0.90 1.75 1.23 0.88 \t QO� + rt + + + + + + + + �� 0.0 0.03 0.17 .86 5.56 5.89 2.56 1.53 3.73 2.41 2. '4� "+ + + + + + + + :t 1 , 4 0.32 6.11 5.77 3.14 2.47 :..+08 4. ��Q ry 1y + + + + 0 0 0:1$" 1. 5 1. 5.79 4.04 3.38 3.31 18 7 4 0. 0., 6.22 3.98 3.33 1.74 2.24 k+ + .rf + + + + + + + 0. 0.17 0.3 5.79 6.62 6.41 1.94 1.11 2.45 2.57 2.30 1.20 1 $ 1 0.53 2.57 350 5.30 2.28 2.89 4.82 4.37 2.84 2.02 2.94 3.14 3.53 1.92 0.90 1.60 2.84 2.22 1.64 t + + + + + + + + + + + + + + + + + + + + + + j 0.65 4.66 2.34 5.00 6.03 6.29 2.48 2.26 4.30 3.55 3.62 1.94 2.26 3.72 3.09 3.22 2.28 2.75 2.37 2.13 1.73 1.08 1.97 3.27 4.43 2 2" STONE BLEND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + l 0.28 0.83 5.56 2.30 2.73 4.85 4.23 2.84 1.93 2.68 3.10 3.43 2.43 2.23 3.60 3.03 3.23 2.23 2.14 2.07 1.54 1.58 1.41 1.04 0.66 0.44 0.51 1.12 3.17 :1+11 5+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0.1 .26 0.47 1.41 4.38 5.60 5.72 2.42 2.16 3.92 3.40 3.72 2.01 2.24 3.86 3.26 3.29 2.27 2.55 2.32 2.09 2.04 1.79 1.49 0.94 0.83 0.80 0.74 0.38 0.26 0.25 0.34 0.25 0.13 0.15 0.35 1.15 1.99 .04 .4�1 i t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.21 0.31 0.44 1.05 2.41 2.98 3.36 2.49 2.20 3.39 2.85 3.05 2.22 2.11 1.96 1.42 1.44 1.30 0.96 0.57 0.43 0.46 0.54 0.30 0.18 0.15 0.19 0.19 0.09 0.07 0.07 0.08 0.08 0.07 0.10 0.25 0.52 0.72 1.4 t 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ? �t 0.52 0.73 0.80 1.22 2.15 2.14 1.90 1.86 1.65 1.34 0.85 0.69 0.73 0.70 0.37 0.25 0.23 0.32 0.26 0.13 0.12 0.13 0.16 0.13 0.10 0.08 0.08 0.07 0.05 0.05 0.05 0.05 0.05 0.06 0.09 0.17 0.27 0.43 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .81 ,91 2.13 1.23 0.83 0.49 0.38 0.40 0.49 0.28 0.17 0.15 0.18 0.19 0.11 0.09 0.10 0.13 0.13 0.11 0.12 0.14 0.17 0.18 0.17 0.13 0.09 0.06 0.06 0.07 0.07 0.07 0.07 0.08 0.11 0.16 0.24 0.41 1.13 3.08 i t l' �''' ",, _. ��: '• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i 1 �, :..' •;,; R 77 5.51 1.56 0.48 0.21 0.16 0.16 0.17 0.14 0.11 0.11 0.12 0.11 0.10 0.11 0.13 0.18 0.20 0.21 0.21 0.26 0.38 0.49 0.43 0.28 0.17 0.10 0.09 0.12 0.15 0.15 0.13 0.11 0.12 0.17 0.34 0.77 1.63 3.51 4.95 8.50 S t, ,. �. EN 7I NEER S CERTIFICATION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + : � 3 1 .3 5.79 1.53 0.44 0.25 0.25 0.25 0.21 0.18 0.17 0.20 0.21 0.19 0.17 0.18 0.25 0.40 0.54 0.51 0.45 0.58 1.23 2.01 1.63 0.76 0.30 0.17 0.19 0.27 0.40 0.42 0.32 0.22 0.17 0.21 0.38 0.88 1.94 3.02 2.88 3.01 1.49 0 9S l t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + l+ + V411 RECYCLED CONCRETE I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR 5EWAGE 1. 7 3.4 2.18 0.88 0.41 0.41 0.58 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 7.87 5.47 1.65 0.46 0.25 0.33 0.76 1.53 1.71 1.01 0.46 0.31 0.36 0.57 0.70 0.77 1.27 2.30 2.11 0.75 0.25 0.11 L� BASE COURSE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DE516NED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH + + ;E 6" STABILIZED SOIL BASE 0.7 0.61 0.40 0.41 0.85 2.01 2.81 1.75 0.82 0.71 1.46 2.41 1.90 0.89 0.53 0.96 3.46 8. 5.81 1.9 4.45 1 3 3 0.51 1.77 5.45 6.78 2.69 0.84 0.49 0.83 1.75 2.23 1.38 0.67 0.72 1.04 '0.20 0.07 STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 4 + + + + + + + + + + + + + + + + + + + + + +++ ?{7�q + + + + + + + + + + + + + �.\r, + FACILITIES, A5 PROPOSED, CONFORM TO THE SUFFOL OUNTY 0.23 0.23 0.26 0.44 1.55 5.75 .3 4.52 1.40 1.22 3.75 9. 5.96 1.76 0.69 1. A 7.76 2.17 1.15 2.28 4.42 3. 4T-D.292.=J", O 7 0.63 1.64 5.51 62 3.67 0.99 0.38 0.3 0.23 0.13 0,03t� 1 DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN + + + + + + 4 + + + . + + + + + . + + + + + + + . + + + + + + . STONE BLEND PAVEMENT 5ECTION EFFECT A5 OF TH15 DATE. 0. 0.42 1.60 6.18 .3 4.82 1.44 1.34 4.44 1 � 7.35 N 3. 1.06 0.93 0.50 0.26 0.24 0.44 1.45 3.97 4.80 2.15 0.73 0.62 1.88 7.24 .2 4. 1 .1 .09 0.06 0.04 0.02 0.01 cr! 2.28 3.29 1.98 0.87 0. 28 0.20 0.14 0.14 0.25 0. 1.1 0.76 0.41 .1 23 0.10 0.05 0.0 .02 0.01 0.01 NT5 , now or formerly noW or former) HOWARD W. YO N.Y.5. L.S. NO. 455g5n Russell Zeliner y THOMAS C. WOLPERT, N.Y.S, P.E. NO. 61455 Denise Zellner Joseph Seth Tusa DOU6LA5 E. ADAMS, N.Y.5. P.E. NO. 505q� Noreen Mary Tusa subdivision Map of '15hore Acres" 11 II 5UR\(EYOR'5 CERTIFICATION filed on January 5, Icil4 as Map no.41 I- subdivision Map of Shore Acres (,M cl filed on January 3, I q 14 as Map no.41 RECEIVED • I HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING s O OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL 5URVEY5 Z MADE BY U5, AND/OR UNDER OUR DIRECTION. a II JUL 19 2024 SouthoI Town Planning Board 0Fr, s LIGHTING PLAN s CAST IRON FRAME 4 COVER 0 00 GAMPBELL FOUNDRY, PAT. NO. �. '_ DRAINAGE ,':,, PIPE 100'iG OR APPROVED EQUAL. s s3 A HOWARD W. YOUNG, N. . L.5. NO. 455g5 �'9 ND SO CAST IRON FRAME lt COVER GAMPBELL FOUNDRY, PAT. NO. 5407 OR APPROVED EQUAL. m PRECAST CONCRETE ` 4000 P51 PRECAST CONCRETE BOAT 5TORAOr BU i LD I TUGS ) z TRAFFIC BEARING SLAB T CEMENT RING A5 MFG. BY SUFFOLK 5TRON& S YACHT CENTER rt Q Q b I OR APPROVED EQ ALMF6. BY SUFFOLK ENT CEMENT OR APPROVED EQUAL. at MattitUGk Town of Southold DRAINAGE PIPE 4000 P51 PRECAST CONCRETE Suffolk County, New York g `� Q Q TRAFFIC BEARING COVER y STONE DRAIN REVISED SITE PLAN v 2 10.00, 3 STONE n {--5.00' O 5TONEBLEND I` 5.00, O DET�I LS 4000 I PREGA5T CONCRETE � STONE DRAIN I o �( PAVEMENT I N 2 BOX A5 MF6. BY SUFFOLK 1000 106 06 10 � r 5" STONE 2.00Yo _ &ROUT AROUND CEMENT OR APPROVED EQUAL. i p I 51.oPi= N County Tax Map District IOOO Section 106 Block 06 Lot 13.4 o iu z W ENTIRE PIPE o . O l N Q D Q DRAINAGE PIPE aJ MAP PREPARED JUL. 05, 2018 FILTER T FILTER U1 } PAVED INVERT - I: 12 SLOPE ( } PRECAST CONCRETE Record of Revlslon5 DATE M FABRIC '/ 1 FABRIC l DRAIN RINC75 A5 MI CONCRETE SHALL BE CAST IN TREVISIION BY SUFFOLK CEMENT PLACE IN FIELD NOV 20 2018 OR APPROVED EQUAL. NYSDEC JAN.02 2020 O - BOSCOLA RESIDENCE FEB.10.2020 _ ❑® SANITARY&DRAINAGE JULY 01 2020 SCDHS NOIA#2 DEC.15,2020 I ❑ 6' 4000 P51 PRECAST BOTTOM DOCKS 8 HWM MAR.08,2021 3 00 ! DOCKS MAR.12,2021 1 ®❑® SLAB MULTIPLE MAY 04 2021 NOI 15" DIA. PERFORATED MULTIPLE OCT.03,2022 SCDHS N0IA#3 JAM.03,2022 5.00' I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-O'. SCDHS NOIA#4 (y.06,2022 DRAINAGE PIPE GW EL=1.4 2,DEPTHS GREATER THAN q'-O"SHALL HAVE WIRE FABRIC.CONCRETE SCDHS N0IA#9 JUNE 05,2023 SCDHS NOIA412 OCT.16,2023 15" VIA. PERFORATED lOH REINFORCEMENT WxV,I AND 2 MIN.VERTICAL WIRES- 12"O,G.,1/2"MIN.COVER. REDUCED SCOPE JULY17,2024 o DRAINAGE PIPE Z B.STEPS REQUIRED WHEN DEPTH EXCEEDS"P-0". N m FRENCH DRAIN 'A' 4 'B' FRENCH DRAIN V 4 'D' N LEACHING CATCH BASIN 6' DIA. STORM 5EV4ER MANHOLE Scale: A5 SHOWN a N.T.S. N.T.S. TUTS NT5 JOB NO. 201"7-0165 DWG. 201"1_0165_site plon_2 7 OF IS (I)UNAUTHORIZED AL70ATION 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 DaSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)CORES 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 T040M 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 S ISECUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. =O L ) / 5• T V Lire _ RH` H I `L r IN_0 117.00, , O _o'wiReS1 m W o2G)O T . : I U) J. BELG)AN BLOCK q / \ �( ! .\` �p sroa�0 : : 1 : •. . '._:_'.. 1 0 / , 400 Ostrander Avenue, Riverhead, New York I IgOI tel. 631.727.2303 fax. 631.771.0144 E1ygy FENCE : I . I • '. : I. J` C, rp ° adminayoungenglneering.com S68° S�� N� . : I I I . • • t / FAMP FLO NG DOCK FRP�E Howard W. Young, Land surveyor z J Thomas G. Wol ert, Professional Engineer 3 1 : ° \ •9gY F •� ••, '• ••• Douglas E. Adams, Professional Engineer I ! 0( Daniel A. Weaver, Land Surveyor s � 1 '• '. 11 x a 4V / x. IX I I WELL x: X S _............ I 1 ' • ' \ . '. \ ' '. \ m I , w •, ME PEE \ . '. ••\ •'. •. •. '. . . 1: : .. iff I •" 0 •' FRS APR // . \ '. '. •• \ •'. •• . '.\ '. : • •I : 'r'. .� � o F1 OAONG DOCK 00 l SHED 0 _ RAMP \ q0 60 J. 1} a LLD o �78°lo'�RRW Donn farmer/ = \ M I -- _ ___ _ ` •' \\ ' ." �io(o-lob_��7j ala'.. � j �x :•j '::I:•:�:j::,�:I : '', X � }} -p — / �W Ate. \ 1 I . . .. . . . /. / \ ." D_ Z O /: :%/: / i Q O� . . . . . . . . . .. . . .. . . . . . . / Pry/ i J �} gam LD / _ / y } ^y q N7� i• / � b y} _ —09 o cYi FLOATING DOCK i� �� : I \\\ X / /• / c; / o� i It 3�m 3 "I // 1 0 1 / / �• 587 12'3S"W 1 t I O 42-55, X. Y x \ 1 .::• i. . / } 1' 0 26.2'7 zrq Z \ I IN, xso }}} }1 ENGINEERS CERTIFICATION x os x x I : I /• . . • �'.'• . / / ' X I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE /' / �b� x t o D15PO5AL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME \ \ DY OF THE SOIL, ITE AND GROUNDWATER CONDITION L GH ' ' ' ' • '/.' ' /•• X °No o? OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROU x : 1 1 1 X / / . . •// 1 s FLOATING DOCK 5TU L, 5 5, ALLRAMP LOTS, AS PROP05ED, CONFORM TO THE 5UFFOLK GO 9ti' . . .. . . : ; I 1 1 X : \ t.4} .} DEPARTMENT OF HEALTH 5ERVIGE5 GON5TRUCT STAND 5 IN x; \ .;. . } 1 sl EFFECT AS OF THI5 DATE. . X. \ /: : : : X y l 8£. . . / : : : \ \ / •' / xMURK IN COINCIDENT WITH — / PPARENT HIGH WATER f \ \ / / \ _ / BULKHEAD / 9£ — X \ — —' / '' : : x 0 HOWARD W. YOU YES. L.S. NO. 458g3n � f X : ' : ' . •• .• \ h Dry AS G WOLPERT, N Y S P E NO b 1483 " X 40 I6 33 E x \ x �}l 5 ° " DOUGLAS E. ADAMS, N Y 5 F.E.P E NO 808q"1 X .. .. .�. 5UR EYOR5 CERTIFICATI ON � LO / / \ \ X —— — — I :X t ' o�0 581 58'34 Z I . : o // / \ — — — -- — — X — — J I }; \;` c, 88,7q• 1 HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING I ' ' / \ ' ' ' � bT UNDER OUR DIRECTION. PHIGAL SURVEYS MADE BY US AND/OR c / x . . . .. . . . .. .. . EDGE OF MARSH X . / }� � t z#� � BOUNDARY AND TOPOGRA / o\� / I iry� ��W TIE LINE ALONG j X•. /' X -_ _ _ / ^1I / S yam• 40b`•1 �� X. . ""++{{-- O�j{ D X. ECEIVED Z£ i •. / — — D \ £, o .• x • x x X ' ;!i �� i o ��' JUL 1 9 2024 1; / .i. . . . 9Z' X . . . . . . . . . . / ' ! 1 W 2 s B x x \ I i ( oo �N — CO N " Y O Southold Town 10 '• 1, �,�-.:•.;�a•:; z N ya' X 1 •. '. \'. �' }' w W C� Planning Board 1 rn :" n:`<.. `I;: F G� X '. _ . z� x •. x X I : ; /• } x 3 �i`c sc- �, <s QS o M 0 I X I r� 3 O 893 F l-1 x X X i N _ HOWARD W. YOUNG, 9). x X SCR I X / �" ; t' T u1 't , 0 W zt. . . .. . . . . . . X X 't , x /x i} }1 r I J.1..1 `{, x x BOAT STORAGE BUILDINGS tl N6 4$6 p o X x x / x X / }isOs t}� TIDAL VEGETATION AREA V °4��p' 23�' oti / . ' x°I ; STfi�ONG'S YAGT GE1�lTER 30- 3 �� X. ., . . /'�' 7}go s o� / �' ;��" �''�, t' e-' at Mattituck, Town of Southold e g�o� U? ; I , . .'. :'"� .' • / i, }�} I EDGE OF MARSH Suffolk County, New York Q) I X x X I It .: . '' aa1 `}}}ti �o ry _ REVISED SITE PLAN .. . y \ /.' 1 `.i, s. ,i 0� EXI5TIN6 GONDITION5 MAP N O 0 ' 0 o• aRib 1000 106 06 10 is x X,, , .. •• �: �'`.x �Y x County Tax Map District 1000 Section 106 Block 06 Lot 13.4 < O 9 a v " 42.60' // — — — 717 — — MAP PREPARED MAY 22, 201 q S H -i4.6"f' O I H 6 FA3 NH N8q°.20'2C�"W. 6 56• 1 .' \ \\ : .. 1 586°I O 20 W N87 36 50 W 0 10 R 31..25E 182.66' 5-18°40 2,2 14' N8p°27,4 Nti N58 °2q'S0 Vas ' 30— — — • \� , •. \ \\ r- REVISION Record of Revisions DATE 1� now or formerly o W `� 1V�7 \'. \ / \ DEC.15 2020 • now or former) 'S$H o oo�s�� MAR.08.2021 / Russell Zellner I$ . . . . . . .�/ . . . . . . . . 12 y W X /� I S HWM �• \ DOCK MAR.12.2021 Joseph 5eth Tusa I$ 1 ' ' ' 0 MULTIPLE MAY 04,2021 / Denise Zellner p 1 I r ' MULTIPLE OCT.18,2021 — 2 r SCDHS N01A#3 JAN.03,2022 Noreen Mary Tusa N \ SCDHSNOIA#4 MAY 06,2022 N H Op N N C4 o °� ZCi CDHS N lA#9 JUNE 05,2023 subdivision Map of Shore Acres o N Z)Z o SCDHSN0IA#12 OCT.16 2023 filed on January 5, IcI14 as Map no.41 1— subdivision Map of "5hore Acres" "' 1 X�� N REDUCED SCOPE JULY172024 j� filed on January 5, I q 14 05 Map no.41 q O ��� 34p•19H m / z }I 40 O 20 40 80 120 / 5oaie: 1" = 40' JOB NO. 2017-0165 DWG, 201'I_0165—site plon_2 8 OF 15 ON OR DDITION RVEY ON Or 9 OF THE NEW ATE ON LAW, SHOWN TY LINES TO EMNO ARE FOR A onc TO ESTABUSH PROPERTY LINES OR CTION W FENCES.(3) ES OF KED MA.OR (1RIDICATED HEREON SHALLT'RU ONLYY TO THE PERSON FOR WHOM THE SURVR`iEY I PflCEPARED20AND ON HIS BBEHHALF TO THE TITLE nCOOMPANY,`GOVERfMENNTAL AAGENCY HEREON LENDING IIN�N110N USTFD HEREON.AND'TO 711E ASSIGNEES OF ET7E LENDING NSTITUTION.NOT CER TO BE NOT TRANSFERABLE TO ADDITIONALLIINS�TTUTION OR SUBSEQUENTDOWNERS.THIS THE LOCATION OF WELLS(W),SEPTIC LAND YANK5S SURVEYOR'ST) CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OSSEAYATIONS AND R A TRUE AA OBTAINED FROM OTHERS 01RH 28 W �0'.WfRES�p BELGIAN BLOCK N o t` 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.'127.2303 fax. 631.72"1.0144 Ne DRN Y I 1 1 a admin® oun en Ineerin r-om � � / y 9 g 9• t1Yq FENCE : I : I I : '• '• j -, 0 ti / \\\ : : : I ; :I '• : I : '; •5 I to %O � � CP • FLOATING "�� I I /� '� C (1 RAMP DOCK \ I I / r a / Howard w, Young, Land Surveyor \ \\ e� �pRP `�• I : : : I I I / z fi Thomas G. Wolpert, Professional Engineer ri ,, \ ; . \ : I • : : : I Douglas E. Adams, Professional Engineer s � � \ c \\ � Daniel A. Weaver Land Surveyor �� s. ��CUR o � . I ', : ', '•\ '• '. '•I : I : • '• : I � � ^I w W x 0 Ix m / WELL 0 / : h x. I 1 \ . . V. N o� S TEMPORARY j Il i x• a' '. \ \ Q R� Ln '• '• \ . . HAUL ROAD OvB� \ . . . '. \ eo �0 \L — 20.9' MP NG DOCK '3 I SHEDLU = RA FLOAT ' i,,. ;f, "/:`/J ,/''%. Y �� � �I- \ •' / :. •� � . : � I I 'I• .•I i� T 5 5 1? I I "Y STRO / ; %" f \ 9�'9� �9 now I I . . . . 1 : W 'ACyr O� . I . • � I I �. I !1' wN r�R , ;; % %"%, .�, ss�p — — — \ �io(o_M t3asco I •x.: I . : I: f I ti ,� x a o� \ Off'-6_ 2 , I _A` o �s \ I:: l . . .. . . . . . ..... \ TEMPORARY STOCKPIL--AREA o \\ x FOR�CONSTR•UCTION OF /::: \S • \ x •. sF�y � ETAINING 'WALL x/•.:::1::: '::'f� x �' , a W �. Z �. \� W Cr U n BAYVIEW \ AVE. a. a . . . / ��+ I o ., tt . . . . . . . . . . . . . . / 1L " '� ga N x . . / /(b. .. . 1, 00 ti PHASE TWO: EXCAVATE REMAINING x : \\ MATERIAL FOR PROJECT — _ / t 44 I ,l 2,000± C I 1q / •' o < FLOATING DOCK . . . .. .x *: 1 •• / •/ •• •tii 3r 7 CI _ KEY MAP a o x GQNSTRUCT''RETAINING /: x ? o a�n SCALE: I11=6o01 Q 0 \ WA�L�L DURING PHASE 1 " " d +fix I X x ' ? y \ \ x x o 0 \ 0 3'MIN. Q \ i \ F" °nr `' / /•'•' •'�''• •'•' x. �� .?1 I ` 4 m m a VIA 8" RECYCLED CONCRETE 3 5L°P� ,' .' 'oy `� x \ \ \ : 1 e� /` j x !i 1 �0 Q ENG 11�lEER'S CERTIFICATION \ \ ;• S s x ; x I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAGE _ Q DISP05AL 5Y5TEM(5) FOR THIS PROJECT WERE DE516NED BY ME I �` x.'. /• / • /x� 0�oo�i , o?o OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH G FLOATING DOCK \ VNr x I ; t '.','/•'.', /:. .'• STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS ALL b RAMP x : I : I : : \ / ;? LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO x I x \ j� x , t; t DEPARTMENT OF HEALTH SERVICES CON5TRUC, STAND 5 IN /. i EFFECT AS OF TH15 DATE. CONSRTUCTION OF I x _ RETAINING WALL'DURING G \, x j I CONSTRUCT RETAINING o�— _, _ _ _ l / \ ? i y %/ 8£ 1 PHASE 2 / x' \ \ /. /• I : i l ` X APPARENT HIGH WATER ' �, •, '•- ' • • • . . , . � . . , � / MARK IN COINCIDENT WITH ,: : WALL DURING PHASE 1 :. . . . .. �' : : J,� VIVI-DE''TE �'ORAL$ HAUL ROAD •CONS CTED: y \ ;. g£. _ / 'T'4 •' i _ / I `i l t q BULKHEAD �¢ .' x PRIO�RTO'.E : AVATI�N AGTIVIT�S— — ' .:' : / : : : : : I : t x HowARD w. o G ' _ D E CO N. T RU C.T MAUL / / \ x . . . 1 : . . . t,�U�}l I , N.Y.S. L.S. N0. 458a3n 1 ;R ,�i? THOMAS C. wOLPERT, N.Y.S. P.E. IN 61483 61I STABILIZED SOIL BASE , . . . .. . . . . / / D: I : x \ ROAD 'DURI.NG'PHAS:E 2 x ' .' .' \\ (ACT) �4L� LOCATION. OF H UL 20UTE'TO BE �ITE ':,� ;` DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. 808Q7 / \ TO-MINIMIZE'-TREE CLEAR G X' • . . ..' I : . ,i _ _ a. 1 \ ) 1 I q 5URVEYOR'5 CERTIFICATION TEMPORARY HAUL ROAD 5EGTION ::. EXCAVATION t11dIIT— / 1 x�\ `. \\ '•. . . . . . . x1 I : : ; xN ?�` ,' NT5Ile OF PHASE TVVO ' . . . ..' �� _ _ _ -- �� / I HEREBY CERTIFY THAT TH15 MAP WA5 PREPARED UTILIZING 'o / �`' �•' �'• � R x I ��', �'� 1 BOUNDARY AND TOPOG RAPHIGAL SURVEYS MADE BY US AND/OR _. 0.61 'AC . . .. . . .. . . . . ' x / ;, \ x / ' : : `Q� 1' , 2#Db1d o TIE UNE ALONG UNDER OUR DIRECTION. x tiNh �<C v c�'DOW EDGE OF MARSH _ \ / 1 J \ X. x x . . . . . . . .. . . . . . . . . .. . .. . . . .. . . . \P�H�$S O.NE: AVAT si ryry�, �� I Qy �E or '\. z or- X ' x -DOh(tN-�'S f 6EVATIO '. x, :�" '�_�� �� I 5�P Rc� gz' ' x , — 9x ..58"000t CY x. i kCq All) 4 a IV. \' � m � t o X4. Q I• `'� _MI \ HOWARD W. YOUNG, N.V. L.S. NU 45813 . . .. .. . . X ' ' EXCAVATION LIMIT x . / / ?i,t ��° o ^i,i : III x / / .', '.�' �,�° ^moo; Z1 ..X OF PHASE ONE / :' 1 X � ,' Q oP ;i � Uj x LU N r2.75 AC " / .' . :':' :' :' i :' ': .� i i t=I T ;` x x I BOAT 5TORAGE BU I LD I N65 vyL, x / i1 / TIDAL VEGETATION AREA V yo //'' . '' :::' •' . .' � ,? iil STRONG 5 YG�-tT CENTER �� X,. z �1 �' at Mattituck, Town of Southold re i S E "" ,, I : Xl'•'.'..� •'.' �; ? ; EDGE OF MARSH / v Suffolk County, New York i o . .. �._. ..�., x „ X REVISED SITE PLAN ~ • .. /, : t,� ! :�" I— EXGA�ATI N PHA \ _ — _ _ _ _ �. ' ,,: CRq i s x O 51�1G PLAN ^a� O�, — — 1000 106 06 10 \--- j y _ x _ . _ _ � 106 Block 06 Lot 13.4 �D x• ; ; '7_ \ x, x�l County Tax Map District 1000 Section OG y`'2 SETBAGIG LINEx.' _ fix: a. MAP PREPARED OCT. 25, 2011 r x • x NO 1 . . ,; .:. •' � Record of Revisions 12' ' N N N 28 30 — \' \ REVISION DATE now or formerly N �' '• x J • \''. \ RECEIVED PHASE AREAS DULY 01,2020 / Russell Zel lner . . �/ . .. . . . . . now or formerly ,o I S EETNUM3F H R DEC.15.2020 12 . ' o DOCKS DOCKS&HWM MAR.08,2021 2021 Jose h Seth Tusa \ MULTIPLE MA.12,2021 Denise Zel Iner p \ " z SCDHISNOIA�13 OCT.18 2021 TEMPORARY STOCKPILE AREA Noreen Mary Tusa l : \ �. '. I JUL 19 2C24 II II Lo sf• N \ � � � JAN.03.2022 R1 N N o 2 SCDHS NOIAk4 MAY 06,2022 FOR CONSTRUCTION OF subdivision Map of Shore Acres o NCIA subdivision Ma of "Shore Acres" "' N oo Southold Town SCDHSNOIA#12 oci 6,2023 RETAINING WALL filed on January 5, I cI 14 as Map no.41 1— p o Planning Board REDUCLD SCOPE JULY 17,2024 j� filed on January 5, 1�114 as Map no.41 x Q ip�o m / Z 40 0 20 40 80 120 / a o� Scale: I" = 40' JOB NO. 2011-0165 DWG. 2011-0165_site plan-2 q OF 13 --- - IV IML --I� M- 1. I..I--1-T. -,- IV -A- IML I-1-1-11-1--1-11- NUI IKA-1- IV AUVIIIVMAL V--.. I.) I & -----11-1--IIJ M UAIA -U-- 400 Ostrander Avenue, Riverhead, Neyq York 11clol 12 .2505 fox. 631.727.0144 tal. 651. dmineyoungengincering.r-om ........... Hoviord N. Young, Land Surveyor Thomas C. Violpert, Professional Engineer Doug I as E. Adams, Professional Engineer Daniel A. Vieover, Land Surveyor ......................W. ell, ,14 IIlIIIIt ...............Ilk Iy, E-NC ERS OF'RTIFICATION -71 NEE II HE 5 ND/OR 5EV`IIA6E -REBY CERTIFY THAT THE INATER 5UPPL"(( ) A IDISPOSAL 5YSTEM(S) FOR THIS PROJECT ViERE DES16NED BY ME . .... ..... IOR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROU61-1 STUDY OF THE SOIL, SITE AND &ROUNDViATER CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM TO THE UFFO L- DEPARTMENT OF HEALTH SERVICES CON 5 IN EFFECT AS OF THIS DATE. IHOAAR1;1 Vi. YO N 8145n N.Y,5. L.5. NO. 45 THOMAS C. INOLPERT, N.Y.5. F.E. NO. 61485-7 DOU6LA5 E. ADAMS, N.Y.S. P.E. NO. bobc! 5URVEYORS CERTIFICATION 61 c1l I HEREBY CERTIFY THAT THIS MAP INAS PREPARED UTILIZINS E30UNDARY AND TOF06RAPHICAL SURVEYS MADE BY US AND/OR U(JT UNC ER OUR 19 T60N.IRECEIVED 202 JUL 1 9 lo To�v fh Planning Board IHOYiARD K YOUN Y.6 5 NW Ivu-75 E30AT 5TORA&E BU I LD I NC 5TRON&S YACHT OFNTER at Mattituck, Tovin of 5outhold 5uffolk County, Novi York E REVISED SITE PLAN N HAUL ROAD PLAN 1000 106 06 10 County Tox MOF> District 1000 Section 106 Block 06 Lot 15.4 MAP PREPARED DEC. 15, 2020 IRecord of Revisions REV15ION DATE IIIDOCKS&HWm MAR.08,2021 MAR.12,2021 DOCKS M W 04,2021 MULTIPLE tMULTIPLE lOCT.18,2021 SCDHS NOIA93 JAN.03,2022 SCDHS NOIA MAY 06,2022 JUNE 05,2023 SCDHS NOlAft9 SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 I0 25 50 100 150 50 Ing ,JOB NO. 201-T-0165 01-T-0165—site plan-2 10 OF 15 -2c ON OR ADDITION THIS SURVEY 15 A TION OF CTION 709 OF THE NEW YORK STATE CATION OWN ERTY TO ARE FOR CTION ES OF THIS SURVEY MAP SURV KED ('IN UNAUTHORIZED HEREON SHALL RUN ONLY TO THE PERSONFOR NNCM THE SURVEYI5�PREPARED AND ON NS BEHALF TO THE�TITtE COMPANY.' GO DISTANCES VERNMENTALSAGENCY ANHEREON D LENDINGF INSTITUTION TUTIONNUSTED HEREON,'STRUCTURES THE ASSICNEESAOFFTTHE LENDING IINNSµTUT10N.CERTIFICATIONS ARE NOT TRANSFERABLE PROPERTY TOTO AAWTIONAL IN�N710N�OR SUBSEQUENT OWNERS. (5 THE LOCATIONMOT OF WELLS BEARING THE LAND TANKS (T) CESSPOOLS SEAL OR EMBOSSED SEAL SHALL NOT FE CONSIDERED ON BE A VALID TRUE COPY. F CERT OTHERS. () ('A),SEPTIC TANKS(Si)A CESSPOOL$(CP)SHOWN HEREON ARE FROM FlElA OBSERVATIONS AND OR DATA OBTAINED FTHM/O7NER5. ` RlVE1Yq FENCE : '• ' I : PRQ PO5E1p'. : . '. .I t '-q �i J x D 1x: i Y EXISTING WELL TO BE \ : '. : I '• '• '•FI1 'L'IN '. o p �; 400 Ostrander Avenue, Riverhead, New York 11901 / \ \ USED FOR IRRI6A710 I : I �/ tel. 651.'721.2505 fax. 651.'12-7.0144 < 20 \ \ PURPOSES ONLY I '• : ; 3 � t odmineyoungengineering.r-om \ R / rn %� 11 RAMP -WAG DOCK S1MR7 FLO • \ \ �Q��c $ PRPGE J 6 Howard W. Young, Land Surveyor Thomas G. Viol g ert Professional Engineer DOk I \ I I III f w Douglas E. Adams, Professional Engineer c� o Daniel A. Weaver, Land Surveyor w 1 40� or� . . rn o 100 N : I x: : w I WELL I SE1�V1�Ei( )*i1ro'� . . . IXx ' UNQEOUN>4'. ' '. '. I. so.t'TEMPORARY h I . • . i 1 f`t GENERAL SEQUENCE OF 51TE A�CTIVITIE5 mbmM -rHI5ISTI HAUL ROAD z � ry` I I tjTI.LltP F? E •\ \ . '. '. I. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES q 1'. I o �'. \'• ( (SILT BARRIERS, CONSTRUCTION ENTRANCE, ETC.) STABILIZED puSE / 0D 2. CONSTRUCTION OF TEMPORARY HAUL ROAD, CONSTRUCTION4, I FRS GPRPGS 5. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL (EXCAVATION AND BAGKFILL MATERIALS. eo 4. EXCAVATION AND INSTALLATION OF RETAINING WALL. PHASE 1) • • • •I: •I,• ; \ " 5. CONSTRUCTION OF BOAT 5TORAGE BUILDINGS S / / I I l 'I.':': : I o 20.9' r RAMP FLOA�NG DpCK r TRO / :: SHED 6. INSTALLATION OF STORM DRAINAGE AND APPROVED ', Yg CyT c/�G,S' I : : I: : :: l• . :•I : ; I I i;l;` SEDIMENT CONTROL MEASURES. ENT A I : I so 7. INSTALLATION OF SITE UTILITIES. /y ''% �%%"� / ,• /•" `�/ / I�• 1 I ,•I•. I,•I II tt'4.1 � t lal LO 5. INSTALLATION OF PAVEMENT. ci. FINE GRADING AND VEGETATIVE STABILIZATION (TOPSOIL, \ EXISTING WELL TO I' : ' I 1 U fn SEED, SOD). \ ( / '•, BE USED FOR I. .. .I:: :: I' ' ' U N I ;:i: I; 1` 10. INSTALLATION OF LANDSCAPING IMPROVEMENTS. � \ • . \, , . .. ••' IRRIGATION •/ 1 � w , PURPOSES ONLY I:::�I.' • ;•: :I:::'I : l t w � w 0 t 11. ALL REMAINING TEMPORARY EROSION CONTROL DEVICES \\\ SF(A ACHIEVE AND AS ORDERED BY QUALIFIED INSPECTOR. BEEN MAY BE REMOVED ONCE SUFFICIENT 5TABILIZATION HAS B E AYVIEW AV , I l ; \ x x q1 `e N • . . . N t fn S `? Cl) N i a Q \ / `T10.25 u a KEY MAP CONSTRUCTION ENTRANCE #I I \ / /, B9.75 4J e m v FLOATING DOCK INLET X \\ PROTECTION 6.90 , 3® o Q X. x \ \\ X p`G G OOLS '� �: : . .'�zz END STONEBLE V 1 � / ' / 40 DEEP P + / PAVEMENT 0 ' x CONCRETE �.., A \ \ {1U loft g '11.00 1! WASHOUT AREA _ \ \ 7.50 Y O \ \ '_ \ \ x X o J 2 / tb 50 \ gLAG�\ I X \ :,,T-20.00' pz IM=4 00 �a /•', ::' /; rl' z` it ��°qm Z HIGH )_. fPt1NINla WALL ; Sw9.75 . It~=. .N � ,/ .' ,•,/•••. . •x� \ EV1= ©THER _� 11 3 Q x Ix is \ - "_►_'* / 1.40 LY , :.• 9.10 1 09 x \;' \ _-_ - x / '.9.10 UG ELECTRIC ERVICE x ry ? 24Q'L FLOATING DOCK I 33 RANI ; NOFF TO' 0 RAMP X NGH S6'L I NNEGT ROOF IN' T \PLP�NS '• x•'. .' :I. ' . . . . . . // 1 sot �� STABILIZED 1 ARC, 41 A I OHS) /. , / • . . /�g:3q:o� / / /1 7. 0 ��2 4'I s i I : (�1<ED oG / t, CONSTRUCTION QWNgPouT L . .'•. . :•'.'•/.'.' •'• /:•� : • � , FoKZ /•'.' I /I/ ;' 7.20 ENTRANCE 8£. .. . . . . . . . ... ..1Tt x / \\ 9.9 . ..' •/ h i M APPARENT HIGH WATER / '/ / 1 x \-MARK IN COINCIDENT WITH - BULKHEAD 9£ X \ x. . . . . . . . I �:9.50I /,1'` UG ELE `1 hl x / 1 STOR�\ x'. I �/ SERVICE X �•�' ' ' � / OPOSAO ' pII�G�. x OR E g . . . . X. 10 TEMPORARY - x . . . .. .. . . . . . . .. .. .. . . . . . .. . . .. . . . . . .. . . x / x. ' \ �0�•, , •. • •�. STOCKPILE AREA a � , II . . .. . . . . . . . . ,' : �� l \ - - /' x" . . / fl g' enn� - x as X x' .x x OR OWT5 • 1 4 2 t#I� / N . OGATION F TIE LINE ALONG " EDGE OF MARSH „ d( •. . � PR -TROLPAN�L X � '� /, � I/ �1 `t' /��J '��1't, , �i N ,� X• .'/' /'.', / w 4�6'' ry q 4 5 rE .• / • /. ' F �, l = y o ENGINEER'S G / x �.. N RY 5 yyTS., ROOM' p' Q . . . .. . .. . . .. . . .. . . . . . . . . . . .. . . . NEW P�LLON'4/P>.� BP,T " /.i �Y m Q t' c� y ERTIFIGATION / 50 IqI �O� //�/ X �Q2 DEEP., 5F.) ' o� ..• (4?' �Sy:X 8:5AHING GAl N / / =o �}•t / �' 50 O LE N X: sz x RIM=150'N Rop RUNOFF Lp� 5096 FUTUR>= E 'P`. _-- '•C 5 ENT g2 / 11=-16 NNEGT HIND FIE 1 i L� R 4L PLS x I oV1/Ts C .' / ' I/ . .0 ���, /I/ �� "W v N 22' / / (SEE ARGHITE pGATI 5) 350 I : o s Z� / .• o x FOR DoNSP ; x j- " I ' , . / :t L 44k V�o•� i /�/ X 3 N g x GHING FIE D 2'O INL I '•' IN ,! otvV , 4l . . .. X EA EEP pOOL`�' EL°q.QO g,50 q / �. 1p. .' / ' g Uo 9.50 IQIDIA.x5.00 D 7. ���2,�w� o,l /�/\^\ x. (36) z�. . . . . . . .. . .. . - x lu HOWARD N. YOU1�` N.Y.S. L.5. 45a45n x o IE=0.00 INLET g 50 / X /�/ ' Q aQ i THOMAS G. WOLF , N.Y.S. P.E. NO. 61485 x i- q.o0 9�o 1 i` I DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. 508a'I - x p EL= ENT. !1 X X TIDAL VEGETATION AREA x v 7.20 ''t}I 111,1110 BOAT 5TORAGE BUILDINGS 5TRON67 S YACHT CENTER �LI'OSr�D '. •'• ~ 7 0 �,t�^, ='l/1 '1! /� \ � '. EDGE OF MARSH LA ' , t h• ¢`�' at Mattituck, Town of 5outhold E x x Rr i 's'Ob • ,' 7 0/ y F \, �t `\ 5uffolk Count , Novi York E- 2 ® 9.50- T1 /. 7.10 /�/ c I' s i' � y 11,. - 5 . e.00 / 7'20� SILT FENCE / �- REVISED SITE PLAN o x , , , 10.50 : 68. 0, TOAID 7.20 q> X EL 8.40H 2.2 FF-RO51 ON 4 5ED I MENT CONTROL PLAN T11.00 N� ; 16 .68.25; , , r; IOOO IO6 O6 10 '� B9.35 �6 x ,-- . . . . . . . . . . . ' • `'� t;i ® � IE=5.40 x' . �Z SETBACK LINE / coNc o6 :: o�•' •B8.8 - - :;'•:'' '' - Count Tax Ma District 1000 Section 1060 Block 06 Lot 15.4 �' : I •' -R !`AINI�tC�'.G�LgLL. y f' a 12' '' 14 N N N 28 . ' 30- - - , 'A.20 MAP PARED OCT 2 020 N PRE ' '' • . .•' \' I 12 x � INLET } ': '. \ ' , o Record of Revisions / EQUIPMENTNEHICLE Q PROTECTION I x X " REVISION DATE FUELING/STAGING & \ \ �'. '• I SHEET NUMBER DEC 15,2020 MAINTENANCE AREA o N " " Z� DOCKS MAR.MAR.12 2021 RECEIVEDOCKS 0Z MULTIPLE MAY 04,2021 ov MULTIPLE OCT.18 2021 x SCDHS NOIA#3 JAN.03. 022 TEMPORARY � '� JUL 19 M4 SCDHSNOA 4 JMAY006,20022 INS/ STOCKPILE AREA INLET , 1_------- REDUCED SCOPE JULY17 2024 SCDHS NOIA#12 OCT.16,2023 / PROTECTION \ Southold Town Planning Boar /U17 40 0 20 40 So 120 0 Scale: 1" = 40' JOB NO. 201-7-0165 O = MONUMENT 5ET ■= MONUMENT FOUND A= STAKE SET A=STAKE FOUND DWG. 2017_0165_site plan_2 it OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA11ON 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 EREC110M OF F.NCES.(7)COPIES OF THIS"VEY MAP NOT BEARING W)T E LAND TANKS Csn AINKED M OR W)MBOSS�HE-AL SHALL FROM B CONSIDERED A TO BE A AND VALID DATA COPY.(4) CERTIFICATION CM OTHERS 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 ORSUBSEOITENT OWNERS. D THE LOCATION OF WEDS I ON 5 SLOPE HAY BALE BERM 5AND BAG 400 Ostrander Avenue, Riverhead, New York IIQOI MAX. COMPACTED tel. 651.'727.2505 fax. 651.'12-7.0144 BACKFILL WOOD FRAME admina oun en Ineerin .Gom y 9 9 9 N CONSTRUCT SILT FENCE SECURELY / GONSTRUGTION NOTES AROUND ENTIRE PERIMETER I PLASTIC FASTENED AROUND OF STOCKPILE ;.... LINER ENTIRE PERIMETER I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND REQUIREMENT. X O 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM d CONCENTRATED STORMWATER FLOW5,AND INLETS. Howard W. Youn Land Surveyor A5 APPROPRIATE. PRAGTIGES SHALL BE USED ON ALL STOCKPILES STOCKPILE j._....•i,, . ►n ,:::I ;r.1_, ; _ w1'I:` Thomas G Wol ert, Professional Engineer 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS GRADE SECTION A-A SECTION B-B Douglas E. Adams, Professional Engineer 2 ' DIRECTED BY ENGINEER 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT AGGUMULATION REAGH5 Daniel A. Weaver, Land Surveyor w ONE-THIRD(1/5)OF THE BARRIER HEIGHT. LATH AND FLAGGING ON THREE SIDES ROUGH HEMLOCK �� 3. L TOP OF BERM FIR FRAME 2 ESAND BAG Lu' TEMPORARY 5TOCKPILE GENERAL POLLUTION CONTROL MEfi�5URE5 NT5 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL S HAY BALE 5TORMWATER PERMIT, STORM WATER MANAGEMENT AND ERC51ON AND SEDIMENT CONTROL MEA5URE5 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: PLASTIC J I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY LINER INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED .� A A ® B ® B MEANS) AND SHALL REMAIN UNDISTURBED. 2. CLEARING AND GRADING SHALL BE 50HEDULED 50 AS TO MINIMIZE •� _ THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT � �'`• _ AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE _ KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS ® REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL •� �. ® ® CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL i zZ DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, o� •` "BELOW GRADE" PLAN "ABOVE GRADE" PLAN TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES •\.`• _• ``z •\•\ SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. 0 \ 5. THE LENGTH AND 5TEEPNE55 OF CLEARED SLOPES SHALL BE '\ CONCRETE PiA5HOUT MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE •\ NT5 DIVERTED AWAY FROM CLEARED SLOPES. 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 15 COMPLETE. 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND LOOSE DEBRIS FROM BEING TRACKED ONTO GRATE COMPLETELY 0 0 0 \\ \ \ LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED HIGH-FLOW COVERED BY RIC MONO +� �: \ \ \ UNTIL THE 51TE I5 PERMANENTLY STABILIZED. ;0; T \ • �O 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN AGGORDANGE WITH \ - - - - - C LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED _ _ 6o ds �f� ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE _ USE OF APPROPRIATE INLET PROTECTION. \ - _ - - - - _ _ o� \ PLAN FLUSH INLET - - - - - -- - 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 00 - - - - - - - LL0 NOYY 'ONOD CONSTRUCTION: A. WATER-DOWN ACCESS WAY5, 5TOCKPILE5, AND --- - - - - - - - - ONno-4 \ \ .� MATERIAL PRIOR TO LOADING; B. LIMIT ON-51TE VEHICULAR SPEEDS USE DANDY BAG - - - - - _ _ y\ \ � TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL SEDIMENT CONTROL DEVICE off\ AND CONSTRUCTION DEBRIS. A5 MPG BY DANDY PRODUCTS .� OR APPROVED EQUAL 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WOVEN WIRE FENCE \ oo�°' /s�o SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, FILTER CLOTH / \ / \ '\ PAVED AREAS SHALL BE GLEANED OF 501L AND DEBRIS AND PAVEMENT / / DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS SURFACE \ �y�o�; \ .w NECESSARY. FLUSH p rb WOOD .� a. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE INLET UNDISTURBED V15TURBED / lea �b \ DF�K NC. �. ���'!' ew PERFORMED AS INDICATED BY PERIODIC IN5PEGTION AND AFTER AREA FLOW AREA l v N��\ ydsb Eo o•' 2& S7EPS ry o0 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO \ e� _ woe wq� Cl)w C4 ,o�, INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, NOZ Q `.0 w ry�Hy0 SEDIMENT TRAPS AND DRYiAELL5, GLEANING AND REPAIR OF SECTION `� (y,)�q��O 1 (� U �p �� 6 N �tpstN �ry� SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTER5, 74 .o SECTION / // \ �Ndsv N N Q h`Oe hry ry`v : ° •\ FRAME AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. FLUSH INLET PROTECTION Q ��N �F� . ."' ' ::, ' ,• GARAGE gzo x 6° 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH NT5 l a . eZ ?4'S OVERffIp W ,S _ �� x // 3 ALL LOCAL REGULATIONS CONCERNING THE DI5P05AL OF SOLID WOVEN WIRE FENCE ao _ • • o'� 0o c� d- a 3'�0 - . . . sa'' ? WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL AS / / m" \ s �H 3 o��'o�' ryx i�tl .' m / z� SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. 8.00' \ ` t� 3/y� F rooy�� • '� , x oam • aZ II. CONCRETE WASH-OUT OF READY-MIX / 2= bs• TRUCKS I5 NOT ENCOURAGED l \ \ `'o��30 '''. j'. �Ny ' / .' .'•'�.'. .'.'� �� o AT THIS SITE. CONCRETE WASH-OUT SHALL BE PROVIDED. :., ...:: / - :. FILTER CLOTH ' UNLESS OTHERWISE DIRECTED BY THE OWNE HE CONTRACTOR 15 v TG��1 T 52. •��. GATE z� / 50- :/ / . . • l+, o01;; WELL RESPONSIBLE FOR MAINTAINING THE NEGE55ARY RECORDS OF / x 1 tT -I'8' E z .5 4 .x'' t "f CONSTRUCTION AC TIVITIES, PREPA RATION TION OF O INSPECTION REPORTS, \ O -.z O TS � - AND REPORTING� /• � RELEASE OF POLLUTANTS T HE / w � L O T PROPER \ N• 6• ' j v a 'j •'/• ,` t1 ' ¢ z � AUTHORITIES A5 NEGE55ARY TO COMPLY WITH THE NYSDEG GENERA STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE 5WPPP NECESSITATED BY FIELD t• rn J� CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR GF �_ ! NEW REV15ION OF THE 5WPPP WHERE APPROPRIATE. ELEVATION / / •'. ''/ : ' ' '::::_ ' ' ' ' / �' / / , _ / l lNp�FRq� ; HANDICAPED > �. . . . . . . . . 1 / $ I " PARKING" a �z /,• .' .'.'� '.',•'.'/ •' " 1 (491ORlq� rn0 ', ' ; SIGNS / SILT FENCE / / . . . ./ • . • ./.' , 1 \ P RAMP i5� NITS / �. '/• , '. : '� . '• •' /.ii;, ; NEW , �z �In c / j/ '/' .' / l t; . ,l "HA PARKING' � I¢� 0. ' � z w E RKING" w / _ /. SIGNS ` III GP STORY M t ¢W J LD / / //.•'.•:•;.• �' ' •' /' '' •' is 34. H1} O o a MIN. / / X.' . '% '. '• '. •'' / t m WELL , FRAME N _ / ST 11 - ' o o t. s.o' �. EXISTING STONE PAVEMENT 2' // �, / 44•' 1 a 'M (Bolb mG) 9 o EXISTING /.',. /. 3� /VG �� o o� S. PAVEMENT : /•' •' '.j/ 1 t', ' �� O SF ` 5T o.5' a GROUND / /.'. •' i t , Rr� �, NEW a b : > ?3,e ` _'; $JOR `�'�l ARKING" go / 1 tlr/ c i 3Q / / 4 SIG a ° ; ;. �, : ;: ;�,� ."•. > �" / �� l. :Ix �No o ti� i} �o ° ENGINEERS CERTIFICATION n ,, z��":�r/.:%i/. �'•C i.;',[%YL.i.. fi �i:•. :,Y/�.•.Y�.•�.*` pQ t /� O' _z MOUNTABLE BERM 6 ( (OPTIONAL) �� / O/ Isit. ``~ I10 PARKING"/ CONFOR SIGN ^I M •`• I : FILTER CLOTH / / o� :: : I : I : : : t SIGN uFT TRACK 1 INLET PROFILE / / zc STO i. '. LIFTcK EXISTING PROTECTION : TRA A. .. . : ..\ i 1 .t; RY T12.0 4�0 sf� 2' tl �/ : re --_ -- OFFICE BUILDING A*% 9.55 1!i t 1 � 4�t i � : / 1 GFA=2,702 5F (DRY) i 50' I �: \ ':. .�. 14p•s 1I moo MIN. / .x \ �'' ll't1t 9.30 %.1, =1 \•.• •�. °�i S hry I d WA5HRACK N z / os ' �: •'' h t l 1 1 9.20 } N It ®1 (OPTIONAL) - / / \ 9.40 \ 'Gf •I TY'.R A NI •' lLl. s.4o 1 / x�NQT:;R ig lyl�tlfilG T } Y 1'\\\1\\, 1 HOWARD W. Y U S, N.Y.S. L.S. NO. 458g3n c, fir.,.. •.h', v .. .: .,717 \' :•. ., O, & D.. / 1 0 1 EXISTING \ �r � � � THOMAS G WOLPE Y 5 F.E.PENO 61483 � �:,. tt: l - / 2 x�•:;•'.'•::• ' fir STORY DOUGLAS E. ADAMS N.Y.S. P.E. NO. 80897 .°•. .' .; u� h T: 2`: : / 1 STORY 2$a \ '�: T1b.0� ' 1 BUILDING $ I EXISTING EXISTING :. MIN,'`•::: /_� FRAME HOUSE O ::; --610,5•'.', • . •. W nl O G0,4R5 PAVEMENT o z ! GP •. •. ' .' Q I I a GROUND ,� � �'z AC�CGREGATE /o� / W. / / I G o t 1 W N BOAT 5TORArvE BUILDINGS () a ^� y \� v x w�2 L� POCK / / I O I \' \ �a v °x . �� 1 OAnNG I N M 5T ��1 , -: 5TRONG 5 *rACHT CENTER PLAN N z ll l " j 6. l s x ' '• •\ • B16' � �� \41, o U w� at Mattituck, Town of Southold - '/� Suffolk Count New York WELL 4.0, lu1 �2� r _.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� �'�'�' 11'L:0 11 U /1 till �a County, DRAINAGE TO SEDIMENT N .�^ \. •' \111 rj I/' fG.1 fi ���� ��® REVISED SITE PLAN / V. '. . .'. F.Fl J 1 TRAPPING DEVICE I \ �\, V. . . o C4 SEE NOTE 8 / (- GRAVEL DRNEWAY I l24.3 '. '. '. I r1 9 w ER05 i ON 5ED I MENT CONTROL PLAN . . 'l JUL 1 9 2024 1000 106 06 10 �----- w / / _ ' _ \ '. ' 1 . / southo3Town County Tax Map District 1000 Section 106 Block 06 Lot 15.4 a _ , _ _ 1 , , • • 1 CONSTRUCTION NOTES o . / / o _ \ '. I '. . '. . I ' E E-U5E 2"STONE OR A RECYCLED CONCRETE EQUIVALENT. o+ / �a _ _ 1 ; I f Planning Board I. STONE SIZE 1 / I a 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 wo �H�D'w)RES�y I l rn i n MAP PREPARED OCT. 28, 2020 FOOT MINIMUM LENGTH WOULD APPLY). 1 5. THICKNESS-NOT LE55 THAN 6". BELGIgN BLOCK q / I . 1- �':•'� f O r 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR sro i Record of ReVlsfons EGRESS OCCURS. Ne DRN E1vgy FENCE ! �-< a REVISION DATE 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACIN6 OF STONE. I • '• ', ', f un Z `� SHEET NUMBER DEC 15 2020 6. SURFACE WATER-ALL SURFACE WATER FLAWING OR DIVERTED TOWARD CONSTRUCTION Z : 1 : 1 ' J 0 m 0 a/ DOCKS&HWM MAR.08.2021 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A j / : I '• ; I ! W -, a !� DOCKS MAR.12.2021 MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. - 1 : : 1 ' U) Y O 0 i d: y r f MULTIPLE MAY 04 2021 T. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL c, \ ,' I : : G7 f` MULTIPLE OCT.18,2021 PREVENT TRAGKIN6 OR FLOWIN6 OF SEDIMENT ONTO PUBLIC RI6HT5-OF-WAY.ALL SEDIMENT R p ' ; 1 : 1 ; ; ' 1 f0 tr SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC,RI6HTS-OF-WAY MUST BE REMOVED = 1, R� o� : . 1 f` / DOCK SCDHS NOIA#3 JAN.06,2022 p O, 5'(� � 1 ; C "lt r RAMP FLOATING SCDHS NOIA#4 MAY O6.2022 IMMEDIATELY. �i : • '1 1 i I- ^ / SCDHS NOIA#9 JUNE 05,2023 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN 0) FRAM �� I : X . 1 l SCDHS NOIA#12 OCT.16,2023 CALENDAR DAYS. P`'P�� G PR p,GE .9 , I I ; I : : • : ,I i Z �1 REDUCED SCOPE JULY 17.2024 1 : '• 1 1 . ; III'. /F�t 1 / / a 40 O 20 40 80 120 Scale: I STABILIZED CONSTRUCTION ENTRANCE : : '.:: it a " 40 I : ' 1 . : : I11 t/ = 1'NT5 16 I I DWG. 2017-01 5site plan-2 12 OF 15 / � : � )�•• � , 1-1-1--------1 IV --.---- --1 1.--AM-111.- 1. - ...--1,--.-I-A-11-I-M-I-III-IM UbIW MM-1,AM IV --� IML-1-1-1-11M.-1-11-A-NVI IKAIN-M IV AVVIIA-AL 1-11-1-VK WW=WV- �.j -L-A-�-kW).-.11 IA-k�l)---k-)-V------Al-A--UA.A-1--V. 400 Ostrander Avenue, Riverhead, Novi 'rork llctol N tal. 651.121.2503 Pox. 651.'72-7.0144 admineyoungengineer-Ing.r-om , . 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Hoviord K Young, Land Surveyor - -�-,- , �,�'� "",-�E, , : � 't", ''� � ,,-,,,, -E�,"�O�--I ,�,� - - - , 11" I , - - V , ,,, "' 11 - " "'z c, ,',11,�, I " ,E�,11 'K I � , , '': I � � E,11,I�11,"I,,,,,_,,�E�,'�t-��,��',,',, I I I I E- E, Rg 1: ;,,,EEg ,�']",- -,,�,��'��,�",��',E,,,,E-""E,,,,�E'-�1-11 � I ", I -111,� ... ", � , I � 11 g,"� " X , , I W, I "�u, ��-,�-��"'0,1�v`,' ... - , ,� I I I 9 " - '1.11E,��,,��-,,'��'-' E, -:', I "�,-,z,�,E�,,�', , , , � , , t-11 I I - �,11,,�'-- ,",1',,,',,,�,4'1 1� I ,�-� 1�I-E" " I 1, 4,�,��,' - �E, ",,,,, '�""J��' '�' , �,,,�'&'' � "111,11`I"'1141'�,"",-�� ',,',,, , , , 1-1 - -�''-"�,il �', I - - "- I I I 81- ,,,,�, ,,�',,EE,�,",�', 111��111�1,I I I�I 11"1�� � z�g '-'<,�El� Thomas C. Violpert, ProPessionol Engineer I 11, I , " lt,�, , , -E",�<",'-',�,-�'i M1111 11 - � �, "I 'k I I'll "!,,� '.1 -) ) ,M,,�,','�,,'�,',,� I I I 1, " I I �, I E,-,m4 � , ',�',,�,�,','-� , Douglas E. 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UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROU&H , � ��,,-.-E- I :,, ,�, 1-1-1111 �E7�r,"', I _� � � E��E,A! ,r- 1 %,�,�tx�%, ) , STUDY OF THE SOIL, SITE AND 6ROUNDViATER CONDITIONS, ALL I I Ow��,��,,'�,,C,E, I ,,, ��- I.., ,` 1A11E-1E11-EE11 -� t*' " "I"', ,"ZE�, --,,;,, , _I � , �'"' I �� " .,11 , ,,V, �',Ot�,� UN`7Y � � ,?� � ,- ��,, , ,E I � �,1111 I I r-� , "�, FACILITIE5, AS PROPOSED, CONFORM TO THE SUFF I 'g-11 1� I" "j DEPARTMENT OF HEALTH SERVICES CONS " , -,, , I'E-, 11 E',�E� I -, �, , �, 2 ' ' I'll' I "P,E" TV' """'I'ki"""? , E,R'4fi'\'�t,E,,,E , I ZEE ,:,,, , ,E, , - ,;," '.-I"; EFFECT AS OF TH15 DATE. , , ` � ,�l, ,- j I I ,"�EE-�n', 4 , �,,� E,�',,,;, � -Z,,%,� W, � .......1,�, ,I'll - I'll, ,7 , ��I ,,"`�,-"n""', , , ", , '-�'-I , ,,, - ;"r I 11 ,'-�--:! 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'i'A ;* , -���, N.Y.!�. L.�-*6. 458q5n , , 1 X , ",, I EIIE-111� - �3` ,,,,:,`,,�,��, � , � ','�J�, �E'1171k'1311111 I ....... - ,-En, " I , , -111"', U111111E In , � � 11, AL,"� ,�,�`- - I T- I ,� 1�1 I 1E11 -1-8,11- I W",1111111-1, 10j,"", 5"E. # � � --h',/ -j I , I �,!`,,,',"��',,, "',""'.", , , � - ,j I 11 , - , ,&`, , 110" - '' I �� I � E, w I I ,�, I "I!, HOAARD K , � �;,, 11� `,E�E 0--- Qr�,,�,\!-,`�,"�" ',,`�' , i -�,'-,",-�,�!� a 1',"I,I 1`EXr" d A, ,OR -� EE��,,���,,,,,,,, ,-� ,:�� , , � I 1, � I I 1,,,11- �� ""',�,��,-,-Nflqr, ,,p E, E,%,,-I , , 1- 4 -10,,D�41%E- , , -,N- - , �"-v ILEORT, N.Y.5. F.E. NO. 61463 , ,g 111 , , ,�: , 'I- 11 , ,%C-k "I ,,, 'I" , -� " I , - ,,,�� r il-D 1� '-E, I I ,, ,�-�,,��!�,n, , � N � , ---�-,"k,� E DOU61-AS E. ADAMS, N.Y.S. F.E. No. 805cl-7 I I IM 'I -�11 '1:�'!`EE'.',',-k` �� ,,,��",:",e,,�f"��",,,,�",-"",-��'j�"",,",�,',, ,�"i � .1 - ,,-�,,�', , ,� J, � , wi M """" 0- � THOMAS C. 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