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1000-106.-6-13.4
w a 0 U O Q O i 0 %3 Lu w C3 z ut LL �ZZ o zi � a a 0 Q O X d) z u Lu 9 a w m 8 � PROP06ED GRADE AT ELE 10.0 ago > X PROPOSED NORTH ELEVATION OF N c BOAT STORAGE BUILDING V �+ N STRONG'$MARINE a N .r m m m m m m m m W �� PROP06ED(A2ADE 4T ELE 10.0 PROPOSED SOUTH ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE ul d m AC ° r ' — r Lu Nor H m0 � }' z cd a o TOP OF RIDGE/ELE 51.15') UJ VI MEAN ROOF HEIGHT SAVE HEIGHT Lu BOAT STORAGE BUILDING STRONG'$MARINE ®®® ® 90'W X 95'H HEAD DOOR MIMI= �� ROPOBED fai2ADE(ELE b.0'1 M PROJECT: STRONG'S MARINE PROPOSED WEST ELEVATION OF PROPOSED STORAGE BUILDING PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING BOAT STORAGE BUILDING STRONG S MARINE STRONG'$MARINE BUILDING ELEVATIONS NM01.O i0N,.1r�OS szoz Z Z WN SEAL&SIGNATURE DATE: 9-25-24 PROJECT No: 180016 r,: lC 6Uri ' DRAWING BY: DC °, s CHK BY:JTB DWG No: A- 101 ,900 f CADD FILE No: 1 of 3 �ia'39 180016 m w a F- ,�i U w a z m A a w Q z Q o a a � a � a � a EXIT EXIT BOAT STORAGE BUILDING EXIT 316° X-1.01. 36" X Z'O" STRONG'S MARINE 3'6"X l'O" FLOOR AREA.62,310 60. FT. OCCUPANCY CLASSIFICATION•SI(DRY BOAT STORAGE) OCCUPANCY.I PER 500 SQ FT GROSS•125 PEOPLE BUILDING IS SPRINKLEREO MAX TRAVEL DISTANCE ALLOWED•250 FEET NUMBER OF EXITS REQUIRED•2 O NUMBER OF EXITS PROVIDED•13 F r MIM PLUMBING FIXTURES REQUIRED: X X MALE-I PER 100 FEMALE-I PER 100 n PROVIDE 2 UNISEX ADA BATHS O r F., � v a XM m 4 0 X '1 m X 2 Q 111 d LL z Q� 3:Lu 041 �t ni t- ``i O � X � OUl t� z � p O xX l Q cil m LL LL EXIT EXIT EXIT 3'6"X l'O" -,V.X 110" 316"X l'O" PROJECT: STRONG'S MARINE PROPOSED STORAGE BUILDING FLOOR PLAN SEAL&SIGNATURE DATE: 9-25-24 PROJECT No: 180016 DRAWING BY:DC CHK BY: JTB } y DWG No: F �fK, A- 102 .100 CADD FILE No: 180016 2 of 3 w O U O O TOP OF RIDGE•51.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE r F- � W w Z W a O �- O � U z w AVERAGE EXISTING GRADE(ELE a 33.50 Q --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- .f�. N [AREA•12,322 SQ.FT. U Q 1 IL EXISTING GRADE LINE W PROPODED GRADE AT ELE 10.0 z N N PROPOSED SOUTH ELEVATION OF N BOAT STORAGE BUILDING Lu STRONG'S MARINE GRADE PLAN CALCULATION PER SECTION 260-4 OF SOUTHOLD TOWN CODE(AMENDED 10-18-22): AREA OF PROPOSED BUILDING ABOVE EXISTING GRADE AT PERIMETER WALLS-23,416 SQ. FT, PERIMETER OF PROPOSED BUILDING•1040 FEET AVERAGE EXISTING GRADE AT PROPOSED PERIMETER•23,416 50.FT,/1040 FT.-22.52 FEET BELOW PROPOSED RIDGE PROPOSED RIDGE HEIGHT•ELE 24.24(AS DEFINED BY SECTION 280 OF SOUTHOLD TOWN CODE) AVERAGE EXISTING GRADE(IN DATUM)•51-IS-22,52•35.05' TOP OF RIDGE•51.15!IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE N AREA•2,125 SQ.FT, a In aft0 EXISTING ADJACENT GRADE(ELE 41.9') NG GRADE LINE --- -STI --------- ------------------------------------------------------------------------------------------------------------------------------------------------------EXI ----_______-------------____------_____--____-----------___------------------------------------------------------------------------------------------------___----------- EXISTING ADJACENT GRADE(FLE 45.8') 2pn3 dQw� O N 0. AVERAGE EXISTING GRADE(ELE 33.517 AREA•12,511 SQ.FT, PROPOSED GRADE(ELE 10.0') PROPOSED NORTH ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE U x tU d r � Nor f-- A O m x t' °mz � °�' O TOP OF RIDGE 51.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE LL TOP OF RDGE•51.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE N •(� ,i y, iF� yr -------------- a SAVE H*,IT U' 0 Ll EAVE HEIGHT EXISTING ADJACENT GRADE(ELE 45.8') _ 3 - ------ EXISTING,ADJACENT GRADE(ELE 41.9') z _ -F)cl Q"'o pcISTING GRADE LINE_ - - - _ --- STfNG G_R_gpF_LINE a - - --- - AVERAGE EXISTING GRADE(ELE 33.517 - '-- AVERAGE EXISTING GRADE IELE 33.517 •------------------------------- ----------------------------------------------------------��'--� -_ --------------------------------------..___-__--____-____._-------------------------------------------------------. ___-.. .-------------------_----•-------- ----- --------- - ------•--- ------------ ---- - -----------_--------•----------__- ----------____ ------- ----------------------------------------------------------------- ---- AREA•3,653 SQ.FT, _ - - AREA.4,116 SQ.FT. _ _ OVERHEAD DOOR OPENING- EXISTING ADJACENT GRADE(ELE I.25) - AREA•4,393 SQ.FT, AREA•3,330 SQ. FT. - - PROPOSED GRADE(ELE 10.0`) SED GRADE(ELE 10.0') A SED GRADE(ELE 10.0') EXISTING ADJACENT GRADE(ELE 9.5') PROJECT: STRONG'S MARINE PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING PROPOSED EAST ELEVATION OF PROPOSED STORAGE BUILDING STRONG'S MARINE BOAT STORAGE BUILDING STRONG'S MARINE GRADE PLANE CALCULATION SEAL&SIGNATURE DATE: 9-25-24 ~' PROJECT No: 180016 DRAWING BY: DC CHK BY: JTB DWG No: A- 103 ,00 CADD FILE No: 3 180OXX of 3 I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIM OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York 110101 N A tel. 651.121.2505 fax. 651.121.0144 dmin® oun en Ineerin .com y 9 9 9 l a i W i1,� E o 15( apt`" /rrrr Howard W. Young, Land Surveyor e Thomas G. Wolpert, Professional Engineer S ^, Douglas E. Adams, Professional Engineer WS E Daniel A. Weaver, Land Surveyor G 3 l Z s� 51TE DATA � a p" IS now or formers v TOTAL AREA = 1,455,5511 5F OR 52.95541 ACRE5 �' o 1523 , S82° Glebe Associates LLG o � N�3° q 22 011ar s O,, , 3 13846� $3� 6 � now or formerly ZONING USE DISTRICT RESIDENTIAL LOW DEN5IRTY A (RINE E M80) z0 }>f g00� R. E. Strong VERTICAL DATUM = NAVD IQ88 ow S� TOTAL D15TURBED AREA = 5.1771 ACRES -1 N • �o (R-80) DISTRICT O� > �j,`�` �� -------�g8.46 ,, LOT AREA = 718,474 5F i e = STRICT .'f now or former) N84°53'4O"W �0 k LOT AREA = 717p85 SF ST w North Fork y vl �' p� �\ S�ME `` 0m CP FRAME WETLANDS AREA = 2-1,555 5F YgCyRQvcs" %�;ae%r Pro •ect, LLG alp j, p� i i\`\��\ 2F SSE �'ryto- ARAGE BUILDABLE LANDS = 689,752 5F OR 15.8345 AG T CE J o �\ , / \ , No PCs .' %rye oo u E EXISTING BUILDING AREA = 69,076 5F O m / / \�, GPR fib• NS4005 20 1 O0p 0 6 PROPOSED BUILDING AREA = 62,510 5F oQ�Ur ' L i i �`�- Q ? 6 TOTAL BUILDING AREA = I51,586 SF O\\ \4fp o grQh /7oW / / \� �a� ,c. g(�R Ti 9 O LOT COVERAGE = 151,586 5F / b8a,752 SF = 19.0 5G 0 4'e p- Or r, / Q ,Lp f`` FRAAME 4 Or / r BUILDING 6� ° (no #�I EXISTING VEGETATED AREA TO BE RETAINED = 7.65 ACRES 6q°$/o PROP05ED VEGETATED AREA = 1.50 ACRES SF�N �cn' o C4(j/e // / � TOTAL LANDSCAPE AREA = 8.95 ACRES �. o o qj r�s� // /r 1 ST O PERCENT OF LANDSCAPE AREA = 8A5 AG / 15.85 AG = 56.5 % BAYVIEW Z AVE. e� 'It N as MSS N�USE (No @��NG I•..` rn 1 NOTES FRP GNI - t) S; 10�1'tj6"yy o,ucga4,onn. i & d aq'4511� Np.=a ;she 5a 1 �1 w 11, SO•lo TH15 MAP WAS MADE UTILIZING SURVEY PREPARED BY NATHAN TAFT CORWIN III, LAND SURVEYOR, DATED MAY 1, 2017. GTy i i 3 y STORY o BUILDING U ' h % r 84 z ,1 '. 8�1 581°g21 / l "� �99�g% '_ 9 tP 6 O6o3q,20Hyy KEY MAP 117.001 1 i g`0�` SIOR'� �� t;z wU711 s° gaO nt( SCALE: 1"=600' S68 °�a� 1 FRPPG 2p Roiy' •, 14�.g8�'� '� GPR ' ry m o / 10 o � N N E f�� u�j• 1 p SEA& �• � O /��` •dry / � � � i Z d' ,` .,t NGPRp,GE O — °33, Poo O SHED ' ENGINEER'S CERTIFICATION $$ � � o } ,ouna4mnnK I HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE � OpO (t) (P ' ` V15POSAL SY5TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME N78°IOIOO„� _ (o ^ OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH O STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL �� IJ FACILITIES, AS PROPOSED, CONFORM TO THE SUF,FOL- - OUNTY ` �OU� N, aA DEPARTMENT OF HEALTH SERVICES CONSTRUCT SvTAND 5 IN O 0 9� �� Ill EFFECT A5 OF THI5 DATE. \ �� / N LD,✓ „A, R 40 �0 9 J/Q. `� /• 42.58 HOWARD W. G, N.Y.S. L.S. NO. 45843n � 515°5q'II"W DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. SOSa7 o THOMAS G. NOLPERT, N.Y.5. P.E. NO. 61485 z O. to 335 26.27 w 5URVEYOR'SM CERTIFICATION 540°16'33"E 01 6 �0,jn , 1 HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING 2 a ti� / °ry n 17.52 OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS ho ���9, S0 �� / o� ry0 ry� 581°58�34„� MADE BY US, AND/OR UNDER OUR DIRECTION. r Th W o moo,� �S U) 88.7q I � 0�!•jQs r / � � ehhjFe�° �j�G e,,/ k6�° s / , / �yF �`�; �� I E. ! I N s Gvh 9/e , ?6 0 �o� _ �jg/ ' �66° 9 JV j �- N e 4g, l°/4,0 126. � - -' - `' � ) Q ry ry � �yC,► �� 1 ` k_ °P` N8 s 022 I07 2 BULK SCHEDULE FOR MARINE-11 (M- l� DISTRICT h' 39S 5 '3o"ry ° 7q' ROUTE YMIITRF✓-1,Otnl \ ' N66 4 71.34' N7q 56'I 11'w' ACCESS , `� / ' i� , '� �d,� = ,,.-°.;.�,. ....,,,,. -2p N88°02'5o"W N j /� 0m MP eats PRINCIPAL GORE PLAN �?y 6>°4�4$6 ACQ ) / 0 �' >t HO N. YouN �r'`s L 5 N 58a5 ' 3 / O WARD G, N. 4 LOT 51ZE 80,000 SF 717,055 SF 'h' 3�� 9 / ry0 70p 0g 05 LOT WIDTH 150, 7401 h 3s0 42.60' `� I LOT DEPTH 150' I boot o/ry 0g't -)4.67 II 182.66' N89°20'20"W 51.25' 11 ) I Toh/ or �6� �;586 10 20 W N87 56 50 584 2q SOW r BOAT STORAGE BU I LD I N65 FRONT YARD 55, 26.5' h Off` off'/» 41 N77°55'S5II � N p 51DE YARD 25' 28.0' SoU� er/y l6�3 ,2o„yy w G3� �MCD STRONG'S YACHT CENTER BOTH SIDE YARDS 50' 77.7' ho/a ' R�sse l I Ze l ner formerly g�8 4o N80°27' " �4o I91 40 py MAY 2 2 2025 at Mattituck, Town of Southold Denise Zellner /�/ SJDBOARD Suffolk County, New York Ea REAR YARD 25' q I.5' +{ LANDSCAPE AREA 20 % 56.5 % �/ 0 now or formerly PLANNINGREVISED SITE PLAN N LOT COVERAGE 50 % 1a.0 % ,Z' Joseph Seth Tu5a 4 Noreen Mary Tusa GENERAL LAYOUT o BUILDING HEIGHT 55, ( 55, �' 1000 106 06 10 NUMBER OF STORIES 2 2 County Tax Map District 1000 Section 106 Block 06 Lot 15.4 subdivision Map of "Shore Acres" MAP PREPARED JUL. 05, 2018 filed on January 3, I ci 14 as Map no.41 REVISION Record of Revisions DATE TOS,NYSDEC NOV 20 2018 NYSDEC JAN.02 2020 BOSCOLA RESIDENCE FEB.10 2020 SANITARY&DRAINAGE JULY 01 2020 SCDHS NOIA#2 DEC 15 2020 DOCKS&HWM MAR.08 2021 DOCKS MAR.12 2021 MULTIPLE MAY 04,2021 MULTIPLE OCT 18,2021 SCDHS NOIA#3 JAN 03 2022 i SCDHS N0IA#4 MAY 06,2022 SCDHS N0IA#9 JUNE 05 2023 SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17 2024 FIRE ACCESS JULY 17 2024 APR 08,2025 aIR V) Y m 100 0 50 100 200 500 JOB NO. 2017-0165 Scale: 1" = 100' DWG. 2017_0165_site plan-2 I OF 15 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ♦= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION(F FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 110101 tel. 631.12"1.2303 fax. 631.121.0144 adminoyoungengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor S y\00- a s 1 0 / 0 IA 0 I t- RA►IIP NG D CK 4"'' POOL 3� I SHED 4 Y \0 0S) JAIE jlt°�lt now N0 / i\i s0'31 It I g N78 1o,001Iyy Donna rforrner� W B S (I000-Io6_6_�SGo�q 1 � �00.00, j e�� u► rn U t �\ � U J / m-� / , h 0�Q o N N /n�(V C6 �7T N ° 0 2 Q- � a I1 CIt fQ/�� i 0 - L k ?O CTl m FLOATING DOCK 0) /Cd w 24.59' 7 ED6��L (BY OTHERS) 3$0 Q \ 11 1 T o � • �t � � 58�°12'38"W 8 26 2,71 � � HIGH GK A ENG VIt•1YL GL D F Q� /. � � 6p3• � t} °O�� 3p �.I � �0 �� FLOATING DOCK RAMP It Lj / llsE`tl.l� I �U APPARENT HIGH WATER ENGINEER'S CERTIFICATION MARK IN COINCIDENT WITH 1� BULKHEAD I HEREBY CERTIFY THAT THE WATER SUPPLI AND/OR 5EWASE DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DE516NED BY ME *'f I rr. '�•' i � � (Y�� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH '`. �� ° 540°I6'S5"E STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL ryo ry FACILITIES AS PROPOSED, CONFORM TO THE SUFFO UNTY / (n I7.52' DEPARTMENT OF HEALTH SERVICES CONSTRUG . SU4ND IN 20' I / 1 cD �� y�\ T i� I a4 EFFECT AS Or THIS DATE. CO S C D Wq� Db� o TIE LINE ALONG t ryh V)) } (�(� EDGE OF MARSH c'.i REWARD W. Y G N.Y.S. L.S. NO. 458a3n �jb` t i ry-� �y�� �y1 THOMAS 0. WOLPERT N.Y.5. P.E. NO. 61455 i t ?0 20 j0 j 9 0 DOU&LA5 E. ADAMS, N.Y.S. P.E. NO. 50897 �" "r SURVEYOR'S CERTIFICATION 01 OF BRO510N � g i I Q"ZO � W m e17�OL I HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING i �'ON (BY OTH1=�) / I Q O� >f �0` 3 N OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS C'jj ^Q, y MADE BY U5, AND/OR UNDER OUR DIRECTION. i - O Np I lu �✓ It 7 4�3�" 234c' 2 0 0 • >'ry� 1�S� I UI l� TIDAL VEGETATION AREA 0 3 2 9 v !!! y1o, i\ V �t T•t.,"L-c ' ? !) ul / 1 ICY EDGE OF MARSH / I j" 3�1' ' .� / ,Ilj HOWARD W. YOUN6 N.1".5. L.S. Nb. 458g3 1 ry o q, BOAT STORAGE BU I LD I NG5 WOODS •� i�5 5ETBACK LINE GONG�TE STRONG 5 YACHT CENTER 4, 42.60 RZTAININC, WALL `�� 586°10'2011W '14.6-11 N8105615ovq 182.66 (0 0LTW N5ci 20 20 W 56.10, 51.25 now or formerly 51e,° N8o°2�'4p�• 5S4°2g50 W WO �. at Mattituck, Town of Southold r` 5uf fo Ik County, New York y now or formerly w N77 _ REVISED SITE PLAN / Russell Ze I Iner WOODS V/ y ry N / Denise Ze I Iner Joseph Seth Tusa . II Noreen Mary Tusa o N ALIGNMENT PLAN subdivision Map of Shore Acres" l000 106 06 to filed on January 5, IQ14 as Map no.41 I— subdivision Map of "Shore Acres" wooDs County Tax Map District 1000 Section 106 Block ob Lot 15.4 j� filed on January 5, Ig14 as Map no.41 .. MAP PREPARED JUL. 03, 2018 / O 34o IqT I }► REVISION Record of Revisions DATE r TOS,NYSDEC NOV 20 2018 I aye \ NYSDEC JAN 02 2020 BOSCOLA RESIDENCE FEB 10 2020 q SANITARY&DRAINAGE JULY 01 2020 SCDHS NOIA#2 DEC.15 2020 DOCKS&HWM MAR.08 2021 DOCKS MAR 12 2021 MULTIPLE MAY 04 2021 MULTIPLE OCT.18 2021 SCDHS NOIA#3 JAN.03,2022 SCDHS NOIA#4 MAY 06 2022 SCDHS NOIA#9 JUNE 05 2023 SCDHS NOIA#12 OCT 16 2023 REDUCED SCOPE JULY 17 2024 o FIRE ACCESS APR 08 2025 a N } m 40 O 20 40 Do 120 0 JOB NO. 2011-0I65 Scale: 1" = 40' El= MONUMENT SET ■= MONUMENT FOUND = STAKE SET 0= STAKE FOUND DW6. 201'7_0165_site plan-2 2 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INS71TITIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOVM HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 110101 tel. 631.'727.2303 fax. 631.121.0144 admen®youngengineering.com N • Howard W. Young, Land Surveyor 000 >tTtr Thomas G. Wolpert, Professional Engineer { DRAINAGE CRITERIA 4 CALCULATIONS Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor •onnd�inu ti V = ARC S Ix : V = VOLUME (CIF) A = TRIBUTARY AREA (Sr-) .EGTR G / R = RAIN FALL (IN) I WELL : : I sl1�VICE( )'.TO'� = COEFFICIENT OF RUN OFF : X: x : UNDER ROUN I, J ! G I I to I I FROM ITH 1.5 EEC ISTI Ndl TRIBUTARY AREA NO.I S I I 1UT1L:jt� 1PO. EARTHWORK DATA � t rn„cwL-Haut• A = 40,376 SF \ 10 1 \ I ,n \ \ O �, q X TOTAL EARTHWORK VOLUME = 65,650 GY (GUT) \ • '• '. VOLUME REGtUIRED: \ S�OR�,35E o x ROOF: 23,116 SF x 2/12 x 1.00 = 5,655 OF ME GE NOTE: STONE: 10,758 SF x 2/12 x 0.60 = 1,076 OF I FR& GPRP GRASS: 6,521 5F x 2/12 x 0.10 = 114 OF VOLUME(5) ARE UNADJUSTED. TOTAL VOLUME REQUIRED = 5+043 OF � I •.. .. / , .• •• •• I .• : :1 : . • : I. • � , * VOLUME PROVIDED: m VOLUME(S) ARE CALCULATED UTILIZING GRID METHOD SURFACE L I \ / I::I: : \ COMPAR15ON(S). USE FRENCH DRAIN 'A' \L / I : : I �. . ; I, ::: : I b 20.9+ F1 OA�NG � �cK 18" PIPE: 1.76 5F x 200 LF = 552 OF / �� RpMP GRAVEL: (6.4a SF x 200 LF) X 0.40 = 519 OF \\ pp0�- / s000 / I X : :':• : . I i °' SHED USE LEACHING FIELD 1.0 (12) 10' DIA. x 5.40' DEEP POOLS = 4,454 OF aoU \ now •. I : : : � I : : : : •� l�` �1 WN TOTAL VOLUME PROVIDED = 5,505 OF \ \ D ' for I I : : ' I I 1/ .onn Merl I : : : : I:: ;: y TRIBUTARY AREA NO2 \ 106-6-13, oIa EXISTING WELL TO x A = 174,3101 SF \ 7) / '• BE USED FOR \\ I VOLUME REQUIRED: \ \ \, . \ .� IRRIGATION ROOF: 66,282 5F x 2/12 x 1.00 = 11,041 OF \ PURPOSES ONLY STONE: 64 392 SF x 2/12 x 0.60 = 6,43Q OF as\ ` \ GONG.: 600 x 2/12 x 1.00 = 100 OF . . .. .. . . . . . . . . . . . . . ... \ _ _ _ \ I:.:.:: 6RAS5: 45,045 SF x 2/12 x 0.10 = '11"1 OF �x I;::: TOTAL VOLUME REQUIRED = 18,303 OF \ X - - - * VOLUME PROVIDED: s� \\ X I' . .I: a -W USE FRENCH DRAIN 'B' .. . . . . . . . . . , " \ / :':/• i IS" PIPE: 1.76 SF x 286 LF = 505 OF \\ / ��. �o o (L z 0 / ;. ../ . �1 o GRAVEL: (6.49 5F x 286 LF) X 0.40 = 742 OF / \ '� _ / a`Oti�. . . . /:::: j O g USE FRENCH DRAIN 'C' - : I oA\ \\ / . l w Q�� x IS PIPE: 1.76 5F x 345 LF - 607 OF \ "I /, �c� Q X / . . . . . . . . . . .. . . ... . . . . . . . . :: / .: : �/ ' GRAVEL: (18.24 5F x 345 LF) X 0.40 = 2,514 OF ,o : \ \ N a. USE FRENCH DRAIN 'D' \ ' X. •. / o 15" PIPE: 1.76 5F x 206 LF = 363 CF I x x'' \ - - - / /. . /' ' / �f10.25 k co e GRAVEL: (18.24 SF x 206 LF) X 0.40 = 1503 OF I \\ / ' /, •', , /•' B9.75 �Cl,� tz m FLOATING DOCK USE LEACHING FIELD 2.0 x 8� . � (36) 10' DIA. x 5.00' DEEP POOLS = 12316 OF ED6E'OF.ERO510N / • /. . / 3r X. CONTROL 5�P`N1�T5 ' ' / •' 3 3 o \ B. / / • / l 6.90 4� o TOTAL VOLUME PROVIDED = ISSIS OF X '• \ ( Y 0T�4>=R �, �- A,5 ' \ d Q \ max. I :x \\\ X.... . .F.IEI-fl 10 // ! N:\, \ I \ Ep,GHIN�EP Qo�LS :,.: j/ / , END STONF13LE 2 \ \ TARY x (12) 10'flIA.XS D :i, PAVEMENC QOQ x • + Q \ BCIN�RYµ 1.4 = i,., :, . 7.50 J \ LACK\ I x �� . . I'll.��lv.•i..'' :i:•`� /. ./. XF- \ t(( o 't _ _ V /.Z 7.40 X CD i US ELECTRIC c, x s.10 / 62 0 x ENGINEER'S CERTIFICATION - I� SERVICE \ / I owl OIIIlG .. 6: I J IN �` / 10 �/•o 0�'4 I HE CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE Bti -a* FRENCH )7 200'L J 7.30 cI FLOATING DOCK • TRIBUTARY x : 3'►!`jx3D /•' ' ' „'''/ IN T /� TRIBUTARY RAMP DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME BOUNDARY �� I =8.80 : ;`. :�.:. i X 14SOPF TO • • • • . , , , I 1 BOUNDARY GH I� I X:FRENG.H RAI •� '� �• - " '••/ � � OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROU : 3,DX 86'L : PRENG� D'�'IN Tq# / • . . /x.. /I/ " Y I, 3 �ONNEGT ROOF ' ' c, STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL : I 'X TURP`L p O N5 /. ' •' ' �-9.3 / /./.t" 7.10 F�2 '' j � L OUNTY T h p.RGHI f1 \T N5) q:a l� c . TIES, A5 PROPOSED, CONFORM TO THE SUFFO zti I I I (SEE EFFECT A5 OF THIS DATE,SERVICES CONS FACILITIES, I FOB D�wNSPOUT LOGA\ t DEPARTMENT OF HEALTH SE TRUGT "STAND SIN • ,I v ; I \ / j/. TRiB Li RY �.� /�/ t 7.20 -TRIBUTARY ' \ \ . . 9.95' / . :B.OU LT�RY / BOUNDARY ? yy / \ / / / /' �I APPARENT HIGH WATER e.1{ -lam \ 8£. . R*� / . � • /�./� � U / � x MARK IN COINCIDENT WITH9� ' I'I T x \ / / ; I Q1*/2 �/ BULKHEAD, = � J / X \ `` ". . . . . . . . . . . _ .�:9.50 / .i UG ELEG °21G is . . .� 11 / / \ S .�p .� SQR 1 . 74 o �.55: i ° /�/ .1�4 SERVICE 1 �� ` p X .f - , I►I / / PR��O. L\ ),,� uI�pING x. . , I� iGE B X, I :5T HOWARD K AL�G, N.Y.5. L.S. NO. 458a3n I T ST`O x _ // ' ' 'ICI- / I 5OA 3� SF . \ TRIBUTARY 1 tt t THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 q• •• • • _ , BOUNDARY %%% t AZ DOU(5LA5 E. ADAMS, N.Y.5. P.E. NO. 806c17 ry // ICI _- - _ / FE _ 0.©� ' �� . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. . . . CS . . . . . . / �,t� \ ` No Ba ement \_ - _ - - - -- - - - _ - - ; : I �� �� � SURVEYORS CERT IFICATION TIT=IGATION n„a�nM,n I xa / \ x x TION FOR OWTS / / 4p= Z#Off 0 11E LINE ALONG s i 5 D LOGpA OWl=1� �' EDGE OF MARSH HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING _ i// X �PGoxTROL' NFL BL'X /1` ti QJ � 14 i �j OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS / I/ t X . _ \ x / 1 0 �£ / /i _ - - - - \ so l.. it ��Y�yF s M 2 MADE BY U5, AND/OR UNDER OUR DIRECTION. r �:. a O Y SYS`t 1= OM,•' / C� aQ o i x htl R OINTS . , ATHRO 1 ry m CD x • 2£ EW ALLOW I/A. 5F)'' / t �� 02� I'� ; y ' x ' t, / o J x 8 501- Y of Off , . • i,,lyl'2.0 (q) 75'1N p �/ y aZ x Iq.5O o® f0 SA AN \�� N RIM=5O N.. p X x Usor pU-NRE Ems' �I I�� 5 .. . .. . .CONNECTRO AGHING.>=IELfl x. . . . ?5p% . . 0 :,'p 5 r o t IE=10•Za LE RPL FL. 5 I :. r:'• ELE �/ i' .0 ��V� W 51 .� p,RGHI�G� TIS) 51 , . / ; 2 22 E>?G>:OF ERO o (gEE OUq oGA 33 I r x. . ' ' . . De t T NSP X .... /� m a I N oz�/ CON OL BLANKE x flO �x '• _V�I / -;`• �k V�? / Q o 7HER5 x• . O FOR / ,t q q Q p x N r ! x xM „� x N �f.zi`t.sC- �^-�_,- n _-.• / C ING FIEL1� :INL� I I' •'g . . . /�/ ,t ,(� � �, �tiL- 1,�. . . . .. .. x.. .. 9.50 X��, DEEP POOLS EL=Q.00 g 50 ^� I ; Q' �Gp��O / �x✓� o Ilu O fliA• x 7:10 ' HOWARD W. YOUNG, N.`I� t(. . . . . . . .. . . . .. . . . . (36) yINLET,. O X X IE=6. 0 INLET 950 �1 •~, / �j q.00 -, 9r�0 .• �' .'• .72.0• x tie /� q � -•. _.....-. ciN � x TRIBUTARY ', EL NEBLEND PP`V NT 1 38 / \ i so Q 1 -� x x ll -- v, BOUNDARY x \ !d l l 5T0 x / \ } S N TIDAL VEGETATION AREA V ti �. 950 T `�\ '!! E30AT 5TORAGE BU I LD I NG5 IS )+� J :'•' :. I :, o ; CID \ , • , \ / v STRON& S YAGf�T CENTER EDGE OF MARSH PROPOSED I ' ' . . 0 7 0 at Mottituck Town of Southold Ti�2 x X BOLL,q ' .' .' 60 . 7 0 1 ,; E SI '.s.00 /' . r .00 o�. / �� � " F� `\ / - Suffolk County, New York / :BB, / REVISED SITE PLAN t 11.00 9.50- . 8.00 7.10 / c x x. ` . N ,r► o 10. 1 10 �ti B8..70 - / \ 7.20 �R qy X\ / INLET MH 2.2 GRADING I$ DRAINAGE PLAN -S x. . . . T11.00 f �.� �6: '- EL=8.4o SE B9.35 1a � 0 .. . . . . . . . . . . . . ®o IE=5.40 x;:h 1000 106 06 �0 S x AGK LINE GoNc 4 60 I County Tax Map District 1000 Section 106 Block 06 Lot 13.4 Ba.ao- ' . . . .:: :' .. _off 14' `6' I MAP PREPARED JUL. 05, 2018 nOw or former 12' ' ` NN � ov 4tTw 28\ 30- - - _\ , jib. '. REVISION Record of Revisions DATE y / Russo I I Ze I Iner • . . .. . . . w or formerly °� (2) • ' • • • • •• •' of I TOS,NYSDEC NOV.20,2018 12 PROPOSED NYSDEC JAN.02,2020 ^^���I I/\` BOSCOLA RESIDENCE FEB.10,2022 / Denise Ze I Iner Joseph Seth Tusa ABO GRo LP TRIBUTARY 11 \ X, `` J �? '. o Z SANITARY&DRAINAGE JULY 61,2020 II II " Noreen Mary Tusa ROUND TANKS BOUNDARY N N \ •� \ �' o I DOCKS&SCDHS OHIWM MAR.08,20211 subdivision Map of Shore Acres " DD N o - ZU DOCKS MAR.12,2021 I N N ,,. .>• OZ MULTIPLE MAY04 2021 filed on January 3, Icii4 as Map no.41 1= subdivision Map of "Shore Acres" "' N 1 MULTIPLE OCT ,8202, p X SCDHS NOIA#3 JAN.03,2022 filed on January 3, 1114 as Map no.41 SCDHS NOIA#4 MAY 06,2022 O SCDHS NOIA#1 JUNE 05 2023 �`fl SCDHS NOIA#12 OCT 16,2023 REDUCED SCOPE JULY 17,2024 rn / z }\ FIRE ACCESS APR.08 2025 m / q 40 O 20 40 80 120 0 a JOB NO. 2017-0165 Scale: 1" = 40' E= MONUMENT SET 0= MONUMENT FOUND 0= STAKE SET e= STAKE FOUND DWG. 2017_0165_site plan-2 5 OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72DB OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTON 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 VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LLIQ. / / PROPOSED 2 \ • 1" " •. . I . / E VICE - / / o WA'1•ER-5 . . _ .\ SERVIGE . . I 400 Ostrander Avenue, Riverhead, New York I Ig01 PARKING CALCULATION zz / Z • / - tel. 631.•12'1.2303 fax. 631.727.0144 --- S-"LiIa U0o . • H�D 141Res 1 / � 0 odmin®yovngengineering.com PARKING REQUIRED BELGIAN BLOCK \ / EXISTING WATER SERVICE ': 1 • • '. - ,. .*.. N a • SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS s70NE OR TO BE ABANDONED . . . ; : I '. P�OSE / Z ~ OFFICE = 2702 5F ® I STALL/100 SF = 27 STALLS A'EwA), FENCE ' . :f-11Kt' : ' / U1 Z� Qk / � �� �����" toe, n,,, i EXISTING WELL TO BE \ : • : I . ; f -+ o O Howard W. Young, Land Surveyor MARINA = 40 BOAT SLIPS ® I STALL/BOAT SLIP = 40 STALLS �• / USED FOR IRRIGATIO I ' ' • I / O7 -' m : : I ; . : • 1 •. '•� u, y cv M Thomas C. Wolpert, Professional Engineer STORAGE = 125,545 5F ® I STALL/1,000 SF = 124 STALL5 t"` T, T° L < __ \ PURPOSES ONLY I : : : : � � Douglas E. Adams, Professional Engineer W _ R Do • ; '. I : ; • I ' • • I //� m w N DOCK g 9 I : : : ' C -n RAMP y� � / 0• \ 0 1 sj M� • • • 1 '� I : ; r F(OATING Daniel A. Weaver, Land Surveyor 22 EMPLOYEES ® I STALL/EMPLOYEE - 22 STALLS w �' ' E . . y : : 1 '. : '. TOTAL REQU I RED = 215 STALLS G v. 3 / -_-_ \ �QN� o O FR POE .1- Ik. 1 . .. . O PARKING PROVIDED . '' � \ • \ I • ; / TOTAL PROVIDED = 5'1 STALLS Ot o_ o RX : . I ' ' • \ ; \ • • I : . 11�. I q 5ANITARY DESIGN CRITERIA 4 CALCULATIONS HANDICAPPED PARKING PROVIDED = 4 STALLS S �' RgD. oo , i 11'. ; • I Io �° I 11 / I SEWAGE DESIGN CRITERIA J ONE IV - : 1 :.I: : :x1: :. : 1 : : : I ; . .. : I.. 1/ - IX I . • ' .. 1 / METHOD OD O WATER SUPPLY NDINATER TZONE -=PUBLIC I . : I : I. : ' • : : 'a , * , , C '. '. '. . // 16 ALLOWABLE SANITARY FLOW = 600 GPD/ACRE / : WELL ' : I ' NDEIZ ROUNIV'. / / q BUILDABLE LANDS = 15.5545 AG x 600 60.1 GPD/AC = q,5o1 GPD I / : : I IFROMITHI� E9CISTIN 1' 1 / J v I \UTIL,I F`i(f'OL \ PROJECT DENSITY SEWAGE FLOW BUILDING USES 4 GROS5 FLOOR AREA5 (GFA) / " N I 1• \•, •. '. - EXISTING: �' : '\ •' \ ' o �, � X RESIDENCE: = 500 GPD 1, ,� . . •, \ . '.\ '.\'ga." \ . x OFFICE: 2,702 5F ® 0.06 GPD/5F = 162 GPD EXISTING J 5�0;i v / X \/., 1 NO / / \ •• '. \ '. •, •,\ '. ; •1'• :• *1 MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD BLDG. NO. USE GFA / FRS Gl` P // \ . \ .. , \ ' - :1 I " GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/SF = lab GPD 1 I STORY I,b l o SF /\ �i / \ •• • \ I : : 1 BOAT STORAGE: 61,205 SF ® 0.04 GPD/SF = 2,445 GPD I : : : : O RESIDENCE � / - / \ : I : I : . : : t \to ° PROPOSED: 2 2 STORY 2 702 5F \ / \ / / 'I :: ' .1 ::..:I ` a T 161 BOAT STORAGE: 65,100 5F a 0.04 GPD/SF = 2,604 GPD O / / 1 ' ' : 1 ' � I \ `°' NON-STORAGE (BATHROOMS): 152 5F a O.Ob GPD/SF = q GPD OFFICE GE \ I STORY GENERAL INDUSTRIAL 4,g10 SF \L-� I . : : 1 / I:: I' 'I 1 b 20.s' � � �p DOCK O \ OL / Aso I : :: I. . I I STORY 5TORAGE 12,410 5F /. PO / o . •Xl J:.:•I.. I �oATINc � /�:; • to SHED � = TOTAL DENSITY = b,l lq GPD I STORY 5TORAGE \ / o / I : : : J: 1 O Ibq SF \ \ : ' 1: 1 : : I � ` : • I _\\ DESIGN CALCULATIONS SANITARY SYSTEM NO. I (RECENTLY REMOVED) / ,> I : L I I t' 916 I: . . . I : : ID- STORY ./ \ 1j / I : '. : : 1 . . ' ' .I �� ' �° F�03 t t 1 I\ a �? EXI5TING: 5 341 SF \ OW I : : �N GENERAL INDUSTRIAL: 4g10 SF ® 0.04 GPD/5F = Iq6 GPD O STORAGE \ �' f>O � 1 : ' ' I:I 'I 1 w , \ `� Donn rrner '/ I • I : : : : : . ::1:: :: ... ,\ BOAT STORAGE: 61,205 SF ® 0.00 GPD/SF = O GPD M �p �• � I :X : : I : f X O TORA E 10,786 5F - _ \\ 0060_ sr . . : .: I:: : . \ -U w PROPOSED: \ . !O(�_6_13 7 O/Cj'. EXISTING WELL TO 1: :: : I I :. .. I ' .//: •\ �'U m BOAT STORAGE: 62 310 SF ® 0.00 GPD/SF = O GPD I STORY � \ / . BE USED FOR I ' / . / U O STORAGE 15,076 SF __ \ \ •. \ ( I :::: I.' 4' NON-STORAGE (BATHROOMS): 152 5F ® 0.06 GPD/SF = q GPD I STORY \ \ . . . \ IRRIGATION I: :: :I :: I :::l . l \\ ui \ O$ 22 425 SF IcZ_ PURPOSES ONLY I ...;.V.::: I , \ TOTAL DESIGN FLOW = 205 GPD STORAGE •' •. J 0 \ \ - i�::�1: � ��1:�:�:•: � 1/A owns PROPOSED • . .. .. . . . . . . . . . . . ... \ _ . � __ \ I•' , • J* i /M. \i � USE GEN 5 AS MFG BY FUJIGLEAN USA 500 GAL. BLDG. NO. USE GFA '' \ '•. ''. •. ...• . -- - - .. :/ . II / A \ H LEACHING I:. . l:: :: /:. .. I STORY 9" \\ �•. ' X/: / / ` W REQ. 205 GPD / 1.5 GPD/S.F. = 137 SFSwA O 5TORAGE 62,310 SF AA \\ ... /• '� /_I. /..---' \ 40 c� \ 0 LEACHING GALLEY SIZE: •' �• '' ' •. o. o 75'W 50'L x 3.00' DEEP = 7q.5 SFSWA ' III / ti :/::.': t - a o \ _ - - - X . .. . . . / .- /�.'.../: ` ' �co-, O \ fa USE 4 GALLEY5 a 7q.5 5F5WA EA. = 518 5F5WA i . . . • / /:•:: ./� , t : I OA� ''.x \\ / • //. � ' / \\N (),� 0 x DES 1 GN CALCULATIONS SANITARY SYSTEM NO. 2 . . 1 7 . . . . . . . . . . . .. . . .. . . . / \\ \1. / // / _ ' �� ?° �p N OFFICE: 2702 SF ® 0.06 GPD/SF = 162 GPD `� - � / . /.. / ���° MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 GPD I X X'' \ - /. •/ . T10.25kt� 6 F- r / /' \ B9.75 u/- m o � FLOATING DOCK TOTAL DESIGN FLOW = 562 GPD • • . m TEST HOkLE DATA / D I/A owns 1x. k� . . �/ t\ � McDONALD 6EOSGIENGE .••'' •'. •• . OP. 51ON a� X .'/ / 3y r, = 562 GAL. a/2s118 I : \ ED6i V / . .. / '•/ ,` \ REQUIRED �0 \ x CONTROLRS)ANKI TS ' '' t o° B1 B2 1 - \ OTHE ,� :1 /'• c !ll , " t\ Q/ 3 m USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. o \\ (BY / • 'o. \. I� \ 6.90 ® o LEACHING EL=a.o o.o' EL="1.6 0.0' '� 1 : ','. I / ::d \ : 1 �0 \ 3 Li REQ. 562 GPD / 1.5 GPD/S.F. = 375 SFSWA MIXED MIXED \ x .x \ X. / ry: �/ \ �/ I SAND t SAND \ 1 • ' � 9,s �/ s 1 END STONEBLE� \ -r 4.5 W Ix 5.50L x 3 O DEEP = 7q.5 sFSWA LOAM OS' Uj X ..• %. ./ PAVEMENT QO \ ° PALE 2A' SR0LE Q \\ \ \\ ' N I«�+ :vf':r, 'Y r•,..' r`; / �" t 7.50 k \ USE 5 6ALLEY5 ® 7q.5 SFSWA EA. = 3q8 SFSWA FINE FINE 3' z \ \ -._ X _.'•• /• // j\ J� N 9 0 SAND SAND O 1L/ °;. /-•/ . /lj N `23 o NOTE (sP) lsP) -/ \ GK\ /x .;r- ',•�'•)-I � � ;r i� J!Y , 3�� z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT 6W EL i.b' 6W EL-1.2 6.4' 6' H BLA I •<•,,T•:�',:4%•": r:'. }, s : r PROPER VINY. GL . FEN1. a.' ", : �,� : ;'/ (�.' t t I s0 \ ~`_`'-. 4° o° t WATER IN \ x /.' \\' �, t'3' 3 WATER IN PALE 4F :2 : l.' :./ 4 I 4\\\ PALE BROWN r: v /// I3ROWN FINE I. o ^ d /_ 7.40 qx \ FINE SAND .I " SAND l5P) ?� `: x / 9 , / ` ENGINEER'S CERTIFICATION UG ELECTRIC 9 I : x /. ""L 9.10 aj CSC onnaaL•routt SP n X 41 l 15.0' "\ •. :,g', /' ,. .'/, . :. ? B2 SERVICE " ", , N - . ' -h ' : :' "`` : - �' �� : ..,• • '� / �� 1 2° I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE Pk_ ' • - • - \ I . I •. x • •'•' / . / 10 of _� 7.30 °° FLOATING DOCK DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME x : : \ /•' " ' ' /. ' './ /� RAMP OR UNDER MY DIRECTION. BASED UPON A GAREJ=U OROU6H 19.0' x , s�' . . .. . ; I / ' .' '/ °� \ ° STUDY OF THE SOIL, SITE AND GROUNDWATER DI�IONS,I •' x• ' - : • 1 \ � I / / •/'•' "' \$ \ ° FACILITIES, AS PROPOSED, CONFORM TO T. . U�FDLK-GO IN yy• • : ; . . ' : \ \ " . .' •'.' '/ •••'••/�'.' :/ / _ .i' so\ `�� DEPARTMENT OF HEALTH SERVICES CONS CT)61�1.;S•t',<1Nb) 5 X .. \ /.'. . .' 9 3q 1..// \! 7.10 4' \\t. �' EFFECT AS OF THIS DATE. , '.', �J'� / \ x /. /: /. 1 7.zo \ )' w / x / \ / / i APPARENT HIGH WATER o, .,.�;.. • . . . �U INCIDENT WITHY -'^\ � `'s\ �`', \ � � '• / \� MARK IN CO �ti�.�,o � X - :... _ \ . . \ ` _ _ I w 9 \ BULKHEAD 0 '' / / / / / J. \ \ 9f, " • 9 ` _ �� . / � \ 9 x � / J •// HOWARD W. ©UNG N.Y.S. L.S. NO. 458g3n '_, ;:*`, s., £" . . , . X 0 � I : `:9.50 I /. UG ELECTRIC \ x t /}11;I F` `` N>. .. ••' ' . . . . . . . . . r�. ., •. •. .• xU' I ;�0 SERVIGE THOMAS G, WOLPERT, N.Y.S. P.E. NO. 61483 • 1_ ':r // . : / \ SED '1 SaR G Nb �.s5: : : I : /. _.._ x Y' . . / PR���. .SUI�DIN `� °y\ DOUGLAS E. ADAMS N.Y.S. P.E. NO. SOSg7 R11 4 � - - / :: I �aAT. ST�J 10 SF. . . . . . . . . . . .. . .. . . . . . . . ... . . . .. . . . . . I : : : 1 � ;t' \ \ •' <- •; . . . - _- -/ �Q.pO '. \ I : Z - : '�- SURVEYOR'S CERTIFICATION C c"ry�I a .• .• 1 ,•' , . . . . . . .. . . . �?.` I '.... .. .. . .' . ..'1 FEL_ X. . . . . . . . . . . . .. . . . . �/ / k t =6' � � ,ouna-e�•nou 1 11 .••' .•' / .' / : 5 . - x : t\ lr I HEREBY CERTIFY THAT THIS MAP WAS PREPA ZING // X' X.' FOR O \\? 4 t V1i o TIE LINE ALONG I< ;� ;�/ : o Qo2 OFFICE RECORDS, AND BOUNDARY AND TOP06 P.HIGAL r5 VEY5 i . / yyTS. C .•'' .•• i .•• / SEtj LOGA gL'OWER �(� // \h 2 ��t EDGE OF MARSH MADE BY U5, AND/OR UNDER OUR DIRECTION " „_.-r_,.,•.v., ,< No -� N n / - _ So-. _ / X x NTI�I-' x �.. P \t q °2 A.' 1. �" •,...1 J �,'..,L.i :o X � / j _ - .t\ G� X. ./. \ ) -� 40 \ `J °q �� i -�, ,' - (; '. of /� - �- _ - -_ X \ N I. Nj < ` �ryQ l' NS l\\ I M J. :� :„ ��' / / fix. . .. . .. . . . . .. . . . . . . . . Y5`fE O' OOM. / ,'` \ ry y O� x �o .'F / / X NI R pL OWTS. ATHR ry<v Q �, ��_ 1 s Z� /// x . -// X 50 ���QQ' 17gEP. . .IN S (15a' °� ,1\ �O� =o A° \ . � � gi� � %' . X TSI 8 6 S / \ �� �- � � Can 1 1. f 1 D, , X ' / 1 '.(4) &• W X.L,EAGHIN 6 P,Ng p14 �9) �° 41 � ' 'I;- O / x x N _,,r a T " \ k C O L�u C r• f 92 / x . . . % PU -_ 0 00' ''Co 11 (V,� Q \ : ° ° .'d IS.�..L ".'" 7 ;31 s�` (.f O - C '� . .. . . . . x I X \ Et_EQ�V� HOWARD W. YOUNG, S. L.S. ¢O. 458g3 �� Wi.:.... v'•,i �Z. // �!. / rJ ram^ _ m fa,i`.,1. S Z• ' 510 33 1 �__ DB a a' ERO x Z F x / C D N 6 L I O / E�. L BLANKETS X I �x t.: : . . j{ V�2 3 N l X QN GZ GON XT J TH1=R5) x x ps .'N-{ pyi \8 X l X `, Q . � \ T �� . Q I,- "7T ,� "`ill •/s X : X g 50 l� / 9.' ;` o�°°���` \ : N I BOAT STORAGE �U I LTA(TUGS .. I O '` tu ti l 9.50 .. 1 , - X_ // /.7:10. \ -tv�,`� Zl. .. . . .. . . . . . . . . . 95p ;'�._ Q O� lla STRONG'S YACHT GNTR e �<•M 9. � , , / 72p �\ \ X : X at Mattituck, Town of Southold Z ? X / x' \sOs' 1 TIDAL VEGETATION AREA v Suffolk County New York S / I 111,.. r - _, 9501 < �' . /. �S \, \\\ v �[ REVISED SITE PLAN I- �'_'� ::; -'A `' v UTILITY PLAN �� �1 1` A��/ EDGE OF MARSH i`, PROPOSED I • . . /. ^I 7 0 'ry \ oP�`" / 1000 106 O6 10 0�1 / ZI , , ' h X X I '.9.00 3 / t .00 �z 106 Block O6 Lot 13.4 X o wt. \, 4 \ `� County Tax Map District IOOO Section � O \ �1 9.50- T1 /. B8. 7.10 c {\\os. -7.20 X c O -S t..0fl_ . - . x 6_ 8.00 ��l \! 0 `, :c0 MAP PREPARED JUL. 03,`�' 2018 2 �" �' � • ".: - - � -- • , . - - . - . o t . �o � `, oR \\ < Record of Revisions ' i x . , o 7.20 sqy REVISION DATE 0 10. 1\ . 88.70 .';X x � x' ' ' '' ' T11.00 / ; ,`p. 16 $ '•. 7- TOS,NYSDEC NOV.20 2018 o2,2020 SETBACK B9.35 ' 1$ �1`00 GONG . . . . . . . .. . . : ' ' V- .. LINE _ _ X ' BOSCOLA RESIDENCE FEB a0 2020 �' SANITARY&DRAINAGE JULY 01 2020 .B8.80- _ ��� -per SCDHS NOIA#2 DEC 15 2020 I Al�1 6' ` _ x ° DOCKS&HWM MAR.08 2021 S r-74lL. .'.'' . : _ . 4 ,�6• : I . . . . . •• DOCKS MAR 12,2021 : 12' • 14 N ry 28 - \ '' �' : ► MULTIPLE MAY 04 2021 ,2.' � now or formerly 30- - 1 , MULTIPLE OCT. JAN 03,2021 N ....\'.'. ...• ''•.� X . •, .. SCDHS NO JAN 03.2022 now or former) (2� \'•, •, X �° SCDHSNOIA#4 MAY06 2022 / Russell Ze l finer �/ • . . . . . . 12 y PROPOgED ��jj q /L "'111 ,Joseph Seth Tusa $ 2K GALLO )I \ a ' 7 / 'Z , SCD zR MAI #9 JUNE 05 20Uzi 23 / Denise Zeliner A Noreen Mar Tusa A�VEG DUND • \ x x' \� �-�, '. ° Z I SCDHSNOIA#12 OCT.16,2023 y R TANKS I Lo eh cl \ REDUCED SCOPE JULY 17 2024 N subdivision Map of "Shore Acres" O N N C4 N � TD . , � FIRE ACCESS APR 08,2025 00 / -?I-filed on January 5, IcI14 as Map no.41 �-- subdivision Map of "Shore Acres" "' - 1 P w filed on January 3, IcI 14 as Map no.41 . '. 40 0 20 40 50 120 0 7 ! JOB No. 2017-0165 Scale: I" = 40' EI = MONUMENT 5ET 0= MONUMENT FOUND ,&-STAKE 5ET A= STAKE FOUND / \ DWG. 2017_0165_site plan-2 4 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTON OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE DATA PARK I NG TCA�LCULA�TI ON BUILDING USES 4 GROSS FLOOR AREAS (GFA) NOTES FOR I WOONALD&EOSGIENGE PARKING REQUIRED EXISTING ABANDONMENT OF SANITARY STRUCTURES q/25/18 400 Ostrander Avenue, Riverhead, New York II101 N 0 SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS / 61 B2 BLDG. NO. USE GFA ABANDONMENT IN-PLACE tel. 631.127.2303 fax. 631.127.0144 /J/ OFFICE = 2,'102 SF a I STALL/100 SF = 2-f STALLS odmin®youngengineering.r-om •+C EL•q.o o.o' EL■'7b o.o' I STORY EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL _ . MIXED MIXED MARINA = 40 BOAT SLIPS @ 15TALL/BOAT SLIP = 4� STALLS O RESIDENCE I,610 5F RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, REMOVING h v/ LOA LOAM a STORAGE = 125,548 5F a 15TALL/1,o00 5F = 124 STALLS 2 STORY THE TOP OF THE 5TRUGTURE(5), BAGKFILLING WITH SUITABLE SAND AND 4imq ���4�� }(,•� os' O2 20' OFFIC 2,102 5F GRAVEL MATERIAL, AND PROPERLY COMPACTING. PALE PALE 22 EMPLOYEES ® 1 5TALL/EMPLOYEE = 22 STALLS E 3 BROM BROWN 3 I STORY GENERAL INDUSTRIAL 4,g w W 10 SF ABANDONMENT BY REMOVAL Hoard . Young, Land Surveyor S o/ FINE FINE TOTAL REQUIRED = 215 STALLS O I STORY STORAGE 12,410 5F EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL Thomas G. Wolpert, Professional Engineer SAND SAND RESIDUAL SEWAGE WASTES BY A LICENSED HAULER REMOVING THE PARKIN Douglas E. Adams, Professional En ineer (SP) (5P) 1 STORY STORA GE PARKING PROVIDED g d O Ibq 5F ENTIRE STRUGTURE(S), BAGKFILLING WITH SUITABLE SAND AND GRAVEL Daniel A. Weaver, Land Surveyor L, Y bw EL■I.4 Rb' 6w EL=1.2 6A TOTAL PROVIDED = 5-7 STALLS RECENTLY REMOVED) MATERIAL AND PROPERLY COMPACTING. O I STORY WER r.. AT IN PALE HANDICAPPEDHANDICAPPED PARKING 341 SF PROVIDED = 4 STALLS STORAGE ABANDONMENT OF SEWER PIPING • PALE BROWN BROWN FINE I STORY THE ASSOCIATED SEWER PIPING SHALL BE GUT AND GAPPED AS A \ FINE SAND 6 STORAGE MEANS SF MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED '\ SAND (SP) FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION S \ (9P) Is.o' O 5TORA E 15,016 SF 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. SANITARY DESIGN CRITERIA 4 CALCULATIONS \ I STORY CERTIFICATION REQUIRED I i.a O STORAGE 22,425 SF THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER SEWAGE DESIGN CRITERIA •\ IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A GROUNDWATER MANAGEMENT ZONE = ZONE IV \ PROPOSED LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR METHOD CIF WATER SUPPLY = PUBLIC •\ BLDG. NO. USE GFA PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE ALLOWABLE SANITARY FLOW = 600 GPD/ACRE i' APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD AL50 BUILDABLE LANDS = 15.8545 AG x 600 GPD/AG = ,501 P •\•\ _''_•�,� O STOTRAGE q GD 62,310 5F BE CONTACTED. •� •� PROJECT DENSITY SEWAGE FLOW 0 oO EXISTING: • RE51DENGE: = 500 GPD •�' - �' OFFICE: 2,102 SF ® 0.06 GPD/SF = 162 GPD • L 1ST OF ON-51 TE 5T0RA(5F_ TANK5 MARINA- 40 BOAT SLIPS a 10 GPD/BOAT SLIP = 400 GPD ' GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 6PD/5F = Iqb 61"D . BOAT STORAGE: 61,205 5F a 0.04 GPD/5F = 2,448 61"D TANK # SIZE (GAL) CONTENT TYPE PROPOSED: BOAT STORAGE: 65,100 5F a 0.04 GPD/5F = 2,604 GPD G 2000 GASOLINE AST OUTSIDE NON-STORAGE (BATHROOMS): 152 5F a 0.06 GPD/SF = Cl GPD now or formerly �•� � c� o 7 5000 DIESEL AST OUTSIDE TOTAL DENSITY = b,llq GPD \ \\ North Fork spy, p 8 2-15 #2 FUEL OIL AST INSIDE DESIGN CALCULATIONS SANITARY SYSTEM NO. I \ \ Project LLG /� p 'y 9 275 2 FUEL OIL AST INSIDE ,\ '� EXISTING: \ \ \ •� �� 10 275 #2 FUEL OIL AST INSIDE GENERAL INDUSTRIAL: 4,1110 5F a 0.04 GPD/5F = ICIb GPD \\ \ \ BOAT STORAGE: 61,205 5F ® 0.00 GPD/5F = O GPD ° Ito : TANK NUMBERS SHOWN AS ASSIGNED BY SCDHS OFFICE PROPOSEQ \ - - -- - - zo °°` \ OF POLLUTION CONTROL B G G OAT 5TORA&E: 62,510 5F a 0.00 PD/SF = O PD tioo�,d NON-STORAGE (BATHROOMS): 152 5F a 0.06 GPD/5F = 41 GPD TOTAL DESIGN FLOW = 205 GPD 'NOW 'ON00 '� ` PROPOSED I/A OINTS ONnOJ EQUIRED \ .p - -- - - - - --- - - - 2\ \ \ Goo •\ y-�o METER PIT USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 6AL. 0 PROPOSED 10" � � � LEACHING \ . �, Q �, YS 0„ 'P S� WATER SERVICE GE REG. 205 GPD / 1.5 GPD/S.F. = 15-T 51`5WA oti O O �j�Td LEACHING GALLEY SIZE: NOTE: ALL CONDUITS BETWEEN PANEL AND aA a C. ^ PROPOSED 2 4.15 W x 8.50 L x 5.00 DEEP = '7q.5 5F511`4A TREATMENT TANK MUST BE SEALED TO PREVENT glc�loh WATER SERVICE USE 4 GALLEYS ® '1q.5 5F5WA EA. = 318 SFSWA 6A5 LEAKAGE INTO PANEL. / \ ebn0o \ o`s S FOR WIFI COMMUNICATION DEVICE; \ �Q oDOM / so~y \ '�� DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 USE ALARM/CONTROL PANEL MDL#1045040 / rhk?,�� WOOD D�K ROPO5ED C EXI5TIN6: CONTROLLER "0" MFG BY SJE RHOMBUS / \ oNC. 101, RPZ 4 PROPOSED OFFICE: 2102 SF ® 0.06 GPD/SF = 162 GPD METER / / >ryd FQ�° wb0p w L� STEPS�'� 2" RPZ IN a .� ELECTRIC CONDUIT MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD ALARM/CONTROL 0S - a •� POWER FEEDER PANEL MDL#1041a'12 INGOMIN6 SERVICE `"o/ \ �d� CVO Z Q HEATED .0 TOTAL DESIGN FLOW = 562 GPD CONTROLLER "A" / / �b''�va0 1) o w Q ENCLOSURE ,ho ry��6 a a MFG BY SJE RHOMBUS \ �ldsy CV o `a' o h r .t o I/A OATS A Q a ti FRAME PROPOSED DEDICATED / a �* o m / ~ GARAG �� REQUIRED = 562 GAL. CONTROL PANEL MOUNTED 15 AMP BREAKER / 9Z o ?4. • �., •' /.'' N 4 x4 PRESSURE 2 . £ �' s OVERHEAD w s �N �, i.• • x / ; m 2 BLOW-OFF USE GEN-"i AS MFG BY FUJIGLEAN USA = "100 GAL. TREATED WOOD POSTS / ra \ �°�° .'. . . . . . ._ Y 'C, g� x EXISTING WELL TO 120V AG 10 6OHZ 15 AMP POWER SUPPLY o o N y v a k \'�iod :' - • • o I z LEACHING IIp2 03l 3P OJaa �' yc . MAIN #12 2 AWG WITH GND IN I PVG CONDUIT / \ � � 3 �' F �o � 7.'�•�.'�•:�. • • '.'.' '.' '.' � .• o m / zcwD BE ABANDONED REQ. 562 6PD / 1.5 GPD/S.F. = 3"I5 SFSWA o c / - � `� �� �'•• •••• �•:: " u� LEACHING GALLEY SIZE: INSULATED SERVICE \ o°� tis ��a . . I / ' ' ' I 4.15'W x 8.50'L x 5.00' DEEP - "75.5 5F5WA / vow � ' ' • �'.'. �Nb1 . \ . . z AIR WEATHER PANEL \ ti 30 4 X. /•. :•'/.'.'.': )3 0 . � r TE z / °°� G'y�' s2 = XISt1.N y _ 61 USE 5 GALLEYS a '7a.5 SFSWA EA. = 3q8 SF5WA BLOWER RESISTANT \ / �o 1 17ia� LL M BLOWER so- S 'KIT a � i � WELL ' ENCLOSURE \ / t ,o.os'k i i I HARDWIRE / \ SYSTE'M'.TO BE. E z� 10' - PROPOSED NOTE q8 " _ THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT I \ / /' it 10 0 �E WATER SERVICE � AEM . VIED FIN. GRADE / 'i i ?0' ,$ �, PROPERTY. ELECTRIC SUPPLY \ F�Vic•e�° O\�\ j'� ..•' j�' .'..' •'/ .', \ I o ?4.02'y ' TO BLOWER _ / / /.' a O r✓- 5T / kk'' Xi5T1NG L 5w LATERAZ. -TO•BE ' \ \TO FUJIGLEAN GROUND SJE RHOMBUS AIR BLOWER �' /ABAN]70NED / .' � ^ c II NEW w OWT5 SPLICE BOX CONTROL l /. / / �' IN eNER HANDICAPED I ENGINEERS CERTIFICATION AIR LINE TO PANEL jr. •;.' '•' •' - , t/s �44 � II I � n LEGTRIGAL SUPPLY FUJIGLEAN OWTS970 9 PARKING" / / / % ". i (4 9/ TR/q� ) J T, :_ SIGNS / a �J / / •••/...•.. •.../,..•:..••/.•...: . . . . . . . t G sf) °' I�,,�I � RAMP o� I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE CONTROL PANEL SLOWER ELECTRICAL ONE-LINE DIArGRA�M / /• :• '. . '. %.' - _ �� \ o . \ N DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DE Y-ME SCALE: TUTS / •/.• •' . / / _ NEW t w X / t i i, OR UNDER MY DIRECTION. BASED UPON A GA L AND P�H UGH z 3 �� w STUDY OF THE SOIL, SITE AND GROUNDWATE CONLVIT40NS,.RLL /.'•;•'• / .''.'. 4 HANDICAPED 0' fQ ?�33, ?� L w \ • •: •%. j • . s PARKING" II Z Y FACILITIES AS PROPOSED CONFORM TOT SUI-FOLk"t.OU L F Jtn / a2 j •. j . .• . j i� 43 4 t ti 1 Q; SIGNS 1 !d r f f ° ,, s, U `� DEPARTMENT OF HEALTH SERVICES CONS GT)Oht:STANDA I GP f 2 STORY / o cD EFFECT AS OF THIS DATE. X !� WELL �'r�`�- f FRAME Q 1 / l�� Fx/S 4 4 1O BUILDIN t. 9.0' m 1'{% r o a / /. �•. / l /73 T/JAG \ '�i ��a M t (no bsm ) f $ ,� f_g S �l II o / t. v / ` 1 � 5T 40,5' 3 ,,..p+oo .dry n i Q U /.' 'i 1 R NEW a `�� v i T YJ � KING" �� <' J s�c ` ..• / t t t ME CRY o J <w CO No AR o ? J ga HOWARD W. Y LING N.Y.S. L. . NO. 458a3n -' O 0 �/ T o �- SIG THOMAS 0.. WOLPERT, N.Y.S. P.E. NO. 61483 I '% o �• :I.•: : x �0/ h l IL\ I ELEC �- \L :' `1M (No &S � ~\W / NEW x DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSa7 "NO PARKING" j CONFORSIGN o FINISHED GRADE AT TOP OF WALL e� EXISTING SANITARY : I : I I ,� 3 SIGN / UFO cK SHALL BE DESIGNED FOR PROPER --='y / / SYSTEM TO REMAIN / 1 DRAINAGE TO PREVENT PONDING. �,\'. , .',\ i STO \t TRACK EXISTING 8" LOW PERMEABLE 501E (SCDHS REF# Ii-SO-CIO) \ \ . :.. \. .'•1\ \I ` Tt2.0 (12410 �9?t / _u 2 STORY SURVEYOR'S CERTIFICATION \ }01 610.0 f) Te OFFICE BUILDING I HEREBY CERTIFY THAT THIS MAP WA5 PREPA IN6 ;� 9.55 1 II' / I OFFICE RECORDS, AND BOUNDARY AND TOPO Pf#fi✓?�L-5 5 N ,��• �:. 4 GFA=2,•102 SF (DRY) e t 740s of / PRO 05ED 9.30 FIRE INE MADE BY U5, AND/ DE OUR DIRECTION OR UNDER y^ / :•�'\• a VENT �N / I PROPOSED E-ONE s.2o ti �PROPO ED m CONTROL PANEL ,�F' ,2 C� 'v�'• �':� � i X GI .ITV'RE- •A NI �• LL �`�ii 9.4o �`� i s.ao ry �I / FORGE AIN ® c� ��`�„_- )0; :' �, �NQT:_RE. I N I t�G'S 1 Tfi�i Y t \ \ �.. s BLOCKS A5 MFG. BY I ,' .:.`` / / ,; a / II PROPOSED E-ONE _ 4i^ 'I REGON WALL 5YSTEMS / 2 / EXISTING �'' ::.� �.. �, g �m I DUPLEX PUMP STATION _ 1 z STORY o t ' $�' WATER' S RV I GE • t t.�....} .. dj , I5TORY \ • .;•.'•:••. •'•T1.8.� /o� OR APPROVED EQUAL ;r-•'��-�� o �• . .•• • . gel / 2e 3' \ .,:..' •:• ' • • ''• BUILDING 3 r „ FRAME HOUSE 0010 �B10.5 . a` 1 w i��i dE-4�i1 t r w_ r' ' '' w o2 , ,, , DB. e 3 �..# ; w o / I IO 5F ' . \ Z " ` ; Q ' / `�" / G o' / NEW SANITARY 5YS'TEM N0 2 z LAG.\ O S. N HOWARD W. YOUNG, 5. L.S. 45843 Q w •; r ' '-�c Q 700 GALLON I/A 5 �N ocK r 5T I I L '' � O g. . . Zx . o I FLOATING D / / M,j �� r (5) 4.75 N x 5 50 L x 5.00 D P \'\o...'. ._ .:•. ::• \. . ' 31 .. o ' w 11.8' "•. . c �.,:. , t r, LEACHING GALLEYS s pis.Q z W� ' 503b FUTURE EXPANSION \ T120 a�nl w • e 17 WELL •�'� 11 0 /t t i e f f f/� s a BOAT 5TORA�CGE BUILDINGS MIN. 12 DRAINAGE ZONE / PROPOSED LOCATION \ 61Q b 5 ' • -�- o \ \•' \ '. . . I f f f>,f fso.,' F'�� STRONG 5 Y,�GT CENTER �. . .•;.: ' (s/4 CRUSHED STONE) FOR OWTS CONTROL '. '.' \ ' '• \ \11 / / 9 x I1 DRAIN / GRAVEt DRAY 243 °p� \ PANEL BLOWER ',\ ' \ . . V. 1 I m o at Mattituck, Town of Southold E (6° MINA / v� W. V. \ QS�D I f Suffolk County New York PROPOSED 2" 1 2 AA7' 1 . . . / / / o wA-rER-sE13viGE 1 REVISED SITE PLAN \ �ER1fIG '. . ' / UTILITY PLAN UNREINFORCED CONCRETE OR zz a _ I • N CRUSHED STONE LEVELING PAD oo / OI �H\ I m 2 II WIRES • I (b MIN. THICKNESS) X. ; • I X BELGM BLOCK q sra �XISTING WATER SERVICE : I : . I-=. /j/ o r 1000 106 O6 10 o COMPACTED 5UB-BASE oNE DR / TO BE ABANDONED . • . • . . J N Z� = County Tax Map District 1000 Section 106 Block Ob Lot 15.4 n'rw FENCE I P05 117'. f a 2 \ EXISTING WELL TO BE . 1 FI LIN '. / ,.4 o m o </ MAP PREPARED Record of Revisions JUL. 05, 2018 GRAtVITY RETAINING WALL o 20, USED FOR IRRIGATIO /t v F \ 1 1 / O -I -t o; REVISION DATE 2 \ \ \ / PURPOSES ONLY ADD TANK INFO APR.08,2019 NYSDEC O \ 0 1 S�� N I I I I f 11 RAMP B DOCK2,2020 FLOATING BOSCOLA RESIDENCE FEB.�0 2020 CDFRPN` a"? : x C1 ~ SANITARY&DRAINAGE JULY01 2020 • '. GPRPGE 1 SCDHS NOIA#2 DEC.15 2020 \ •' 1 I a _ DOCKS&HWM MAR.08 2021 DOCKS MAR 12 2021 \ I\ MULTIPLE MAY 04 2021 MULTIPLE OCT.18 2021 \ X I : \ 1 •• •. .•111 / "?� w SCDHS NOIA#3 JAN 03,2022 \ CNR9 I '1' 1 : I I x �n SCDHS NOIA#9 JUNE 05 2023 ga WATER MAIN/SERVICES JULY 11 2023 I Op I o I • '. '• / SCDHS NOIA#12 OCT 16,2023 4 U .� '. 1 '. : '• : l REDUCED SCOPE JULY 17 2024 I :I: x FIRE ACCESS APR.08,2025 V) X IX : 1'• I , I I f TRIC o I WELL I 5E1 VICE( )10-B I so.,' 40 O 20 40 80 120 UNL?ER ROUN I I IFROMIT'H1.5 rkIST7Nq Scale: I" = 40' t�oL1= JOB NO. 20l"I-0165 DWG. 201"I_0165_site plon_2 5 OF 13 i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITJTIONS OR SUBSEQUENT OWNERS, (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 24" (TYP•) 400 Ostrander Avenue, Riverhead, New York II4101 FUJICLEAN CEN-5 I/A OY4TS NOTES TRAFFIC BEARING SLAB PROVIDE CLEANOUT tel. 631.727.2303 fax. 651.127.0144 I. THE DESIGN ENGINEER, FUJIGLEAN USA (SEE DETAIL THIS SHEET) @ FACE OF BUILDING admin@youngengineering.com REPRESENTATIVE, AND SCDH5 REPRESENTATIVES _ r „ate, ..-; . ,. r•�• -: :. SHALL OBSERVE THE INSTALLATION OF THE OWT5 11'-0" 5'0" 5'0" RISERS&COVERS WITHNEW 1 STORY BOAT _ t LEACHIN& SYSTEM. IR TO BAGKFILLPPROVAL FROM ALL TRAFFIC BEARING SLAB 4 DUCTILE IRO @ .000°/D HEAVY DUTY& 4 DUCTILE 1.0 O IRON SAFETY LIDS 4"DUCTILE IRON STORAGE BUILDING fly AND N 1 t t "$ HEAVY DUTY& MFG BY OF T T OR �- 1 I [ ( #. LOCKING CASTING LOCKING CASTING APPROVED EQUAL FFEL-10.00 N AIR LINE TO Howard W. Young, Land Surveyor `"" �` '' ° - 2. THE SYSTEM START UP WILL BE COMPLETED TO GRADE BLOWER I= r k ( FIN.GRADE TO GRADE TRAFFIC BEARING SLAB RIM=9.4 Thomas G. Wolpert, Professional Engineer r-., _, < _ ,, ��. .e ,° „�, UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN RIM=9.2 Douglas E. Adams, Professional Engineer RIM=9.2 , Daniel A. Weaver, Land Surveyor '' I USA REPRESENTATIVE. t 3. AN EXECUTED OPERATION AND MAINTENANCE - •-•••_---- �__ _J CONTRACT BETWEEN THE MAINTENANCE PROVIDER jr=Y _AIR LINE--AND PROPERTY OWNER MUST BE SUBMITTED TO THE7 IE=7.50IE-7.60 SUFFOLK COUNTY DEPARTMENT OF HEALTH IE=7.07 IE=7.18 IE=7.28 IE=7.33 �✓ VENT_ q 6.5O'Lx4.75'Wx3.0 HOLE5ERVIGE5 (SGDHS) PRIOR TO APPROVAL OF THE I/A ° OWTS REGISTRATION BY THE SGDHS IN " LEACHING GALL 4 0„ CSANITARY DESIGN CRITERIA 4 CALCULATIONSACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK SEE DETAIL FORCOUNTY SANITARY CODE. BOT=4.40 CONCRETE DISTRIBUTION MANHOLE OWTS COMPONENTS . . .,. .w. �_ l SEWAGE DESIGN CRITERIA I a ,, 1' ( TOTAL OF (4) 6ALLEY5 sib 5F5WA PROVIDE END CAP LEVELING DEVICE I' t t q z_ GROUNDWATER MANAGEMENT ZONE = ZONE IV • •.�> �, d ."• -`. MDL#SL 4 MFG BY TUF-TITE OR APPROVED 1 o i I Co EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.83 METHOD OF WATER SUPPLY = PUBLIC f_= a =: I HIGHEST EXPECTED HIGHEST EXPECTED ALLOWABLE SANITARY FLOW = 600 GPD/ACRE t 1 w= w r GROUND WATER EL=1.40 GROUNDWATER EL=1.40 BUILDABLE LANDS = 15.8345 AG x 600 GPD/AG = C1,501 GPD � , a - 500 GAL. I/A OWTS PROJECT DENSITY SEWAGE FLOW 1 1 ; MOIL. GEN-5 MFG. BY FUJIGLEAN USA EXISTING: RE51DENCE: 500 GPD OFFICE: 2,702 SF @ 0.06 GPD/SF = 162 GPD #4 BARS (TOP) AND #6 BARS (BOTTOM) HYDRAULIC PROFILE SANITARY SYSTEM NO.I MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD !Iennp*-gonn, 5ENF 133" SCALE: I"=4' BOAT ST0IRAGE: 661 ,205 SF @ 0.04 GPD/5 D/SF = 2,448 GPD PROPOSED: BOAT STORAGE: 65,100 SF @ 0.04 GPD/5F = 2b04 GPD TR,4FF I G BEARING SLAB (H20 LOADING NON-STORAGE (BATHROOMS): 152 SF @ 0.06 GPD/SF = q GPD 4 TYPICAL RE I NFORG I NG FOR ACCESS HOLES SCALE: NTS TOT DENSITY = b,llq GPD 11' 5'-3" 5'-0" TRAFFIC BEARING SLAB 10' 4"PVC @ 1.000% 4"PVC @ 1.000°iD 4"PVC @ 2.000% 4"PVC @ 2.000%iD DESIGN CALCULATIONS SANITARY SYSTEM NO. I RISERS&COVERS WITH HEAVY DUTY& #4 BARS ® 12" EACH WAY +T LOCKING CASTING EXISTING EXISTING: 0 HEAVY DUTY& SAFETY LIDS AIR LINE TO TRAFFIC LOCKING CASTING MFG BY TUF-TITE OR BLOWER TO GRADE 2 STORY GENERAL INDUSTRIAL: 4,a10 SF @ 0.04 GPD/SF = 146 GPD TRAFFIC BEARING SLAB HEAVY DUTY& BEARING SLAB RIM=10.8 FRAME iN LOCKING CASTING TO GRADE FIN.GRADE APPROVED EQUAL BUILDING BOAT STORAGE: 61205 SF @ 0.00 GPD/SF = O GPD ........ .: :«:, �. � s....,� FIN.GRADE TO GRADE RIM=10.0 RIM=10.0 - PROPOSED: _. FFEL-9.6 RIM=9.4 BOAT 5TORA&E: 62,510 5F @ 0.00 GPD/SF = O GPD HEAVY DUTY& NON-STORAGE (BATHROOMS): 152 SF @ 0.06 GPD/5F = CI GPD #s BARS ® s" EACH WAY -•. I IE=8.60 LOCKI GRADE NG ING TOTAL DESIGN FLOW = 205 GPD TRAFFIC BEARING SLAB SECTION --AI�RL I --- RIM=6.9 I/A OWTS 3" VENT IE=7.50 IE=7.60 REQUIRED = 205 GAL. SCALE: NTS IE=7.07 IE=7.18 IE-7.28 IE=7.33 HOLE '" USE GEN-5 A5 MFG BY FUJIGLEAN USA = 500 GAL. 0 8.5O'Lx4.'15'Wx3.00'D Co LEACHING GALLEY 4`0„ LEACHING 4'-0" SEE DETAIL FOR CONCRETE MA HOLE ? REG. 205 GPD / 1.5 GPD/S.F. = 13-1 SFSWA G.I. FRAME 4 COVER- GAMPBELL BOT=4.40 - - - CONCRETE P15TRI13UTION MANHOLE OWT5 COMPONENTS LEACHING GALLEY 51ZE: FOUNDRY PATTERN NO. 1007C, OR PROVIDE BAFFLING AS TOTAL OF (5) GALLEYS 3�i8 SFSWA PROVIDE END CAP LEVELING DEVICE DIRECTED BY ENGINEER 4.75'W x 8.50'L x 3.00' DEEP = 7a.5 SFSWA APPROVED EQUAL. o z MDL#SL-4 MFG BY TUF-TITE OR APPROVED "' ti EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.42 AND/OR REQUIRED BY SCDHS USE 4 &ALLEYS @ 7a.5 SFSWA EA. = 518 5F5WA HIGHEST EXPECTED HIGHEST EXPECTED Co IE=0.52 IE=0.72 ASPHALT PAVEMENT GROUND WATER EL=1.40 GROUND WATER EL=1.40 DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 134't OF 1.25"DIA. EXISTING: 700 GAL. I/A OWTS HDPE DR9 FORCE MAIN MDL. GEN-7 MFG. BY FUJIGLEAN USA OFFICE: 2,702 SF @ 0.06 GPD/5F = 162 GPD MARINA: 40 BOAT SLIPS @ 10 &PD/BOAT SLIP = 400 GPD PROVIDE F BUILDING TOTAL DESIGN FLOW = 562 GPD PRECAST CO NO. GO • ;, 24„ � a � BOT=-2.60 @FACE OF BUILDING •• N 5'-0" I/A OWTS HYDRAULIC PROFILE SANITARY SYSTEM N0.2 E-ONE PUMP STATION REQUIRED = 562 GAL. w b" GLEAN SAND B GRAVEL owtq-0l-amm, �� WITH CONCRETE MANHOLE USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. SCALE: I =4 LEACHING > STOPPER OR END PLUG REG. 562 GPD / 1.5 GPD/S.F. = 575 SF5WA LEACHING GALLEY SIZE: `�-SEWER PIPE 4.75'W x 8.50'L x 5.00' DEEP = 7cl.5 SFSWA USE 5 GALLEYS @ 79.5 SFSWA EA. = 3a8 SFSWA 500 ELBOW EL=8.1 FIN. GRADE z EL=a.7 FIN. GRADE BUOYANCY CALCULATIONS THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT PROPERTY. 4" DUCTILE IRON MATERIALS 4 JOINTS EQUIVALENT TO WATER MAIN PUMP STATION 600 WYE U0 WATER SERVICE SANITARY SEWER LINE STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BAGKFILLING ONE (1) 5 DIA. x 8 DEEP PRECAST 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 IO' MINIMUM SEWER LINE JOINTS SHALL APPROX. 15,500 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. anngn4ronn, TYPICAL CLEANOUT DETAIL BOT OF PIPE=3.1 FROM POINT OF GROSSING BOT OF PIPE=B.s BE 10' MINIMUM FROM POINT OF GROSSING THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 4.00' • 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE FOR AREAS SUBJECT TO VEHICULAR TRAFFIC z MATERIALS 4 JOINTS EQUIVALENT TO WATER MAIN (1.40 MINUS -2.60). DISPOSAL 5YSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 1.25" HDPE DR11 � STANDARDS OF CONSTRUCTION AND PRESSURE TESTED N OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH SANITARY SEWER FORGE MAIN ; TO ASSURE WATER TIGHTNESS PRIOR TO BAGKFILLING IS" DRAINAGE PIPE THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 00 TOP OF PIPE=7.5 SUBMERGED DEPTH (51.6 5F)(4.0) = 126.4 OF. FACILITIES, AS PROPOSED, CONFORM TO THE SUF OL OUNTY TOP OF PIPE=1.6 DEPARTMENT OF HEALTH SERVICES GON5TRUGT STAND 5 IN C-M- R� EFFECT A5 OF THIS DATE. FE I THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE / . 0 Ill W = 126.4 OF x 62.4 LBS. PER OF = 7,887 LBS.10'-0"" 10"-0" 101-0" 10"-011 APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON 1 - UL FgClean FgClean U -- l .., MIN. MIN. T.manTeleanu$e.... Imo- MIN. MIN. -� THE PARTIALLY SUBMERGED STRUCTURE 151,851 x 1.5 = 11831 LBS. Tlmanl Clan 1Kvtrr... CEN-5 JOINT JOINT CEN-7 JOINT JOINT THE DOWNWARD FORGE OF 15,800 LBS. EXCEEDS THE UPWARD FORGE (INCLUDING Structural DrawingStructural DrawingSAFETY FACTOR OF 1.5) OF 11,851 LBS. AND, THEREFORE, BUOYANCY 15 NOT A �J a CONCERN. HOWARD W. N6, DATE: 07/01/2014 SCALE: 1/2"=I° DAFE: 07/01/2014 SCALE: 1/2"=1" N.Y.S. L.S. NO. 458a3n .. .,,�_ .,•,, 1NATER SERV I GE/SEYS ER (FORGE MAIN) GROSSING DETAIL SERER L I NE/DRA I NAGE PIPE GROSSING DETAIL THOMAS C. WOLPERT, N.Y.S. P.E.In NO. 61483 NTS NTS DOU6LA5 E. ADAMS, N.Y.5. P.E. NO. 808�i7 s -1/2' VENTILATION PIPE POURED CONCRETE INVERT SURVEYOR'S CERTIFICATION a B CHAMBER Volume al onna Ionn, a SCUM BAFFLE (gal) i -2 Q Sedimentation Chamber 397 ACCESS STEPS I HEREBY CERTIFY THAT THIS MAP WAS PREP UTI & -11 -8�' -1 Q2 Anaerobic Filtration Chamber 396 OFFICE RI=CORDS AND BOUNDARY AND TOP0 RAPHICAL., UR 5 Q Aerobic Contact Filtration Chamber 181 MADE BY U5, AND/OR UNDER OUR DIREGTIO `+' ® Storage Chamber 90 -1/2' VENTILATION PIPE ECIRCULATION o CHAMBER Volume(gal) Disinfection Chamber 6 1 SCUM BAFFLE B � AIR LIFT PUMP © , S Q Sedimentation Chamber 277 0 ,-DISINFECTION Total Volume 1069 -10 (2 Anaerobic Filtration Chamber 278 CYLINDER (OPTIONAL) Aerobic Contact Filtration Chamber 127 a 4 Storage Chamber 63 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS ACCESS OPENING ECIRCULATION 'f AIR LIFT PUMP 4 Anaerobic Media PP/PE Filling Rate 32% �-- Q Disinfection Chamber 4 A p A O DISINFECTION 4'-8 ' )! Board Type Aerobic Media PVC/PP/PE Filling Rate 17% FINISHED GRADE ( ° 3 Total Volume 7A CYLINDER (OPTIONAL) Q Aerobic Media PP/PE Filling Rate 55% HOWARD IN, YOUNG, N. . L.S. N . 458ci3 o G.1. FRAME 8 COVER- GAMPBELL 4' INLET PI OUTLET PIPE Blower 2.8 cfm FOUNDRY PAT. NO. 1007G, OR EQUAL. 42 ADJUST TO GRADE WITH RED SPECIFICATIONS a -'--EFFLUENT Tank FRP BRICK 8 MORTAR (MIN. OF TWO !A Anaerobic Media PP/PE Filling Rate 32% INLET BAFFL O AIR LIFT PUMP piping PVC/PP/PE COURSES 8 MAX. OF 151) 4'-0 © 4 Board Type Aerobic Media PVC/PP/PE Filling Rate 16°/Q �3 Access Covers Plastic/Cast Iron #4 BARS @ 8" Aerobic Media PP/PE Filling Rate 57% Ql Disinfectant(Optional) Chlorine Tablets PRECAST ry Blower 2.8 cfm TOP SECTION a O.G.E.W. BOTTOM BOAT 5TORAGE BU I LD I NG5 2 FFLUENT Tank FRP IR INTAKE 24" INLET BAFF a �- O AIR LIFT PUMP Piping PVC/PP/PE RECIRCULATION PIPE LOW BAFFLE - I GIRGUMFERENTIAL REINFORCEMENT SO�G�5 YACHT CENTER FLOW OPENING (TYP, (CLEANING OPENING) B w 5" 0.12 SQ.IN./FT. OF HEIGHT Access Covers Plastic/Cast Iron of Disinfectant(Optional) Chlorine Tablets PLAN VIEW PRECAST L` Cit Mottituek, Town of Southold E RECIRCULATION PIPE LOW BAFFLE Jj /2' AIR INTAKE RISER w SEALING Suffolk County, New York 12 FLOW OPENING (TYP, (CLEANING OPENING) B > MANHOLE RUBBER PLAN VIEW -DISINFECTION 4' MANHOLE STEP REVISED SITE PLAN n 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) WATER SAN I TARRY DETAILS C14 DISINFECTION o �9 ..I F 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYL NDER (OPTIONAL) 4' MANHOLE X LOW OPENING PRECAST x _ a GLASS A CONCRETE 1000 10(a Ob IO LOW ❑PENING -� MAIN BASE o �MAX' INVERT SHALL BE Count Tax Ma District 1000 Section 106 Block 06 Lot 15.4 BOARD TYPE I p c � CONTACT MEDIA � I � CAST IN PLACE IN 1'-2' BOARD TYPE T _ THE FIELD. CONTACT MEDIA - (� co ,•:;.: i MAP PREPARED JUL. Os, 2018 _ a 4"-0" LOCK JOINT REVISION Record of Revisions DATE FLEXIBLE SLEEVE TOS,NYSDEC NOV.20 2018 © © MONOLITHIGAL BASE SLAB NYSDEC JAN 02 2020 BOSCOECIRCULATION REINFORCEMENT #4 BARS 8" O.G.E.W. TOP SANITARY A RESIDENCE FEB 10 2020 ASSEMBLY SANITARY&DRAINAGE JULY 01 2020 ® NOTES: SCDHS NOIA#2 DEC.15 2020 6'-0 ' O 6'-0 ' DOCKS&HWM MAR.08 2021 5'-5' ® 5'-5' ECIRCULATION DOCKS MAR.12 2021 ASSEMBLY I. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. 0-478, LATEST REVISION STANDARD SPECIFICATIONS FOR MULTIPLE MAY 04,2021 4'-4 4'-3 ' 4'-2�' 5' 1' 4'-11• 02 4'-11' PRECAST REINFORCED CONCRETE M.H. SECTIONS. MULTIPLE OCT,18,2021 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. SCDHS NOIA#3 JAN.03 2022 0 3 s. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.G.D.P.W. SPECS. sc�Hs rNOIA#9 JUNE 05,2023 Q 3 EROBIC MEDIA 4. LOADING TO CONFORM T AASHTO H-20 LOADING SCDHS NOIA#12 OCT 16 2023 Q REDUCED SCOPE JULY 17 2024 5. REBAR TO CONFORM TO A5TM A-615-60 Fs=60,000P5l FIRE ACCESS APR 08,2025 EROBIC MEDIA ERATION ASSEMBLY 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. A185 Fs=65pOOPSI m 7. CONCRETE TO BE 4,000P5I @ 28 DAYS ERATION ASSEMBLY 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP 4 BOTTOM STEEL. Scale. AS SHOWN 0 SECTION A-A VIEW SECTION B-B VIEW TYPICAL SANITARY SEYVER MANHOLE DETAIL JOB NO. 2017-0165 SECTION A-A VIEW SECTION B-B VIEW NTS DW6. 2017_0165_91te plon_2 6 OF Is (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS('A),SEPTIC TANKS(ST)III CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING SCHEDULE 400 Ostrander Avenue, Riverhead, New York 114101 tel. 651.177.2305 fax. 651.121.0144 SYMBOLY.QT LUMINAIRE TYPE Hi LUMENS L.L.F. admin®youngengineering.com N WATT LED LUMINAIRE MG.W AREA I ' So MF BY L51 INDUSTRIES INC. / 9-0q GAT. NO. Q � PASU-S-LED-LW-NW-UE-BLK, Howard W. Young, Land Surveyor OR APPROVED EQUAL Thomas C. Wolpert, Professional Engineer Profes -72 WATT LED PATRIOT WALL SCONE DouglasDaniiel ASWeaver,Land1 Surgvieyor MFI GAT, BOY L51 INDUSTRIES INC. WALL 14' 5,500 1.0 w XPW55-FT-LED-45-450-NW-UE-ELK, 'I8 WATT LED LUMINAIRE �A OR APPROVED EQUAL MPG. BY L5I INDUSTRIES INC. 13 WATT LED WALL LIGHT GAT.NO. PASU-S-LED-LW-NW-UE-BLK, MFG. BY L51 INDU5TRIE5 INC. oR APPROVED EQUAL S 0-0 10 GAT. NO. WALL 10, I,-165 1.0 A WLS-ISW-45K-5Z, \ OR APPROVED EQUAL �� 4" SQUARE ALUMINUM POLE G•MF BY L5I INDUSTRIES INC. Z 1 GAT. NO. 45055 4 {i OR APPROVED EQUAL. o 3.45 2.62 t 1.64 104 2+9 1+6 1,.2 3.38 218 335 4.24 4 FOOTGANDLE STATISTICS F' 92 WATT LED PATRIOT WALL SCONE it + + + + + + + + + + MFG. BY L51 INDUSTRIES INC- 0 30 0.38 0.74 153 505 112 587 1.65 0.86 1.98 521 5.47 2.50 284 373 525 t MIN. MAX. AVG. GAT. NO. W + + + + + + + + XPWS5-FT-LED-45-450-N1N-UE-BLK, Q 0.28 0.11 0.06 0.19 100111 72 0.53 0.21 0.88 0.99 1.51 1.48 2.13 3.24 2.20 0.93 0.54 081 1.42 1 53 129 1 71 1.77 3 1 OR APPROVED EQUAL N + + + + + . . . + + + + + + + + + + + + + + + + + 0.00 12.85 0 24 0 53 0 34 0 11 OM 0 38 2 0 2 15 0.41 255 120 1.80 084 077 061 0.37 0.29 032 041 048 0.60 0.60 067 0 5 (� + + + + + + + + + + + + + + + + + + + + + + + 0.09 0.05 0.13 0.54 1.05 041 0.10 0.14 0.95 4 .06 4.19 245 0.63 0.30 0.23 0.18 0.13 014 019 028 038 038 032 0 4 + + + + + + + + + + Jill, + + + + + + + + + + + + + + LIGHTING NOTES 0 35 0.26 0.08 0.07 0.29 1.3 1 58 036 010 0 7.14 6.12 3 88 0,69 0.18 0 10 0 08 0 07 0 07 0 11 0 33 0.66 0.49 027 + + + ALL PROPOSED OUTDOOR LIGHTING FIN. I 0.01 003 0.11 Oil( 2 1.60 5 5.78 4.58 1.07 0.20 0 07 0.05 0 04 0 05 0 09 0 55 1.61 1.06 066 FIXTURES SHALL BE SHIELDED ON • 0.05 0 22 6.19 5.25 1.18 0.19 006 004 004 005 020 1 23 367 2.34 2+8 `, THE TOPS AND 51 DE5 AND 111-1 I I-i I I R I-�I -� + + + + + + + + + + + + 4i1 1 DIRECTED 5TRA16HT DOWN. 026 0. 5.23 4.52 1.42 1 007 005 005 0.12 057 2.06 2.99 4. 1 L CONCRETE `fl t FOOTING m 1 04 5 4.26 4.18 1.42 0.27 0.09 0.08 0.15 0.38 1.32 2 92 4 14 7 6' ••'° + It 2" ELECTRIC CONDUIT 101 4.2 2.49 2.41 1.34 1 0.11 0.10 0.25 0.58 1.07 1.28 2.1 l� (BURY2'-O" MINIMUM + + BELOW GRADE) 24 0.55 1.11 1.06 0.92 0.35 0.14 0.11 041 1.19 0.95 070 .02 + + + + + + + + + + + + � 2411 009 0.19 - 075 086 1.04 044 014 016 092 241 1.71 1.3 FIN. I 6 0.81 ,.81 1.89 1.95 0.55 0.17 0.36 1.70 3.07 4.32 32 / ALL MOUNTED LIGHT AREA LIGHT + + + + + + + + + + t 2 2 83 4.12 3.03 0.90 0.39 1.06 3.25 3.08 t N.T.S. NT5 t 1.10 1. 4 75 4 46 1 52 0.68 1 34 2 00 3.18 1 0.20 0 8 7.42 681 242 1 12 0 94 0.87 1. + + + + + + + + 0 16 03 659 6.30 3.14 2.11 128 0.89 1 4O + + + + + + + 2.46 8 66 7.34 4.13 4.12 2.47 2 9 p) ry t + + + + + + I +� 57 4.28 .49 4.94 458 3 53 4 t ry �y�� t + + + + + �� \ 3 075 5.84 4.67 5.19 4 60 7 2 O 016 282 252 2 62 2.66 111 Az 001 0.02 0 0.37 3.18 240 5.21 5.14 4.66 2.03 2.14 1.51 1.20 d t ' Of--0.03 0.14 1.26 335 309 8.21 5.95 389 223 2.81 3.81 3.45 2.46 1.95 3.14 311 3.89 2.76 3.17 2.10 1.6 + + + + + + + + + + + + + + + + + + + + + + + + + + ; 0 2 0.03 0 13 0.92 3 1 .74 3 18 2.30 4.36 4.87 480 2.19 214 397 3.16 3.30 204 252 343 292 2.73 2.24 2.35 1 79 1.76 270 364 446 � } 2" STONE BLEND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 003 0.05 0.09 0.53 2.84 7.21 5.56 402 2.18 2.58 3.66 3 25 2.57 1.94 2.91 307 3.91 2.59 2.41 3.12 2.35 248 1.95 1.76 1.35 094 0.90 0.93 062 047 1.02 3.18 3 20 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0 009 0.12 0.20 0.45 1 38 3.57 4 27 4 45 2 21 2 01 3 77 3 14 3 48 2 20 2.59 3.79 2.77 2.67 2.18 2.15 1.67 1 45 1.34 1.26 0.85 0.52 0 43 0 53 0 45 0 22 0.16 0.16 0.24 0.22 0.37 1.12 1.95 3.04 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 017 0.21 0 21 0.23 0.35 1 04 2.55 301 339 256 2.28 2.79 210 219 1.81 1.61 1.19 0.80 075 0.82 0.55 031 025 029 034 0.18 0.11 009 013 Oil 007 0.06 0.06 0.08 0.11 026 052 071 1 r 49 0.64 056 042 0.47 0.99 1 61 1 36 1.14 1.11 1.08 0.69 0.42 0.35 045 0.42 0.21 0.16 0.15 022 0.17 0.11 Oil 0.12 0.12 0.09 007 006 005 005 0.05 005 005 1 009 017 027 043 _:-_____��__r�_____ 77 .84 1.96 0.83 0.42 0 43 0 34 0 22 0 20 0.23 0.29 0.17 0.11 0.10 0 13 0.13 0.10 0.10 0.11 0.12 0 12 0 14 0 17 0.18 0.16 0.13 0 09 0.07 0 06 0.06 0.07 0.07 0.07 0.08 0.11 0 16 0.24 0.41 1.13 3.08 t ' ` ' ,'� ENGINEER'S CERTIFICATION 4. O 5 45 1 46 0.43 0.25 0 16 0 12 0 11 0.12 0.12 0.11 Oil 0.10 0.10 0.10 0 13 0A 0 20 0.21 0.21 0.26 0.38 0 49 0.43 0.28 0 17 0 10 0 10 0 12 0 15 0.15 0.13 0.11 0 12 0.17 0.34 0 77 1.63 3.51 4.95 8.49 ��� I `, � monad aou", 1 2 5.77 1.51 045 027 024 024 0.21 0.17 016 0.20 021 020 0.17 017 0.25 040 0.54 0.51 0.45 057 1.23 2.01 1.63 0.76 0.30 0.17 019 027 040 0.42 0.32 0.22 0.17 0.21 0.38 088 1.94 3.02 2.88 3.01 1.49 4� • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE + + �t 4" RECYCLED CONCRETE DISPOSAL SYSTEM(5) FOR WERE THIS PROJECT DEGNED SI BY ME + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 BASE COURSE 3 4 2.18 0.87 0.41 0.41 0 57 0 66 0.52 0 36 0.34 0.46 058 051 0.37 0.33 0.53 1.30 2.21 1 83 1 01 1.08 3.32 7 Z 5.47 1.65 0.46 025 033 076 1 53 1.71 1 01 046 031 036 057 070 0.77 1.27 2.30 2.11 07 .''0 25 0.11 OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH + + + + + + + + + + + + + + + + + + + + t + 6 W " STABILIZED SOIL BASE STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 07 0.60 0.40 0.41 0.85 2 01 2.81 1.75 0 82 0.71 1 46 2.41 1.90 089 0.53 0.96 346 8 5.81 1 445 1 7 051 1.77 545 .78 2.69 0.84 0.49 0.83 1.75 2.23 1.38 0.67 072 1 04 v �Q�0 07 L O � FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOUNTY + + + + + + + + + + + + + + + + + + + + + + + + + DEPARTMENT OF HEALTH SERVICES CONSTRUCT ST ND 5 IN 0 2 .26 0.44 1.54 5.75 3 4.52 1.40 1 22 3.75 9 596 1.76 0.69 6 7.76 2.17 1.15 2.28 4 42 3 .29 37 . O 63 1 64 5.51 2 3.67 0.99 0.38 0.3 0.23 0.13 0. 4 Q. 3 01 EFFECT AS OF THI5 DATE. F '. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � 0+ + + I 10 12 0. 1 618 .3 482 1.44 1.34 44 1 7 6 .82 2 09 3.08 1.25 0.15 0. 1.06 0.93 0.50 0.26 0.24 0 44 1.45 3 97 4 80 2.15 0.73 0.62 1.88 724 .2 460 16 10.06 0.04 002 001 STONE BLEND PAVEMENT SECTION � D ,i�~ •r T Lr + + + + + + + + + + + + + + + + + NT5 03 0 8 20 0.14 0.14 0 25 1 04 1.19 076 041 0.44 1.10 2.89 01 11 8 0.10 0.05 0.03 02 0.01 Ef -� `I •r' `� - •i now or former) Russell Zellner �/' n W. o G, N.Y.S. L. . N0. 45895n ow or formerly HOWARD TT Joseph Seth Tusa THOMAS G. PizT, N.Y.S. P.E. NO. ill Denise Zellner p DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808a7 Noreen Mary Tusa subdivision Map of "Shore Acres" SURVEYOR'S CERTIFICATION filed on January 3, 1a14 as Map no.41 I- subdivision Map of "Shore Acres" filed on January 3, Iq 14 as Map no.41 W• I HEREBY CERTIFY THAT THIS MAP AS PREPARED UTILIZING 01O OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS i MADE BY US, AND/OR UNDER OUR DIRECTION. z o 10 1 LIGHTIMR NG PLAN i SCALE: I"=40' - - s CAST IRON FRAME 4 COVER GAMPBELL FOUNDRY, PAT. NO. PIPE 100'70 OR APPROVED EQUAL. / - 1�Ij) { HOWARD W. YOUNG, N . L.S. . 458q5 .,�,,,��p,,�.��-,4�`'•`'` -- CAST IRON FRAME B COVER `s •M ` _ "~ CAMPBELL FOUNDRY, PAT. NO. - 540-7 OR APPROVED EQUAL. rn PRECAST CONCRETE 4000 P51 PRECAST CONCRETE BOAT STORAGE BUILDINGS z z TRAFFIC BEARING SLAB A5 SOLID RING AS MFG. BY K STRONV5 `I'ACHT CENTER p � MFG. BY SUFFOLK CEMENT CEMENT OR APPROVED EQUAL.QUAL. �, rn N a o OR APPROVED EQUAL. at Mattituck, Town of Southold E O�p p a - DRAINAGE PIPE 4000 PSI PRECAST CONCRETE Suffolk County, Novi York TRAFFIC, BEARING COVER rn W-Z R STONE DRAIN REVISED SITE PLAN o 20.00' 5 STONE DETAILS 3.00' 10.00, iL STONEBLEND I---5.00' O I _ 2, _ I 4000 P51 PRECAST CONCRETE STO 3E DRAIN CIE I PAVEMENT I N I� 'I BOX AS MFG. BY SUFFOLK 1000 106 06 10 2.00% 2.00% FFEL=10.00 - CEMENT OR APPROVED EQUAL. EL=9.5o 2.00 Count Tax Ma District IOOO Section 106 610Gk 06 Lot 13.4 SLOPE, SLOPE `- � GROUT AROUND w y p tu ENTIRE PIPE o BW=10.00 �_. .. �---�-M I - DRAINAGE PIPE MAP PREPARED JUL 05, 2015 's a"^.'-.-.•••.- I ... ..v... ., __..-.w w.. X < PAVED INVERT - 1: 12 SLOPE o FILTER I } Q CONCRETE SHALL BE CAST IN REVISION Record of Revisions DATE 4" TOPSOIL FABRIC (l PRECAST CONCRETE 8 SEED Cl) FILTERS '' �STONEBLEND DRAIN RINGS AS MFG. FABRIC h PAVEMENT Q PLACE IN FIELD BOSCO A RESIDENCE FEB.10.2020 BY SUFFOLK CEMENT NYSDEC JAN.02,2020 r ❑® OR APPROVED EQUAL. --���. SANITARY&DRAINAGE JULY 01 2020 I DOCKS&HWM MAR.08 2020 0�� 6 4000 P51 PRECAST BOTTOM DOCKS MAR 12 2021 3 00�I I 11I]179 SLAB MULTIPLE MAY 04,2021 Nl MULTIPLE OCT.18 2021 IS" VIA. PERFORATED SCDHS NOIA#3 JAN 03 2022 5 00 I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF al SCDHS IWff 06,2022 DRAINAGE PIPE GW EL=1.4 SCDHS IJUNE 05 2023 2.DEPTHS GREATER THAN 9'-0'SHALL HAVE WIRE FABRIC CONCRETE SCDHS NOIA#12 OCT 16 2023 18" DIA. PERFORATED 101 REINFORCEMENT Bill l2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,1/2"MIN.COVER. REDUCED OPE DULY 17 FIRE ,2025 InDRAINAGE PIPE Z S.STEPS REQUIRED WHEN DEPTH EXCEEDS T-O% m FRENCH DRAIN 'A' 4 'B' FRENCH DRAIN 'C' 4 'D' N LEACHING CATCH BA51N V DIA. STORM SEWER MANHOLE 5i Ie: A5 SHOWN N.T.S. N.T.S. NT5 NT5 JOB NO. 201'7-0165 DWG. 201'1_0165_s[to pIon_2 '7 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTKN OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE RILE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTI)NS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. "� 1- 1 �Tl'OO _ * 0 INIRFS Typ I : I �0 117.QQ' O BELGIAN BLOCK ��°`J /j o r 400 Ostrander Avenue, Riverhead, New York 11901 ONE D&jvew FENCE N .!. . .. . . . . . : I : • : : I : : I: . : :1 j Z� / tel. 631admin® o3n fox. bn IB2n.Ol44 om y 9 9 g a LnDO N \\ \ • \� \ RAMP DOCK Howard W. Young' Land Surveyor or1 . o • . I j z � Thomas G. Wolpert, Professional Engineer 9g G Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor f X d. 4 Y : : i : I I . : . . 1 I e e 1 x: WELL 60.1 : V. 1 • V. x \• a X G FRS GPRP \ \ . . .\ . . ' •I . I A Ci \L d / : 1 : : : I /• : :.I ;:I 0 20.9' u r RAM? �OA�NG DOCK \\ POGO' / 3 II: : ::.'/:'.': :'/ . I: •I SHED LL t ° I i 6p3 i t a A;� t i i Q- �78° „ D oW Qf. for : i ; 1 W� l0 I I :: I:. Op annd M merle cn X I I X \ W � \\ 0o6 oSc°la. : j ::: i: ::: ► :: I : I tt ,n \ : './ : _ - - 9 A X t l• ::': ::/Po' X X \ EL V,ti 0 X a J OA / , o \ \ X \ Xz° N : a 8F. \ \� - --04-- - - - - - \ ::/• i O : I" X'' (rill 16 r FLOATING DOCK X171 t tt 4C x \ / / / .'X 'Wgl t O \ X 0 26.27 x z \ / z x I x 6� /, . /• I , 3 t i °Q 1 ENGINEERS CERTIFICATION DISPO EBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE GH I / • ., / �bH I o. TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME 8y. . . .. . .. . . . • I o o L 5 S �' ' /•' X �No o= OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROU FLOATING DOCK STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, AL X +JX \ / /. RAMP �1I 1 I I 1\ / `t LOTS, AS PROPOSED, CONFORM To THE SUFFOLK GO sti . . . . . . . .. . . .. N • I X • ::/ �t �� DEPARTMENT OF HEALTH SERVICES CONSTRUCT 'STAND, S I X. I X . ./ ••:•, •/ .. '/• � THE .:. . / • . .'/. . . . 1 i i u EFFECT AS OF THIS DATE. .. oti / .'. 1. ; I: — _ X. ; / X � 8£. . . _ / / yyx INCIDENT WITH \ t �I APPARENT HIGH WATER \ / /. / I t MARK IN CO\�' ' / / :• \ \ _ _ _ _ BULKHEAD x — / .. . .. . . . . .. . 9£ — � •• X \ . X X.. . . . . . . . . '— I ; t X HOWARD W. -ajks, N.Y.S. i5n ? r < / \ — : Y.S. L.S. NO. 458 _. / X . i I I ' • • •' ' • ••. . • ., � cvMp�lx � THOMAS G WOLPERT, N.Y.S. P E NO 61483 '�;�;�;,,,;,„.,��.F''-: ,'• v X •. ... • ' '' ' .. •' . . . . . .X•• .. . .. . . . . . . . .. . . . ., t§i l �h O �• 540°16'33"� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089'1 ..- i� — _ - - . . . . . / . / \\ \\ x' I : I �Y ry 17.32' - x _ " .. . . . . . . . . . . . . . . . . . . . . . .... . . . . . . ... . . ti` t � OR'S CERTIFICATION //.•' 1 : : • : I : • I s — — — — — —— — — J : : t4 uo I 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING .. .. . . . . . . . . . . . .. . . . . . . . . . . .. . . : : RAPHIGAL SURVEYS MADE BY US AND/OR I 88.7 // \ � x� I I +� � t� � � BOUNDARY AND TOPOG x X Io N TIE LINE ALONG UNDER OUR DIRECTION. a // : ilry Jv Ftl �, EDGE OF MARSH / \\ q�' / V / // / X . .. . . . . . . . .. . . .. . . . . . . . . . . . . .. . . \\ j1 ZT oF ak �o lr ` �!r / // t Z£ �' . . . . . .. . . . . . . .. . . . . .. . . .. . . . . . . . . .. . \ / i� o - '' - - - - P 0 X I CO or n 9 . . . . . . x 1 \ . !S W 2 Y �Z. x 1� � o W t kw . • I ` l. r` OZ'/ x x ^I X : I : . : /•• i I x 3 N AAA—`^ e'L' 5 1,11 y'•,��R �,� -�.,;,,.�,I �,,,.,r g` I x l x HOWARD A. CC ", s. `•. x x I /: /• `..}t iN m _ YOUNG, Y S. L.S. ¢. 458g3 x t,l. . . . . . . . x. . IQ"r11 zl' x / .' • .'/ �t t : �X 11-IL-11 107 7 X / X ^t r I tu x / t V BOAT STORAGE BU I LD I NC75 N Ar674$60� �` J6 X X / X. TIDAL VEGETATION AREA 4�30�� M�. .::::.::: 5TRONCG 5 `00ACHT CENTER �'�' `�O �� x: ::�!.: . i :" ' ! r' at Mattituak, Town of Southold E C� _:: : .', tt t� I EDGE OF MARSH / Suffolk County, New York A O I /.'. •'; x�j x it�ry �I m REVISED SITE PLAN \\'. �!.. :. 1 cat tt 0�,"' EXI5T1NS CONDITIONS MAP ° �► 9 \ /. \ `�� op i t' `0�ry 1000 106 06 10 0 X . , . .. x� _ X qr x County Tax Map District 1000 Section 106 Block 06 Lot 13.4 SX L - �' ' ' MAP PREPARED MAY 22 2019 p S I 34, 42.60 / . . . . . . .. . . = .; ::: :: �'� .. . ; x 9' 55601 0'20 '14.6-7 N57°36'50"W 6"I 1I N89. -:2 20 W. ' " I . •.' •. . : : • 152.66' S-I�°40'2�. ' ' 14' N8p°2�;10' NN L�31..a 50"1^�s :' \ �.\ .- REvlsloN Record of Revisions DATE �Z now or formerly 40"w N5S N2 30� — �iri`f'p,' \' \ �q : / \ SHEET NUMBER DEC.15,2020 IY �I O DOCKS&HWM MAR.08 2021 / Russell ZeIIner • .. . . . . . 12 now or formerly � '$s yy . X ., I DOCKS MAR 04,2021 Joseph Seth Tusa 6 \ ' o MULTIPLE MAY 04,2021 x X CD ° r ' MULTIPLE OCT.18 2021/ Denise ZeIIner Noreen Mar TuSa I cL I O O I N SCDHS NOIA#4 JAN.03,2022 y \ _ MAY 06,2022 subdivision Map of "Shore Acres" O 00 N C4 N N O i} jZ SCDHSNOIA#12 OCT 016.2023 filed on January 5 I Q 14 as Map no.41 I— subdivision ivis ion Map of "Shore Acres" "' 1 N REDUCED SCOPE JULY 17,2024 i o FIRE ACCESS APR.OS 2025 filed on January 5, IcI14 as Map no.41 X y 0 ��� 34Q•Iq, / Z 40 0 20 40 8o 120 / \ Scale: I" = 40' � JOB NO. 201"7-0165 DWG. 2017_0165_site plan-2 8 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TD BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIO!OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI1TE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTICNS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. \o RH X•�ID WIRES p BELG \ i— 1 : I I N icp X► ar 400 Ostrander Avenue, Riverhead, New York I Ig01NBLOCK 0. qN SrONC DR ' ' ' ' ' : : I : :I '• : I : :1 1 % Z tel. 631.121.2303 fax. 631.'12"1.0144 may FENCE : / N Z 0 adminayoungengineering.r-om aloe, 2 .( Do 0 DOCK \ ♦ \ 1 S1 ME : a`E' ; •I I I , RAMP FLOATING Howard W. Young, Land Surveyor OpFtPO �,. . 1 ' ' ' •1 • ' 1 : I j z fi Thomas G. wolpert, Professional Engineer \ \ 1 : : I j '� Douglas E. Adams, Professional Engineer s a \ e \ '. 1 : \ \ : '. I / Daniel A. weaver, Land Surveyor OcIr 0 :.. r., x-4 cry . � h o I YVELL : X Q . I . Lr) \ . , .. '.\\. . ::.\ TEMPORARY �J : .\ HAUL ROAD \ , . .\ • • . .\ § \ 1 FRS GPRPG ci m ! l;" / ' 20.9' CK #0 O SHED Z LIJ i ;! �O I I t . 801 4 1 1 CL J�:Y STj�;�N:' , f ` F" � 9 '9< 9 now / I I I \\ '� °1,i`t gam gch+r �'�'A� O?i For v o , rERasi EGG —— — — \\ io6_ �sc to a' i " I :I I 1:j `t� x o s TEMPORARY STTOCKPILL AREA o \ .-FOR�CONSTROCTION OF sF C . . . . . .. . . . . . .. 9A \ I. I:: :: :. . 1:• xa \ X R STAINING WALL / a �W Z0 AA . . . . . . . . . . . . . . . . BAYVIE W AVE : z� ry : --� � — < x \ / / CV ° l . . . . . . . . . . . . . / /.'. '. �� �) N Az h so PHASE TWO: EXCAVATE RERAINING — -OS— CIL Ttio�, I x X MATERIAL FOR PROJECTtz— — — — —— :• / //.''.''.'�'' j� �� wk^ DOcYi FLOATING DOCK \ . . . . . . . . . .e>s. ... . . . . . . . / ' '/ /. .' 1 3z L \ / x•' KEY MAP a I x :i :: l: 0 CQNSTR.UCT RETAINING / roana••ALpoun. O SCALE: ID=6001 Q X'. 1 WA�L�.�DURING PHASE 1 . . . . .. //. i:::•:.ryd.::::::: 1�1 \ 3 w NSRTUCTIO.N 01 . X N o X. / \ RETo I�1NG VI��4LL DURING _ \ � ,P. " O Q o \' ,.n r � Q \ PHASE 2 \\ k' .Po �< „ \ I X �. ..' .: _ �l o ` , z 1 / / f' 3 0 ENGINEER'S CERTIFICATION 8 RECYCLED CONCRETE / t� \ ' / x O ♦ V SS Ono I 1 I : ' '/ �I Q Ix I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWASE )jy. x I ° _ �Q DISPOSAL SYSTEM(S) FOR THIS PROJECT YVERE DESIGNED BY ME x ON 2 OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH G °D-�: o° FLOATING DOCK STUDY OF THE SOIL, SITE AND ROUNDWATER CONDITIONS, ALL \ Y; x \'; . : 1 \ I : /. .' /• . ..•/ RAMP LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO •�" ''•;-� ','�. . . . . z 1 X w, `X •'�t �11�1 �� DEPARTMENT OF HEALTH SERVICES CONSTRUCT AND SIN 1 ./ � I � '. � \ � /• . .'l.'• :.i . . . . . � e� t t4y� EFFECT AS OF THIS DATE. ! \p:��- /'±`\r r ti4 :�,>. . . .. . . . ; I : \ r- /• l 4 F D¢ 1 .l"iv� / •�..1 ..r, `'`/. ��„'��,,,•-\.�' .' �, \ \ '� .2 F•� ',jv,e:- /. l ,I O I� y> �i 1 CONSTRUCT RETAINING _ X. / \ APPARENT HIGH WATER � .• ;. 8 � '•• . �' • �. .' MARK IN COINCIDENT WITH �•=•;t+..�°.w � .� WALL DURING PHASE 1 �,DECONSTRU HAUL/ �IIIDF TE ORA hI/�UL ROAC CONST . CTED:� / ,� BULKHEAD . . . . . . . . . ... . . ROA��R-I-NG PH 4S.E / X. PRIOR (O�•EX, AVATION ACTIVITI-ES — — ' : / : : . : : I : HowARD w.Y` G, N.Y.S. L.S. N0. 458a3n I1 i X ' ' •. CTI LLOCATION. x . . Pp i 1}` �� THOMAS G. wOLPERT, N.Y.S. P.E. NO. 61455 \\„ 6 STABILIZED SOIL BASE .' .' / / 3 x_{— DOUGLAS E. ADAM Y.S. P.E. NO. 808q"1 ' LO — _ _ : TQ' ! 111111 E TREIO C EARG. . .OUTX :BE , ITEQ I — / M N Z E. . ... . . . . . . . . . G) . . . I : : : : 4 1, �, OR'S IG,4 • TEMPORARY HAUL ROAD SECTION — _ _ / .. \ CERTIFICATION 1 °^I �q \ I SURVEY TIF TION . . . . . . . . . 1 \ •N .• \ I : : : k : ` C9 .onttRal-4ouq / EXGAVATl01d-hJ11AIT . x x� g X� } TUTS � .•' .' / ,. . . . .. .. . . . . .. .. � '. ' • . : / .�. .•. \ .�.. . . . . . . .. .. . . . . . . . }.. � of / . .. . . . . \ .'. \ - - - - - - — J i o • x / O'F• PHASE'TWO , I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING X \ BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR . .. . (U.64.AC) X .. . .. . .. x to"' 4°� 4\ Z#D N TIE LINE ALONG UNDER OUR DIRECTION. . . . . .. •. '// " ..\ .'//.' I �ryh �� l EDGE OF MARSH g / _ ^I q _ X � , . . .. \P�H -EXCAVATE. i �' ry� �y� X DOOO_1-N�e f 6EVATlO ± /� x ��° z Qz.01 X 71�,054CY : X. I/. � t' k ' ,�o / / w , n 92' i : X. . .... . . . . . . \ Q o W ) �V /tea . V. '�• x' X � V Z '1 " ° N I X x "1 •... I .. :• � =° C.. OZ X X t 'n °��QO \ X 3� ��VVf��� 8t' x X t Q ki i HOWARD W. YOUNG, S. L.S. O. ��. .. ... .. . . . ' EXCAVATION;�LIMITx. / ����° oo` T x % .':' �.' 4- � Z1. . . . .. . . . . . . . . OF PHASE ONE 'x \' °� ^` tulu X / - LDN x X / �.'•:.: ,.:A X BOAT STORAGE SU I LD I NG5 2.69 AC 2� ( ) s u� � / X S4 TIDAL VEGETATION AREA T / /.' 7 X STRONG 5 YACHT CENTER at Mattituck, Town of Southold E X.1 : '' V Suffolk County, New York t, t� EDGE OF MARSH I / X 1'h _ REVISED SITE PLAN N � x � • • � �w-' �`; X. �1 1 EXCAVATION PHASING PLAN tv �� O \ _ Q« t / : cal'I ¢Ot 4� X _ ",xaRV 1000 106 O6 10 o .� . . , . .. T_ ,'`.x X County Tax Map District 1000 Section 106 Block 06 Lot 13.4 SETBACK LINE X' // _ — —- .' '•ram. — q .' x':.'1 MAP PREPARED OCT. 23, 201Q o s = ''. _ : x 16• I .. .. . .•... . . . . .•.• .,�`.,'.:'•. X. Record of Revisions ••y77 14- ' oN \:: �\;... . REVISION DATE X now or formerly 'Z " " N 28 '.'... . ••• ' .',� PHASE AREAS JULY01 2020 ¢ A, now or formerly �'. / Russell Zellner I$ " " " " ' V • • • . • • • • 12 DOCKS MAR 15 2021 ii�� O NUMBER ¢ \ x ^ WM AR 08 2021 ^ ,Joseph Seth Tusa $ 1 \ �I ° DOCKS MAR 12 2021 Denise Zel Iner ' ` I x ` ' MULTIPLE MAY04 2021 TEMPORARY STOCKPILE AREA }-� Noreen Mary Tusa \ X — -�', '. ° o MULTIPLE OC,.,$ 2a2, N \ z SCDHS NOIA#3 JAN 03 2022 " 'I � " " � � SCDHS NOIA 9 JUNE 05,2023 FOR CONSTRUCTION OF subdivision Map of Shore Acres T ° N C4 oo SCDHSNOIA#12 OCT 16,2023 RETAINING WALL filed on January 3, I114 as Map no.41 I— subdivision Map of "Shore Acres" N 1 REDUCED SCOPE JULY17,2024 filed on January 3, 1,114 as Map no.41 x FIRE ACCESS APR.08 2025 < U) W# / Z 40 0 20 40 80 120 5cale: P = 40' JOB NO. 2011-0165 DWG. 2017_0165_91te plan-2 a OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTICN OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICAT10N INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD 013SERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 05tronder Avenue, Riverhood, NON YOrk I ICIOI tel. (551.121.2505 �ox. (551.1.27.0144 adminoyoungengireering.c.0m "A Hoviord Vq. Young, Lond 5urveyor M41��M Thomos C. Y4olpert, Professiond Engineer Douglos E. Adoms, Professiond Engineer r�laniel A. Vqeover, Lond Surveyor �x q''Fm v'Q 7, 4, '4' g' ff EN61NEERS CERTIFICATION All poluz, I HEREBY CERTIFY THAT THE YqATER 5UPPLY(s) AND/OR 5EY4A&E "KW DISPOSAL 5YSTEM(S) FOR THIS PROJECT YNIERE DE51157NED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUiSH gg' STUDY OF THE SOIL, SITE AND 57ROUNDYNIATER CONDITION5, ALL M, LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK �pp-m DEPARTMENT OF HEALTH 5ERVICE5 CON5TRUC IN Ef T AS OF TH15 DATE. 7�' 7'14j� -7 HOYsIARD Vi. Ybi�5, N.Y.5. L.5. NO. 458cl5n THOMAS 0. PNOLPERT, N.Y.S. F.E. NO. 61485 -7 DOU6LA5 E. ADAMS, N.Y.5. P.E. NO. 60811 5UR\,/E*f'OR'5 CERTIFICATION 01 1 HEREBY CERTIFY THAT TH15 MAP Y4A5 PREPARED UTILIZIN& 0 BOUNDARY AND TOP06RAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION. 01- :53 0 51 0 0 In % D YYM� HOAARD N YOUNS L.t;,. NU. 0 45 15 BOAT 5TORAC-7E BUILDINC-75 5TR(.*"'N&'5 )"ACHT CENTER at Mattlituck, ToNn of Southold E Suffolk County, NoN '-rork C, REVISED SITE PLAN HAUL ROAD PLAN 0 1000 10(b 06 10 r-,ounty Tox MOP Di.t,!.t 1000 Section 1060 Block 06 Lot 15.4 MAP PREPARED r,>EC,. 15, 2020 Record of Revisions REVISION DATE DOCKS&HWM MAR.08,2021 DOCKS MAR.12,2021 MULTIPLE MAY 04,2021 MULTIPLE OCT.18,2021 SCDHS NOIA#3 JAN.03,2022 SCDHS NOIA#4 MAY 06,2022 r"ki SCDHS NOIA#9 JUNE 05,2023 SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 FIRE ACCESS APR.08,2025 1 OF, OD 50 0 25 50 100 150 N 4 5acile: 1" 50' JOB NO. 201-7-0165 DY46. 2011-0165sIte plon-2 10 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITITIONS 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. OA'lV£Wgy -,...� FENCE a X:J5ED EXISTING WELL TO BE \ I FI LIN) -A o m 4 4 w 10� 00 Ostrander Avenue, Riverhead, Ne York IIa101 / \ FOR IRRIG,ATIO I 5 I 03 --A -� 3 tel. 651.72-1,2505 fax. 651.121.0144 L 2 \ PURPOSES ONLY 1 I 3 't adminayoungengineering.com 0 / o \\ R 0 ORS( '. 1 I r f T1 RAMP DOCK �„ FRPMG ��� Ili} I . 11 O FLOAING v, o n"'I CD e RP . \ 1 1 \ 1` Howard IN. Young, Land Surveyor \\ c \ , , I 1 Thomas G. Wol ert, Professional Engineer \ '0x I 1 111 Douglas E. Adams, Professional Engineer ook z 1 . '. I ^�Re o Daniel A. Weaver, Land Surveyor Z CC) W E °U I^ �X Z m � 73 o IX N X. s / M I ECTR r- . . . o I. N F / WELL I SE V I OE( ) TO. I 60.1', �, X: X NQER RouN 1. . :, �I GENERAtL SEQUENCE OF SITE ,ACT I V I T I E5 TEMPORARY I / h ' FROM E ISTINOt HAUL ROAD Z °�b I 1 t `uTtLl fl( "LE\'. I. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES \ b (SILT BARRIERS, CONSTRUCTION ENTRANCE, ETC.) STABILIZED w j E S�OR�vS� V. x 2. CONSTRUCTION OF TEMPORARY HAUL ROAD. CONSTRUCTION 5. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL aTrS AND BACKFILL MATERIALS. (EXCAVATION \ ', . � . ' '. . . : , m 4. EXCAVATION AND INSTALLATION OF RETAINING WALL. PHASE 1 ) 5. CONSTRUCTION OF BOAT STORAGE BUILDINGS W s \ - // 1 i /.' I ' b 20.9' RAMP FLOA(iNG DOCK R �7sop , .,I: I 1 CO HED a 6. INSTALLATION OF STORM DRAINAGE AND APPROVED yAC o/1/G, U \ P p- / I I `� SEDIMENT CONTROL MEASURES. Nr U C�N 7. INSTALLATION OF SITE UTILITIES. 1�N 5. INSTALLATION OF PAVEMENT. / w oo� � � \\ ICI. �° � ��� � _ _ \ / I :x I F I U 0 x q, FINE GRADING AND VEGETATIVE 5TABILIZA71ON (TOPSOIL, EXISTING WELL TO ` �U m SEED, SOD). / BE USED FOR I U U \ \ \ I IRRIGATION I I I I l 10. INSTALLATION OF LANDSCAPING IMPROVEMENTS. PURPOSES ONLY I :::• . / ,� ww�w OJ 54 cr \ I: : I '::: QQ II. ALL REMAINING TEMPORARY EROSION CONTROL DEVICES p \O J �� � s ,Z. MAY BE REMOVED ONCE SUFFICIENT STABILIZATION HAS BEEN SF�q . . . . . . . . . . . . . ' ' \ \ \ _ / / / ACHIEVED, AND AS ORDERED BY QUALIFIED INSPECTOR. : I H ta. CPA l 0 z _ \ X BAYVIEWAVE. A • / a zx. \ / .a`° gyp/. . ' /. . / (C g o CV 0 \ . . . . . . . . . . . . . . . . . . . . . . . /� i /,' /.'•• �-NiU N" / �� hay \ \ IX X� T10.25kt� i q� KEY MAP 4 CONSTRUCTION ENTRANCE #I I / ! ' /'. .`, o � t'B9.75 w� � o onna romH. / I �' y m FLOATING DOCK SCALE: I"=600' . . . . . . . . �ooERo L i3t.AN�c>:T5' INLET x \ ($Y. OTHERS) o P O / A, o ? 1 6.90 �w 3 o o 1 . / ^�: / X. MX x�1 \\ \ X. . . .6.FI p I.O �° 3 1 Ep,GHIN 2 \ 1 X 1ODIP�.XS. DBP p0�L5� / ENDSTONEBLE� CONCRETE N \ q0 .: / PAVEMENT QOQ x \ \ (12) c a i u, \ WASHOUT AREA 7.50 0 i V o J K\ �.a,cF HIGH BLAG I r ,w ( \ m K 6 CLAW FEv�, .< X a t O O UG ELECTRIC _ ERV I GE x 8b y _ -� ��,Ti•+G�'"• '�' 1 b FRENGN3D 200'L / CQ 00 2." 1,30 RAMP FLOATING DOCK 3 Wx r / IN �I sti . . . . . 1. . . . " �l. I RA►N 1 x RUNOFF TO b ,< zr X FRENCH S6'� III ONNEGT ROoR N-\' 1�RAN X I/ t s STABILIZED 3 A / / / / / / _.§ o ti� ►1 I ITEG� `L\Pl /. / / 9.3 / / / } 7.1 o FF� a.. �, hI. (��� aRG+-► GATIoi4S) q /�'� , , ^I CONSTRUCTION L . 1 I► FOKZ flow �P°UT o M / ' 7.20 ENTRANCE Oti- - - -ems I►I / "� X I 8£. . . . . . . . t5 / a^o X MARK APPAR IN COINCIDENT T HIGH WITH ^I E / b /e � \ \ X \ _ BULKHEAD ' y 1 / X 9 X. . . . . . . . . . _ - _ I �:9.50 I/ UG ELE s �►I . / /^ \ S\ORS'. xb' I SERVICE R I / �O-SED. G X� , ,y ►1. . . / pRb LOIN X `" y1• NE / ° 3 ro /'"I- �f 11I. ' . . .. . . . . / OAT ST\L)I I. . . . . . XN ur X / �I- _ // / 3'10 SF \ . . . . . . . . . . . . . . . . . . . . . . . . . M�. . . I I I/ ,`' �I TEMPORARY 11 I. . . . . . . . STO CKPILE PILE AREA / I►I . // X. NMeO o.ga e � X�� I� .� / ; k o �I ` '! . . x M \ . . .. . . . .X " ION FOR OWTS. . . : / : /' "� QOZg i z Ob2i o TIE LINE ALONG ROPOSED LOGAT 8L0R v "�� / /� h° �G F W`" EDGE OF MARSH > L.PANEL f / ry U)J o / ! �z N I / r' _ ' j/ x x x. GONTR x / . / ry �w 4os= ^ c� �/ y, / VL v {i X I <v M 2 . . . x. . . . Y 5Y5`rE / / '> �� F o ER'S N / X . . . . . . . Nl R DINTS . . . p,THR�OM ryry� 5 Q X .. / �� o NEw ALLON I/A• . p, 5F) / �' CERTIFICATION ;lad. / �� a �o I� 2 ENGINE N F .• •O.• X 1j0 X v •Z' ? Or- X� � . ® . . . . . . x 8: GALS (15 X -J A.50 0- -I TO az RIM p X RUNoF U TURE 1� T 9 N N HIN FIEL1�\ X. , BO% F �- o. oo 2 1O 28 g GO. . . . LEAD g . . . 0m. ELE /�/ `7'' V �, N Z. EROSION -� C,HITEG� - n i (SEE P`R OGATI 5) 3351 I NIA . ;DB X EDGE.OF' T5 DOp^�NSPO�o / �Z� //�/ wm % s Z� ON pL BLANKE O X FOR `I' x x11 _�� / ^ 4k v o / N } X / ' xN 3 ° D 8 t X ^. G X my OTI►ER5) ry ;� U4 d X FIEL1� 2.0 INL f I / tq c) 1:1 s t X GNING I/ t O �`� b ® \ LEA pL5 _q.00 g0 �.s ,, tit HOWAL.S. O 4584i5 zt. . . . . . . . . . . . . . . . . . . . -6 1o,", `•X500 x `' � � �, o'� / � � RDW G, NYS L n (36) g Sr ^ x / /�/ =Q� ^°'` ' THOMAS C. WOLPERT, N.Y.S. P E No. 61485 7 X ,I IE O INLET ^I EL=q.00 T g 50 7: 0 X I OUGLA E. A AM5, N Y 5 P E N 8 Sa'( b c EN N17 0 o x X oX m �y,y gTONEBLE A X X �� 60S TIDAL VEGETATION AREA STOR,A&E BU I LD I NG5 ^ 7.20 4 , ,' r � / v 5TRON& S YACHT CENTER OP P �U / � EDGE OF MARSH BOLLA 7. 0 �/ / � at Mattituck, Town of Southold r X I 9.00 F� I - Suffolk County, New York 8 11 � n. .. i1 9.50- . 7.10�' / � / 7.z X SILT FENCE / �- REVISED SITE PLAN _ �--- ' 8.00 AID N o x - - - . -: -- ' -- 10 B8 Q C. _ 7.20 ' q, x EL 8.40 2 2 ERO"�- I ON SED I MENT CONTROL PLAN X. . . T11.00 ,�6,---'�.� 8 • ' \ ® IE=5.40 1000 106 06 1 o B9.35 18 x X :: Z y SETB,4GK _ X LINE B85 _ -1Q A �06� �� � County Tax Map District 1000 Section 106 Block 06 Lot 15.4 o M. . X "� 0 14' 6 oN N R7M;43.10 a 12 12 N N N To 28 ' 30 - � 64'. ' ' . . . . . . . . . . . . MAP PREPARED OCT. 28, 2020 N \ x / . . . . . . . . . . . . . . . . . . . 12 b X of ° Record of Revisions EQUIPMENT/VEHICLE INLET \ : REVISION DATE PROTECTION I x I FUELING/STAGING & N \ \ X \\ J ', S U SHEET NUMBER DEC 15 2020 I- � DOCKS&HWM MAR.08 2021 MAINTENANCE AREA o " " zU DOCKS MAR 12 2021 r7 d' N , O=O� MULTIPLE MAY 04 2021 U MULTIPLE OCT.18,2021 p X SCDHS NOIA#3 JAN.03,2022 TEMPORARY "� SCDHS NOIA#9 JUNE 05,2023 / 0 023 STOCKPILE AREA INLET REDUCERSHS O ULY17, 024 REDUCED SCOPE JULY 17,2024 N / PROTECTION \ FIRE ACCESS APR.08,2025 a i40 4 �' O 20 40 80 120 a. Scale: 1" = 40' JOB No. 201-1-0165 E = MONUMENT 5ET ■= MONUMENT FOUND A= 5TAKE 5ET A= 5TAKE FOUND DWG. 2011_0165_site plon_2 11 OF 15 ALTERATION OR ON THIS RVEY IS A VIOLATION TION 7200 OF THE W YORK STATE EDUCATION S SHOWN HEREON 11NG STRUCTURES ARE FOR A SPECIFIC POSE AND ARE NOT BE USED TO ESTABLISH NES OR ECTION ES OF SEAL SIDERED TO BE A VAUD Y. )CERTIFICATION (tINDICATED HEREON SHALL RUN ONLY THE PERSON,FOR WHOM THE SURVEYFIS�PCREPARED AND ON HSEBEHALF TO THE TITLE COMPANY,' (GOVERNMENNTTAL AGENCY AND LENDIINGPNS�TNIION LINES LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS RE NOT TRANSFERABLETTOUADDITIONALLIINSSTTTUTIONSOR SUBSEQUENT OWNERS THIS SURVEY THE LOCA110N OF BEARING WELLS(W),SEPTIC LAND TANKS�SST)kINKED CESSPOOLS(CP�'SHOWN HEREON ARE SHALL RE FROM FIELD�OBSERVATIONS AND OR DATATRUE OBTAINED 4FROM OTHERS. HAY BALE I ON 3 SLOPE BERM SAND BAG 400 Ostrander Avenue, Riverhead, Ni York Ill MAX. COMPACTED tel. 631.'12-7.2303 fax. 631.'12?.0144 BACKFILL WOOD FRAME odmin®youngengineering.com N CONSTRUCT SILT FENCE SECURELY CONSTRUCTION NOTES AROUND ENTIRE PERIMETER PLASTIC FASTENED AROUND OF STOCKPILE LINER ENTIRE PERIMETER I.PROTECTION OF 5TOCKPILE5 IS A YEAR-ROUND REQUIREMENT. _I 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM / O CONCENTRATED 5TORMWATER FLOW5,AND INLETS. „ Howard W. Young, Land Surveyor 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES I - I T ''-•' N .I I . 3:=;., � � ' " I�'I I : ;�•;, Thomas G. Wol ert, Professional Engineer AS APPROPRIATE. STOCKPILE 3 p g ?• 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS GRADE SECTION A-A SECTION B-B Douglas E. Adams, Professional Engineer DIRECTED BY ENGINEER. Daniel A. Weaver, Land Surveyor 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGHS / ONE-THIRD(1/3)OF THE BARRIER HEIGHT. LATH AND FLAGGING w E ROUGH HEMLOCK ON THREE SIDES F-1 ETOP OF BERM FIR FRAME SAND BAG W' TEMPORARY STOCKPILE ® � ® GENERAL POLLUTION CONTROL MEASURES NTS IN ACCORDANCE WITH THE PROVISIONS OF THE NY5DEC GENERAL BALE 5TORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, THE ® ® FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: •\ PLASTIC I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY .` LINER INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED .� A� A< ® $ ® B MEANS) AND SHALL REMAIN UNDISTURBED. •\ 2. CLEARING AND GRADING SHALL BE SCHEDULED SO 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 5EEDING AS `. REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL ® ® =c3 CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, zz TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES LL� •\'\ "BELOW GRADE" PLAN "ABOVE GRADE" PLAN SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. 0 \ 3. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE \ CONCRETE YVA�SHOUT MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE \ NTS DIVERTED AWAY FROM CLEARED SLOPES. USE DANDY BAG .\•\ 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO SEDIMENT CONTROL DEVICE ENTER ADJACENT PROPERTIES OR PUBLIC. ROADS OR DRAINAGE AS MFG BY DANDY PRODUCTSA •\ SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE OR APPROVED EQUAL \ LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND •\ SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. \ 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO GRATE COMPLETELY \ \ '\ LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED COVERED BY � - \\ \ \ \ �1 UNTIL THE SITE IS PERMANENTLY STABILIZED. HIGH-FLOW FABRIC 0 0 (5. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH O }O \\ \ - - _ � •\ O LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED _ o c ON-SITE SHALL BE PROTECTED FROM 5EDIMEN7 BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. PLAN FLUSH INLET _ -- �� _ _ _ •� 'I. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING �-" -- �coi NOW 'ONOO CONSTRUCTION: A. WATER-DOWN ACCESS WAYS, STOCKPILES, AND aNno� \ \ �\ MATERIAL PRIOR TO LOADING;B. LIMIT ON-SITE VEHICULAR SPEEDS U5E DANDY BAG _ - - _ _ \ TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL SEDIMENT CONTROL DEVICE _-'- �o�\ \ AND CONSTRUCTION DEBRIS. AS MFG BY DANDY PRODUCTS \ � •� OR APPROVED EQUAL °y�yo\ spay 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WOVEN WIRE FENCE \ `' \ God°' /��` .� SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE sQo PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, FILTER CLOTH / ao / PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND PAVEMENT DRAINAGE SY5TEM5 SHALL BE GLEANED AND FLUSHED AS SURFACE / \ �� / \ w NECESSARY. FLUSH 30 INLET N / �y \ Q WOOD p f� \ ��`� i PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE UNDISTURBED DISTURBED C. 0 pQ PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER AREA FLOW AREA l 3oti d Fo o ' ,s STEPS t'ryb' 0o HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO _LAl �- / ��/ )rya \ P� Npop W j a ,� INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, ug \ 41/ \ �'�O O a A0 0 SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF SECTION col d� (ry��N <<Z 2� o rym e N mm�^ lit 0ry0ry SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, z SECTION l l \ a 1�yIId� N N Q O `d' y`O a hry ti N ° ` FRAME AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. FLUSH INLET PROTECTION - / o m / : _ GARAGE ,e2Z 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH a F'8Z o 2 5' � '1x / bl ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID NTS WOVEN WIRE FENCE / 2 `O OVERHEAD W ,S / � 1 Y - Y z WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL AS to 4) I -•'',..'. / , w SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. 8.00 / l m \ \ �pZ� �a/y3�,rs �, FD�o�: n� . . :.. . . . . . . . . . . . o m z z 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT ENCOURAGED / \ \ vti� �� AT THIS SITE. CONCRETE WASH-OUT SHALL BE PROVIDED. FILTER CLOTH 15 / \ ova ,11-1, 52' o :.•%',• •' .' � r' s GATE �� \ .' '.' ^� t� 1 t i Ny17�3� eQ UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR / so- / .'• l ice\ WELL ' '- /.',•..'.•�.�'. � o• RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF \ Dg I�t Yw . ' . /. '. i 50- CONSTRUCTION/ x E zU t' G TION ACTIVITIES PREPARATION OF INSPECTION REPORTS T7z ka' x / t II.5 1 0 0 .z _ AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER / 1 w z \ �o D�• q6 '• :.•/ .. � a z m AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL STORMWA R R CONTRACTOR H TE PERMIT. THE GON GTO SHALL REPORT ANY / O' kk ' %•'.•' . 1 ' ; REQUIRED MODIFICATIONS TO THE 510l NECESSITATED BY FIELD / .' •' . ' ' n CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR is REVISION OF THE Sill WHERE APPROPRIATE. ELEVATION / !� _ _/ .' .'.' �• '' •'..:. . . . ._ �/ / ,� � lNO NF,pq \ 3 "HANDICAPED Z CL / X• '.' .'.' �' / VST C N / o i PARKING" / _ / /.' .•", t �4 9'O R/q� Cyr. I SIGNS �� / / '.';. .'/.''..' i RAMP ocwi SILT FENCE - NTS / X ' /•' .'•:''�. .' . .�.' .: .'j/ �I� I NEW 4 /� v{w w /.' '•'•'/ '.' .':'' "HANDICAPEO <� GIN PARKING" 0. SIGNS 9.1 e F.FL. 50 . '• CP t 2 STORY m AO x ••;./ : / WELL f FRAME '3 MIN. /•'.' '. : % '.•'• •'X / ho Fk ¢¢ _ 7p r BUILDING o STONE PAVEMENT / / / f /� /Sr/ to a o r bsmt.) s.o' o 'ol EXISTING 2' EXISTING /•' : %. , :• a ,VG GROUND \i i"e t (�je SR _`°�� J ST ao.5' OIL 3 ;•_. .: : �.' I 11�l S) YJ 4 ,l W " S.� PAVEMENT l l / M r 'i "so ga . T`...F /: �ti�'fto \ \ � ENGINEER'S CERTIFICATION / z MOUNTABLE BERM / / �4 p 6S C \ ' NEW om104-i un• i FILTER CLOTH (OPTIONAL) S / 0/ M �t•� I / "NO PARKING"� TB CONFOR SIGN I SIGN LIFT T�`CK INLET " I : . . . �h 71 PROFILE z�\'.•.':'\V. t STo l GK EXISTING PROTECTION �t of / \ \' \ 1 t (12 Rq 10 GE 1g l t .} l LIFi 2 STORYT12 c�`� E I I''''°•'R�'� s \' .' .. f) re OFFICE BUILDING TA z��'. '. 4 B10.0 'S cJ / I / \'. ••: � GFA=2,702 SF (DRY) , 74 MIN. / IPA •' �.:: '��' 1 t l t 9.30 \:. WASHRAGK N z / o' \:; �{ a I 1 9.20 s \ 9.40 t t t 9.40 m '=T''"•"' \' r%J 'n �;" (OPTIONAL) _ •ITY .R �+ NI Ll_' N / "7NG2T::R .. INI1`tG ITAi `i'. .. �, HOWARD W. G, N.Y.S. L.S. NO. 45843n 75 \ _\ G� .. ' o c9 aC 3 THOMAS G WOLPERT, N.Y.S. P E NO 61483 _ ; /ly EXISTING \' >,T �p STORY o l DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 505cll i Z u I STORY8.b� o / G O _.._..., o EXISTING o / 2aS gUILDiN 3I t Ivll N FRAME HOUSE sa EXISTING N: O COARSE =ci r �B10.5• Q _w PAVEMENT o 2 GROUND -' :z' I AGGREGATE ' 4 / 1610 SF 1 OOP \ :: : \ \ I f E30AT STORAGE SU I LD I NC�S G N a f K s N^ C-1 U - u7 _ 1 G l l r uT t M ST :. �3I o. X �OATIN 51TRONS S YACHT CENTER z CD 9 T16.Q u� t4.1' z w at Mattituck, Town of Southold PLAN N l l "' r!° v x \ 610:5` '. .•.� �T1 \ Z a / 4.0' .�.\,.-=,.'�� .. '-T12.0• II U /ff ail y/ CO f Suffolk Count Nevi York DRAINAGE TO SEDIMENT s TRAPPING DEVICE / L1- N �� 1! ._._._._._._._._._._._._._._._•-- V. A \B1Q.5 ' \'II �f/ffftrfi; f`F.�Jm �aI REVISED SITE PLAN SEE NOTE 8 / GRAIL ORNEWAY f t 24 3 °.\ \ \ . '. V. '. I / w FER051ON It SEDIMENT CONTROL PLAN '.x• \ 1 I j, 1000 106 06 10 \ 1 1 1 County Tax Map District 1000 Section 106 Black 06 Lot 13.4 CONSTRUCTION NOTES z i / / a I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. o / ' ' -- _ 1 . 1 I '. w MAP PREPARED OCT. 25, 2020 0 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 I` RH D WIffES I / m FOOT MINIMUM LENGTH WOULD APPLY). I x P. 1 : , X a' THICKNESS-NOT LESS THAN 6". BELGIAN BLOC S 1 f N-1 �j °� Record of Revisions K I : "'I : ':.: . 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FJLL WIDTH AT POINTS WHERE INGRESS OR O EGRESS OCCURS. STpN f DR : : : I : '.I '• '. ' I : f �. �► x REVISION DATE S. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. Ygy FENCE J Z o 6. SURFACE WATER-ALL SURFACE WATER FLONJNG OR DIVERTED TOWARD CONSTRUCTION 2 \ : : I : I : : I: 1 f U1 0 ? q SHEET NUMBER DEC 15 2020 ENTRANCES SHALL BE PIPED ACROSS THE ENTRA40E. IF PIPING 15 IMPRACTICAL,A -4 (TI 0 d q DOCKS&HWM MAR.08 2021 J / \ I I 03 _..I -)I ` DOCKS MAR 12 2021 MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. \ I : : : I : : 5 < m v C9 -I. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL U ` 20 : : // MULTIPLE MAY 04,2021 \ I I I '• ljo) r MULTIPLE OCT 18,2021 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT \ Q 1 f� rr1 co � P OOCK SCDHS NOIA#3 JAN.03,2022 SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED p \ ' 1 OR o I '. '. : : � ' C "11 RAM IMMEDIATELY. \ O, \ S� Ntn . : I I : : '• / _ FLOATING SCDHS NOIA#4 MAY 05,2023 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T) \\ \ ( 1 FRPME �'I : M '• '• '• ~ SCDHS NOIA#SCDHS 12 OCT JUNE 16 2023 • '. : f CALENDAR DAYS. OpFtPOE 1 1 REDUCED SCOPE JULY 17 2024 FIRE ACCESS APR 08,2025 ED x a 40 0 20 40 80 120 STABILIZED CONSTRUCTION ENTRANCEo : : : I ' : : I : I '• • : ': f Scale: 1" = 40' NTS I I I : ' I : : . . I u, l JOB NO. 2017-0I65 DWG. 201-1-0165-site plan_2 12 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.127.2505 fax. 651.721.0144 N odmin®youngengineering.com -4r-- Tt..• a• .`s.:. „ ..... ..,._�,; .. `.§`€, ,.,. .4.<g o,,.,..-�„ ...« .y .« ^ �`{. «°r-.v' < , - .. : . +;z•«••,°x :r - .. • P\th !tlt� �> ,k: .., v 'd` • S , A: �, .. P .. V Howard Yi. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Dou los E. Adams Professional Engineer Daniel A. Weaver, Land Surveyor " •>s,^: 1 E p."•� yl „ .� ,. , > „! ,fit,-> � r � ,t °Pj now or formerly >,^ Glebe, Assoc ates, LLG now or formerly to r, � `& r '•F- € , - $ n.6 R f' , < _ 1 \` @ CY . > i nC^, t 1 , , a { P< F • '� a� � I ; ' ndv4 or 'former"I North Fork t me' "" a AA� 5 >RAMS $�� '''„✓a;,.q�.. P�` xh � AGC.T"" - �:•" �,-� ^pp $' t."`I, " .,f"", „ >.. r .. .. '., c • a„� „� +,i•� ` "�i`C> '-'� _ •� b• AR •� F'r© ect L.LG'1 + + $ SE ry . x Ip JK STO FR BUIL # 1 r°=. , .. > d."." ;i.: - _ > _ ,, �f .• x, �Z: `° ice'-:. ,.-. ' , + p V a` d' ;t I6z e. t J i\ vT1. i e�r < 2 a 3 , � e 1V� < s /,P e a' a' CJ �� � a '• ,'..�«a''.,fr,'m., •r/. -.<4 n �e $. ,.dP• / + '•aA' f „� A_ i :� F� ;). b _ , a'r`," r t r r � j(/(/, *ri! � .•bra- iS ,. .. .. , T _ f i a V b � O C' 1 t•Pa"� a i- h p _�,y 4' $ , 1v` f , b O # 1 o G MWw ,: 4 � < N + " ENGINEER'S GERTI F I GATI ON , .. '`� :. t ,.. x` ��•,� ;+ - .,,�` �..:.=a�""-�" k, j ''`�. •aunct�l•+lowlg I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE ( N , U OS, DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 0 , L STUDY OF THE 501L, SITE AND GROUNDWATER CONDITIONS, ALL ?� � �, „ •. „ " _ p 'P , �..,>�„ '-' 'i FACILITIES, A , �j•.. S PROPOSED CONFORM TO THE SUFF L UNTY '�� P .. . . - ,. ';( .'+. if > � M.. :{- • DEPARTMENT T OF HEALTH SERVICES GONSTRUG STAND SIN EFFECT AS OF THIS DATE. , ra8, F L• - l ) � V •�n � is !Q ae F 0' ef. -I 1' ,(" I U � 4 k m t >,m j Ir' i A 9 j ^t/ C` Q1 , I - 3 7 " Q � HOWARD W.o `I'QU G N. 5 i � Y. . L.S. NO. 45893n t£ a G�e n 2 THOMAS G. WOLPERT N.Y.S. P.E. NO. 61485 s - • < > > , 'a a' i, DOUGLAS E. M ADA 5 N. 5. F.E. 'r Y. P. 0. 80897 I a•j} k, ,�w � .P Via. > > .> � \ °/ } d.� 33 .w.ri.w"'.r.• O i' < , > < r < <v b- • SURVEYORS GER TIFIGA�TION y ... ;„.. i t . •h:' .P. n, n f iV w+^'."' , , ' ,OIIItcM�ifOptt• I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING o °.d" � # < : 'R * � �� $ �'335 I�*'�'_�--•- -•.-..--,_--•-' z` � '�:. OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS ;° � ,s:` � N���*'=P�=�"$�+��—"""r.._-•---�...:.-" _ MADE BY US, AND/OR UNDER OUR DIRECTION. Ij I , < F•• > / .. 4 04 417 's v f . I N 0 It 3 .i A �� r \ .� r. < x .$. •4 a 3 ... > r e .v o 'J h C :I /' w a` , 0 f t HOWARD G . 58 5 `.... _.._.... � �:" . . «. , �±"' ^� •>`°�V"' " YI 5 , � < `,"'"rw�rr.:..{I„�I,r f $t , T t � + _ � W. YOUNJ .S. L S. . 4q t < i ( J�PJ Q t , z , i , k Y 'r { 1 Ja F F ,✓ W t r. 3„ I• ,, P" "4 w' a , OAT 5 O T RArGE �U > ,r , I I7ITUGS , , , n a» •r 5TRONV5 YA G T CENTER at Mattituck Town of Southold by , I n�' r E Su f o f Ik Count Ne a ^ w York b: g} r�J� a• , >a REVI SED SITE PLAN N { ; „ , < ncaw .car.fnrmerl h o « o AERIAL O VER � f L L Y ellner �' i . > {e: t,a< _ Beni I1 e a 5e Ze rt r $ C y Ica, I P' r , e a�n w^,•o ^for rl 4 o m CountyTa X Ma District R� IOOO Section I I< £ O6 Bock 06 0 I_ t 13.4 'P !F `£P. a \i �E ° e , s , Jose .h Set �Tu�a b � a 3- . a , MAP PREPA F. > O ee x RED-N n 'Ntclr Tusr�` MAY 04 202$ I i S 't U > Rx >I $ t' .3 t i .. Record of Revisions F t' a : 9`F {' P 3» t ' : s ,t. I F >,., .k" r' 'd•.`i I a .. S n � r _ - RE VISI ON DATE Ubd1Vi iQn. Ma of ho e } crea MULTIPLE OCT.18 0 2 21 t• „4 r • e i .< 1` ,•.s,.' -• , •- ,. . , SCD HS NO IA#3 JAN 03 2022 SCDHS NO MAY 06 2022ed n .�anarJ 7I�14 s Ma� n4 t SCDHS N0IA#9 JUNE OS 2023 SCDHS NOIA#12 OC T..16,2023 REDUCED SCOPE JULY 17 2024 a < ( ^4 � z , > APR.OB 2 2 5FIR ACCESS - t 1` , i z3 s > I> 1 P' 3a<t .% t s A , t A , k 4 t " > a N m 100 O 50 100 200 500 Scale. 1" = 100, JOB NO. 2017-0165 DWG. 2017_0165_9ite plon_2 150 I5 O - MONUMENT SET ■= MONUMENT FOUND 0= 5TAKE 5ET e= 5TAKE POUND BOARD MEMBERS ;ti'a�Of S0Ujy r` Southold Town Hall Leslie Kanes Weisman,Chairperson ;�0�6� 0 lO q 53095 Main Road P.O.Box 1179 Patricia Acamporat Southold,NY 11971-0959 Robert Lehnert,Jr. '�' '� SOffice Location: �O Nicholas Planamento ,p� Town Annex/First Floor Margaret Steinbuglery� UNT`l,N > 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov rr ZONING BOARD OF APPEALS Sv b r TOWN OF SOUTHOLD 2 Tel.(631)765-1809 �Q OL ��T f �G i/"�C G3CCKD OMCRD MEMO MAY 2 2 2025 SOUTHOLD rOYiN TO: Planning Board PLANNING BOARD FROM: Leslie K. Weisman, ZBA Chairperson DATE: May 22, 2025 SUBJECT: Request for Comments ZBA # 8027 — Strongs West Mill, LLC The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT Strongs West Mill,LLC TAX#ZONE DIST 106.-6-13.4 ZBA# 8027 HEARING DATE Thursday August 7th, 2025 CODE SECTION DATE OF STAMPED SURVEY/SITE PLAN Last revised April 8, 2025 PREPARER OF SURVEY/SITE PLAN Young Associates Thank you. Encls. CTIARLES R.CUDDY � ATTORNEY AT LAW 445 GRIFRNG AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Bog 1547 May 20,2025 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Leslie Kanes Weisman,Chairperson Town of Southold Zoning Board of Appeals PO Box 1179 Southold,NY 11971 Re. Strong's Yacht Center Dear Ms.Weisman: In connection with the proposed boat storage building at Strong's Yacht Center at Mattituck we are enclosing nine(9)sets of application documents. The applicant/owner is requesting a determination as to the height of the building based upon the definition in the Town Code. 1. Current Notice of Disapproval 2. Application with Authorization 3. Project Description 4. Questionnaire Form 5. Three Photos of the Site 6. Transactional Disclosure Form 7. Site Plan 8. Certificate of Occupancy 9. Building Elevation Plan 10. Agricultural Data Statement 11. Town Property Card 12. LWRP Form 13. Environmental Assessment Form 14. Transactional Disclosure Form 15. Checks to the Town of Southold for the required fees. We would appreciate having this Application placed on the Board's agenda at the earliest possible date since the Applicant is proceeding with a Site Plan before the Planning Board. Thank you. Very truly yours, Charles K Cuddy Y CRC:dmc Enclosure TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 18, 2018 RENEWED: February 7,2025 AMENDED: February 7,2025 RENEWED: May 6,2025 TO: Charles Cuddy (Strong's Yacht Club) PO Box 1547 Riverhead,NY 11901 Please take notice that your application dated August 30, 2018: For permit to: construct a boat storage building at: Location of property: 3430 Mill Road, Mattituck,NY County Tax Map No. 1000—Section 106 Block 6 Lot 13.4 Is returned herewith and disapproved on the following grounds: �1 The proposed boat storage building is not permitted pursuant to Chanter 280-Bulk Schedule for Business Office and Industrial Districts which requires a maximum building height of 35 feet. The proposed height is 47 feet 9 inches. Additionally, pursuant to Article=II Section 280-127,the proposed use requires site plan approval from the Southold Town PlanningBoard. You may now apply to these agencies directly. Autho 'zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA APPI;ICAT10N To THE SOUTHOLD TOWN BO M OF A ff-E S AREA VICE - - 1uou seN,9°5780 Street West bill Road ]S-2mlel Mattituck SCTIM 1000 Sectlea: 106 1Blecgco 6 Loj,(s)10, 1304 ]Lot Size. 3206acres ZonaDlfi F(WE,)APPi,AL TFE TEN D.ET 1R'NMVAT1_1,DN OF THE D3 MD-IUNG INSPECTOR DATED BASED ON SNRVEY/S11E PLAN DATED Strong's West Mill LLC 1YaMnB Addxess° 5780 West Mall. Road, Mattituck, BY 11952 Telephone:- 631— � ° Jeff@stvomgsmarine a com INOIA s�:Fm addltkn to the move.,please eiamaiete beiow of applicawfio+fs signed by apial9em-Ps afteraeY,agent; arcWted,bander,comb7ae4 vendee,ete.and sae of pers fls who agent represents: Name of Represen¢aliveo Charles R. Cuddy, Rsq A3,(X)Gwm r Other. Address.- 445 Griffing Avenue, Riverhead, NY 11901 Telephone: 631-369-8200 1'am EmaRo charlescuddy@optonlineenet �'ieaes cFiecTs trr�sc£�wf:o yes wfslz crrayesyozad�zee to 6e sr�rz7ed�f.e7�z the abmve rza*nes: Appll�ar�fi/® er15�� (y)Au h,orked Repyerentafive, Other Nnm- e/Adore Belo,,. DA.u'D and DEINIED AN APPLICATION DATED 8/30/2018 FOR.- Pun,din,pennit ( �ceraflente of®cmmucy Pre-Centmmate of®copancy ( )Gnaw of Use ( �Permit fer As-Past.C®Bstxnetion (g)Other: .Site Plan Previsa,er of the Zones®n'• ;n ance Appealed. (lumocate AzMle,Seeflon,Subsection of Zoe®rrlirmce by r=berz.Do n,ot'geote the cone.) _AYaclea 1 8setl0na 280 Subsection: Bulk Schedule Type of Appeal° An AppeA is mad.for: )A YaAance to the Z9 ,F Cade er ZnnnM9IMapa ( )A Variance due to 1 �f-k of access reTluixed by Ne vv York Town Law Section. 280-A° •gE)Interprelallem of the Town cCGOe,A31cle 1 Section 280-4_Height of Building ( )Request for Revexsal or G erlaaran the Zones Queer's Deadal — Other A pAor appeal( )has, M his not been made p�tw one vdfn reaped to this propel t U1MER AppealNo(s)° Yeox(s)e ,Please be sure to research before co;;,aleting this gvesdon or call our office for assistance) 0 Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: THis is a boat storage building as permitted in the MII Zoning Use District. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: In::_order to store large boats it is necessary to have the door opening height proposed and, it is submitted, the building height does not exceed the height permitted by the Town Code. 3.The amount of relief requested is not substantial because: The door opening height was previously permtittdd and arguably is the height still permitted. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: When erected the building, in and of itself, will not casue physical or 9/ enyironmental harm. 5. Has the alleged difficulty been self created? { } Yes,or {X} No Why: The Town Code was changed during the course of the application. • Are there any Covenants or Restrictions concerning this land? { }No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signa Applicant or thorized Agent (Age t m submit written Authorization from Owner) Sworn to before me this�` day Of AA, 20 CHARLES-R. CUDDY Notary Public. State of New York No.02CU5872225 Qualified in Suffolk County Notary Public Commission Expires December 31, Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: Strongs Yacht Center LLC SCTM No. 1000-106-06-10&13.4 1.For Demolition of Existing Building Areas .Please describe areas being removed: N/A II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: N/A III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: None Number of Floors and Changes WITH Alterations: One Floor IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 69,076 sq.f t. Proposed increase of building coverage: 9.4% Square footage of your lot: 1,435,559 (Buildable Lands = 689,752 sq.f t. Percentage of coverage of your lot by building area(lot coverage) 19.5 Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): N/A For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): N/A V.Purpose of New Construction: Boat RtnragQ Ruilding VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Heavily wooded and sloped. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? No X Yes,please explain on separate sheet. See Site Plan C. 1.)Are there areas that contain sand or wetland grasses? yes. sand 2.)Are those areas shown on the survey submitted with this application? Yes 3.)Is the property bulk headed between the wetlands area and the upland building area? primarily — improvement outside NYSDEC jurisdiction. 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Board of Trustees: If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property,and/or the proposed use Marina with docks and service area. I (examples:existing single family,proposed:same with garage,pool or other) -,�Xz X< Autho ' d lure Date [ �1 Jeff y ong Board of ZoninE Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) Strong',s West Mill LLC I, byJeffrey—$trong residingat 1095 Westview Drive, Matt tuck, NY (Print property owner's name) (Mailing Address) do hereby authorize Charles R. Cuddy (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE`VITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Strong's West Mill LLC wne 's Signa e by: Jeffrey Strong (Print Owner's Name) 't 1 4E :�;�.<`, `�;�,`�t�t,, , -. fir, „ • �s ,?: _ ley +`t •� s •.(F �, •- `�•^' _ ��� .I f \ Y�a'r _� ., 'Y• `�Iw�r' J .4,7 t r {'V1w +J r�w`.,t�' t•�. � ', ',,''• i :�• �%r'.J. "v," a.f�•. 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R •ice— . • ;,� ,. r. •���v Z, r�r•°,.`�� .��: to ,f%~.��.�^ -i'r"t"•jar'' �-}'• •,�''_: :i Ng �" � � - }}mi�l:,� "+-Y " r- •. �,�"'�',•f'x •� -� �- '� 'Lc "ioti 76 '-..��,� �ri J i ��r-��<y�� �{lg.A. �. ter^• yr lw�%,� '.`�:A '.. :�,. J+�� / :,r.t�fr .. ��`. "�' ter- .rM"f+'V<-ri..i •'��Ci� ' f. fay � _�.: Bpi" � _ tr.- r .� �•<t�'c3 �' '� �. -' mow.?`•'.4'jl,.. r �� 1 r1 � V �„ �+ •.f �' t F7Y � .1` •w. �-K� v BUILDING AT BASE OF SLOPE ;S l ifs ��I Y.-a:�-mow' _;�,iV /it-�'•�,.,f� -��.(} .� �, •'arm`•'. � -ra• tj �+•'?s tf' �..y�`��a� � - i.�•}t �y '7"r;XM ��: �.. fig':'. '�► a •ate-. - _ �L�+1 '�•--� - •,ems'. `£��i�'�C".��w'' ti� 4•-'.•a�`�.'-��Sl`��r'h`` �� .�� ..�-� J1 " `�,�. A •�1�.��.,rM`ax �--�tf�t'x'. � } %::'- t.�'.t� �.'�Ily�y�b�yC ,� �i r •w - Y � �"',�iy�'�•••!!.��T"�' � s,r, ;�,��4; r`��` �i .yl!{+`yl�•,ti a h. � j�Y: _ram a, � � i.,.,, -..., ��:� �x:. _ `�.� • �• y > � �......r +•`I �._ +.alb- ' .tpa �.�.''"�ry �,<'',1. ���_ -fit '.� :SL! { r� �' '�ii+rv' -�f^..�► f1 'a� ��i+.ir?::'.'��'`�''!fG'�":ts�i:�s.."�:s.'S�C�.vif�� ���`.�..�� ~=ram APPLICANVOWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : Strong's Yacht Center LLC by: Jeffrey Strong, Member (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest.`Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 7th day of May ,20 25 Signature 71r Print Name Jeffre Strong • - -- -- • TOWN OF SOUTHOLD. NEW YORR DATE 11./19f 79 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2615 Dated September 29, 1979 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mattituck Holding Co. Appellant Mill Road Mattituck, NY 11952 at a meeting of the Zoning Board of Appeals on November 15, 1979, the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property (X)S Request for a special exception under the Zoning Ordinance Art. VIII §100-80B(15) ( ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .......... ....... paragraph ................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:05 P.M. (E.S.T.) Upon application of Mattituck Holding Co. , Mill Road, Mattituck, New York for a Special Exception to the Zoning Ordinance, Article VIII, Section 100-80B(15) for permission to construct a boat storage shed. Location of property: West Mill Road, Mattituck, New York; bounded north by Holmes & Killian, south by Foudy, Ziegler & McGunnigle, west by Leo Grande and Inlet Lodge, Inc. , east by Mattituck Creek. (SEE REVERSE) 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because CSEE UVERSE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. APPROVED G 2 / ZONING BOARD OF APPEALS FORM ZB4 ,� it)(, Charm, oard of peals TOWN OF SOUTHOLD, NEW YORK DATE ..AAd1G.n, .V, 1'1173 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1727 Dated February 8, 1973 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mattituck Inlet Marina & Shipyard, Inc. Appellant Hill Road Mattituck, New York at a meeting of the Zoning Board of Appeals on March B, 1973 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property � ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPi'ION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:05 P.N. (E.3.T.), upon application of Mattituck Inlet Marina & Shipyard, Inc. for a special exception in accordance with the Zoning Ordinance, Article VI, Section 600, Subsection C, and Article VIII, Section 8009 Subsection B, for permission to erect identification sign on side wall of building. Location of property3 south side of Mill Road, Mattituck, New York, bounded north by Mill Road; east by Mattituck Creek; south by Shore Acres Subdivision; west by J. Leo Grande, M. Chudiak and M. Galburt. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SSE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested 'arian^e ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE PROP _ ZONING BOARD OF APPEALS FORM Z81 oar a rjorie McDermott, Secretary 12/2/81 TOWN OF SOUTHOLD, NEW SORB DATE ................. ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2895 by application Dated September 18, 1981 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Norman A. Reilly as agent for Appellant Mrs. Katherine Ebert for Mattituck Holding Corp. Box 434, Mattituck, NY 11952 at a meeting of the Zoning Board of Appeals on October 15, 1981 the appeal Hres considered and the action indicated below was taken on your (X) Request for variance due to lack or access to property N.Y. Town Law, Section 280—a ( ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance l it }�C** NtCX Y4*M flx&*?1Yaa1 exception ( ) be granted ( ) be denied pursuant to Article .................. Section ................... Subsection ............... paragraph of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) I.,- Public Hearing: 10/15/81: Application of Katherine c ertNto%attituck Holding Corp. , Mattituck, New York (by Norman A. Reilly as agent) , for a Variance for approval of access, New York Town Law Section 280-A. Location of Property: Right-of-Way off West Mill Road, Mattituck, NY; bounded north by Mill Road and Kil- lian; west by LeoGrande and Cox Neck Road; south by Chudiak, Mc- Gunnigle, Zeigler, DeMaula and North Drive; east by Mattituck Creek; and near Boscola. County Tax Map Parcel No. 1000-106-6- part of 13.3. (SEE REVERSE SIDE) 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance(would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the prev ous decisions or the Building inspector a firmed ( ) be reversed_ RECEIVED AND FILED BY TFiE SOUTHOLD TOWN CLERK CG:lk DATE Uplrrl HOURp:WA ZON G BOARD OF APPEALS FORM ZB4 own Clerk, Town of §Othold FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY Date ............................iTO.MA2' j-, I9.66.. THIS CERTIFIES that the building located at ....� ..... j:1..Road.,f,�.,Ka tt-i e InlAStreet Mop No. ,XXx............. Block No. ..�.�............ Lot No. ...V .........I'attituak-9.....N. Y ....... conforms substantially to the Application for Building Permit heretofore filed in this office dated ........................8&pt-I...... 12.........., 1965... pursuant to which Building Permit No. ...2.869,.. dated .. .... ..._............I9ev-pt........22—....., 19,65,., was issued, and conforms to all of the requirements of the applicable provisions of the low, The occupancy for which this certificate is issued is ........ .......... ......I.........�Mat••fstonage•t. •,.shS..rrya rd...E.ta. ............................ The certificate is issued to j� .ttl� C 13]Qt 3'isap & s#zSpya��d..�Aa.....•.......wner.. (owner, lessee or tenant) of the aforesaid building. Build: I ng ns pecto ]F OUN NO. 4 TOWN OF SOUTHOLD BUILDING: DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No. M ...... Date :....................... 1 .......I .......... THIS CERTIFIES that the building located at Mill..Road..@-Matt;j.tt;0k.-jalet.... Street Mop No. .....Y+a............ Block.No. ...X%............. Lot No. xx.........Kgtt .tuekjj, • •X.Y... ...........I conforms substantially to the Application for Building Permit heretofore filed in this office doted ...................................... pp�.t......49...... 105.. pursuant to which Building Permit NoO$ 9,.;... dated ..............................SAPt.......22...., 19..65., was issued,and conforms to oil of the requirements of the applicable provisions of the low. The occuponcy for which this certificate is issued is ........ r. .)...................................................... The certificote is issued to ...... (owner, lessee or tenant) of the aforesaid building. ............ ....... . .. ......................... Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. 2b252. . . . . Date Dec 2?+. . . . . . . 19. 24 THIS CERTIFIES that the building located at W. Mi11 lead. . . . . . . . Street Map No. xx. . . _ . . Block No. XX. . . . . Lot No. . = . Y4ttAGVe* . .N-X- . . . . . . conforms substantially to the Application for Building Permit heretofore filed irx this office dated . cc,t. 2o. 19.7 1 . pursuant to which Building Permit No.5a7FZ. , . dated 00 t 20. . 19 i 1., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is du*tx. 41 pta�3 1,i}� (bo$t tgrage_ & pgpgira) The certificate is issued to Mattituck ln.l.at.Marine, Inc .Owne . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . N.R. . UNDERWRITERS CERTIFICATE No. J?9Mling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER . .5970 . . . . Street . . Wet)t.MAII. RQ4d. . . . . . . . . . . . . . . . . . . . . . 1 Building Inspector FORM NO.4 •I.OWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold,N.Y. Certificate Of Occupancy No98Q6Z. . . . . . . . . . . . Date . . . . . .December. .26. . . . . . . . . . . . .. 1979. THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property .577.0 ,We at .1402 -Road . . . . Mattituak . House No. Street Hamlet County Tax Map No.'1000 Section . .106. . . . . . .Block . Q6. . . . . • . . . . .Lot . . .9.. . . . . . . . . . . . Subdivision . . XX. . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . X. • . . .Lot No. X. . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated I�QV,e�g1T��]r' .'��, . . . . . . 19 79 pursuant to which Building Permit No. , 104m.z. . . . . . . . . . . dated . . . ... . . . .Nomember. .16. . . . . . 1979. ,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is . . . . . . . . . . . . . . . . . . . . . . . . . . . .Boar .stomge. Wilding. . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . . .Ma ttituolc. Holds • :Qp (own' . • • • • • • . . . • . • . of the aforesaid building. Suffolk County Department of Health Approval .14111 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . 11/R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bull Aingspector Rev 4/79 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy hTo G- 16261 Date October 6, 1987 THIS CERTIFIES that the building , , CONSTRUCT ADDITION TO BOAT STORAGE BUI1,DING Location of Property 5770 Mill Road Maccituck, New York Nousc No. Street' Ham/at County Tax Map No. 1000 Section . . ..... . . . . .Block . . — . . . . . . . . . . .Lot . . . .. .. . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for ,Building Pennit heretofore filed in this office elated Septeeiber 29, 1984 13532 Z . . . . . . . . . . . . . . . . . . . . pursuant to which Building Permit No. . . . . . . . . . . . . . . . . . , . . . 1984 elated tlDVeniber . ., . I . . . . . . .. . . was issued, and conforms to all of the requireinents of the applicable provisions of the law.The occupancy for which this certificate is issued is . . . . . . . . . ADDITION TO EXISTING BOAT STORAGE BUILDING The certificate is issued to . , .�`TTITUCK MOLDING CO. (owne���BY�r�� l`X of the aforesaid building, Suffolk County Department of Health Approval . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [JNDERWRITERS CER'rIf~ICA'1'E NO. . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBERS CERTIFICATION DAZED: N/A uiWing Inspector SUBJECT TO OKF YEAR REVTEH BY Pl-"NING BOARD Ray. Val FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Of Occupancy No. A17354. . . . . . . . . . ZZ � . ,1.9.8 . . . . . . . . . . . . . . . 'T'HISCERTIFIES that the building . , . ,ONE, FAMILY ,DWLLLTNG Location of Property 5I08 MILL ROAD HATTITUCK House No. , . . S;rear "aynlet County Tax Map No. 1000 Section . . . .10 6 . . . . .Block . . . . 06. , . . . , . .Lot ,��°„1 3 : 3. . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .Filed Map No. . . . . . , . .Lot No. . . . . . . . . . . . . . conforrns substantially to the Application for Building Permit heretofore filed in this office dated S.E.FT... 14 , 1 9 8 1 pursuant to which Building Permit No. 1 14 29 Z. dared . . , , . . . t. . 2 l , 1981 was issued, and conforrns to all of the requirements of the applicable provisions of the law. The occupancy for wltich this certificate is issued is . . . . . . . . . ONE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE . The certificate is issued to , , , KATRERINE EBERT of the aforesaid building. Suffolk County Department of Health Approval , . .11)7.079.0. Sept . 26 , 1988 UNDERWRITERS CERTIFICATE NO. . . . . . . . . .N546005 Dec: 1.4 , 1981 PLUMBERS CLRTI ICATION DATED: N/A Duilding Inspector scar. 1/81 f FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPi4RTMZNT Office of the Building Inspector Town Hall. Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17562 Date DECEMBP.R 2 1988 THIS CERTIFIES that the building RENOVATION Location of. Property 5770 MILL ROAD MATTITUCK ouse No. Street Hamlet H County Tax Map No. l000 Section 106 81ock 06 Lot 13.3 Subdivision XX Filed Map No. }]j Lot No. XX conforms substantially 'to the Application for Building Permit heretofore tiled in this office dated Mp,RCIi 2, 1988 pursuant to which Building Permit No. 16805Z dated„ MARCH 14 1988 was issued, and conforms to all of the requirements of the applicable provisions of the Law. The occupancy for which this certificate is issued is 2ND FLOOR RENOVATION. The certificate is issued to MATTITUCK HOLDING CORP. , (owner, of the aforesaid building. SUFFOLK COUNTY DEPARTMENT of HEALTH APPROVAL N/A I UNDERWRITERS CERTIFICATE NO._ NO38068 OCT. 06, 1988 PLUMBERS CERTIFICATION DATED MATTITUCK PLUMBING & HEATING 6/16188 Building InspEcto= Rev. 1/U1 I BURN ti0. 4 TOKX Or!" SOUTHOLD BUILDING DEPARTMbIT office of the Building Fndpector Town Hall Southold, N.Y- i CERTIFICATE OF ocCupmcY iNo Z-23U19L Date MAX 31, 1994 THIS cZRFrViEs that the building--ACCESSORY Location of Property 3430 WEST MII.Y, ROAD CA House Ito. S.Eiee� Hamlet County Tax Map No. 1000 Section ].AG Block 6 Lot 13.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Fermat heretofore filed in this office dated DECEMRLR 1, 1975 pursuant to which Btiilding Permit Na. 8322-3 dated DBCEM=R 1, 197S waa i®sued, and contormo to all of the requir6menta of the applicable The occupancy for which this certificate is provisions of the law� iscued is AUCEESSORY STORAGE BUILDING AS APPiIER FOR. The certificat© Is issued to MATTITUCK ROLDIN6 CORP. poscoLA) (owner, lessee or tenant) i of the 'aforesaid bullding. SUFFOLy, COUSITY DSPRR£14SNT OR HEALTH APPROVAL 11/A ! U,iDERWRj'.rII1-1S CRRTIFICATG NO. _ N/A Ii PLUMHEP9 cjRTIFICAIION DATED I * Z - ' duildLW 3%-spector i � Rev. I/81 � i � i ! I AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose_ of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NANIE . Charles R. Cuddy on behalf of Strong's West �lill_LLC .(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tag grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) interpretation of Code Planning definition Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. DIES NO X If you answered"YES",complete the balance of this form and data and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate:entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or ID)the actL:ad applicant DESCPd.PTION OF RELATIONSITYP Submitted this 20th day of May ,20-2,5— Signature Print dame Charles R. Cuddy AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:_ Strong's Yacht Center LLC 2. Address of Applicant: 5780 West Mill Road, Mattituck, NY 11952 3. Name of Land Owner(if other than Applicant): Strong's West Mill LLC 4. Address of Land Owner: 5780 West Mill Road, Mattituck, NY 11952 5. Description of Proposed Project: Construction of a 65,100 sq.ft. Boat Storage Building 6. Location of Property: (Road and Tax map Number) West Mill Road 100 feet east of Naugles Drive 7. Is the parcel within 500 feet of a farm operation? {Kj Yes { }No 8. Is this parcel actively farmed? { } Yes t} No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1 David W. Cooper 2200 Breakwater Road, Mattituck 11952 SCTM 1000-106-9-2.3 2 Denmelexnic Farms LLC 3685 W. Mill Road, Mattituck 11952 SCTM 1000-106-9-4.9 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) May / 7 /_2025 Sig e t Date Je ng Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. -'� ►-3. 4 TOWN OF SOUTHOLD"' jPROPERTY `RECORD CARD - OWNER (STREET .2 (_1 VILLAGE DiST,I SUB. LOT t . � � S. ���nG,S �... �•. �1L DAD �AT�,Tdc�' _ I `� j FORMER OWNER N �} E .� ACR.,/� a4h4ucr- .0 S s •I TYPE OF BUILDING L1. � .�5.�� -RES. c.%� SEAS. i VL. I FARM ,� I COMM. CB. MILS. Mkt. Value LAND t IMP, I TOTAL DATE REMARKS - J p ' .l7vsu. ` Q I 3 d 11j/'73 /!1� 73 !u.Cetl�vsc D �Slc�i /3.�t/ �e fJ. C�i a�.o i 0 tJ x J G 12/ 4 e,e S' :i 7^=" N ya A. /o i S•a1ID ' IGa• aod .� al'�r'U r �R�. eo 3�i s/ f 1 1\ Z -Co t aYr'r b .r �`-�— —�- - , ,� y3 o-a v � � a-o � t �l�` �L '��� G � 1� 5/a� /- C, �//o, 4ap �•r' pfo���z t� �'�•'i :� �!• r ;�,-; `-,si:::�J � -4• .� sc-S'' / ���a $ia I D%9�• Ufa! s �r�yc �/�. G=� ��mao f/ 92 Z a//b A3l'006 - •r Qi Z- 9fr 92/9'3-�7 -1oc i 191,4- f ^�1� 1 - 'Li C: �� `/ J l 1 F�'7.0,�! �KJ��dT -T 4. f> Tillable Vi 33 FRONTAGE ON WATER + i $D't, ,,a 1 h f •� 1$� :' � 8,t z . i � _ --- I Woodland FRONTAGE ON- ROAD . . G=.? � u<: =t� �S . i -C�r�. oO�Dda Mc$dowlaci�- /� a o DEPTH !1 3 0 1'-1 3�r'f ��a-�1 1�' Gk J�Id� 6 uc House Plot \, r I ! .r BULKHEAD — - G S•36 32• ; Total t . . � ; -92 $L(3 K+I Co knit _ -- -TOWN bi SOUTROW-- �IER-TY-I�-��IY-CARD� "�` ��=I STREET - VILLAGE DISTRICT SUB. LOT ` FORMER OWNER , N E. p ACREAGE _ { TYPE OF BUILDING RES. SEAS. VL. FARM CdMM (ice I tND. I CB- I MISC• I Est&kt. Value — LAND IMP. TOTAL DATE REMARKS • •� fi '1.• ca4_ r •�-f••.� �-,� (J Cc C 1 �b d Off' �J f �^6c�Gs- f� /. �- J. -'fix 1 16 c: /► 2260 i AGE / y� �ze J 10N r <7 NEW NORMAL BELOW FRONTAGE ON WATER Form Acre Value P4Acrolue FRONTAGE ON ROAD 7 7 1 - BULKHEAD Tillable 1 — J ----DOCK - Tillable 2 - Tillable 3 Woodland Swampland Q Brushland,--! House Plot Tota I ..� .-Qa* TOWN OF SOUTHOLD PROPERTY RECORD CA.RD ' A -,?If- :)WNER ISTREET VILLAGE DIST. I SUB. LOT FORMER OWNER N E ACR. w TYPE OF BUILDING ;A ES. SEAS. VL. FARM Cotvkm-V,-6. MICS'. mkt., Value LAND IMP. TOTAL DATE REMARKS L 1 -77 1 A 0 7-7- hlol-DIV 0, lwc. 7� W.4. f?4(4: P .27 pgIl-' 179' SoLlp 0 ecil I, 'illable FRONTAGE ON WATER Vccdland i FRONTAGE ON ROAD Aecdowkwid DEPTH louse Plot 1 i BULKHEAD otal i l -_ - -- - t .- ,...-m var5��.... V.....':.c-•.,mds_v�--ter=_- - —_ •S..Z=...- �".�. ,, ••""- - - � t�t T 1 V i ' I I Me ad '01S, - k — I ��- 3,�T, j Foundation I� C . Bath ii --- Extension Basement �v�� Floors Extension Ext. Wails Interior Finish �j• ,� Extension Fire Place Heat i Porch Pool Attic Deck Patio Rooms 1st Floor Breezeway i Driveway Rooms 2nd Floor Garage ! � � 8, � V _ j `;` - o. B. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions includnlg Building Permits and other minister ial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- supportin ft . If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtowanorthfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTAM# 1000 _ 106 a 06 a 10 and 13.4 PROJECT NAME Strong's Yacht Center e Boat Storage Building The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency a--'ion(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit,approval,license, certification: tr Nature and extent of action: Construction of one boat storage building, 65,100- square feet, together with associated site improvements, including water supply, sewage disposal, r gra ing rainage, landscaping and ig ting. Location of action: South side of Mill Road, approximately 100' east of Naugles Road, at Mattituck, Town of Southold, New York Site acreage: 32.9559 acres e boat storage on 16 acres M II zone Present land use: Marina, vacant Present zoning classification: Marine II (M-II) es' e a ow Densicy A kk---8u) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Strong's Yacht Center (b) Mailing address: 5780 West Mill Road Mattituck, NY 11952 (c) Telephone number: Area Code O 631-298-4480 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ® No❑ If yes,which state or federal agency? NYSDEC - Tidal Wetlands Permit or Letter of No Juris iccion C. Evaluate the project to the following policies by analyzing how the project wiH further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that euhauces cor.�auaaanity clannacter, pa•eserves open space, anakes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LVRP Section III—Policies; Page 2 for evaluation' criteria. 0 Yes ❑ No ❑ Not Applicable The project will enhance community character by construction of one (1) new boat storage bulding, The project provides beneficial use of a coastal location for the nau ing and storage of boats. Attach additional sheets if necessary Policy 2. Protect and preser--ie historic -nd anchaeological iresomrzes cd f he To)-an of Soautholdo See }LWyRP Section III—Policies Pages 3 through 6 for cvaPuz.,on CR-iteria 0 Yes ❑ No ❑ Not App6 cable There are no known historic or archaeological resources on or near the project site that would be adversely impacted by the project. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria, .Yes ❑ No ❑ Not Applicable The proosed project will not have a negative impact on the `7ic„a1 M7.'nl'—t'3r nY scenic resources of the Town of Southold All proposed utilities will be underground. The project will have no impact on visual qualities of Suffolk County Route 48, State Route 25, agricultural land, open space and natural resources Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages g through 16 for evaluation criteria 91 Yes ❑ No ® Not Applicable The first floor elevation of the one (1) proposed boat storage building is set at 10.Uto minimize the loss of life, structures and natural recourses from flooding and erosion. Attacli additioiml sheets if necessary Polio S. Protect and improve water qualitry and supply Town of Southold. See LdVRP Section III —Policies Pages 16 f:`hrough 21 for vv.-du afiaon criteria ®Yes El No ❑Not Applicable The project includes construction-of a new boat ctoarage hn,_ lding to be SP3=Ad by connection to the public water supply and construction of conventional on-site sewage disposal systems There are no down-gradient water supply wells (public or private). Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See. LWRP Section HI— 'ali,�Pies, pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑Not Applicable The proposed project has been designed to protect and restore the quality and function of the Town of Southold ecosystem, significAitt coastal ash and wildlife habitats and wetlands. A project limiting fence and hay ales, where appropriate, wille p ace along the limit of clearing, grading, and ground disturbance. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LNVRP Section III — Policies Pages 32 through 34 for evaluation criteria. ® Yes ❑ No❑ Not Applicable The proposed project will=t have a negative impact on air quality in the Town of Southold. Attach additional sheets if necessary policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LNVIBP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable The proposed project will have little or no negative impaction solid waste—hazardous— substances and hazardous waste generation within the Town of Southold. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use ol", c,,Dastal pub.'Alle lands, and public resources of the Town of Southold. See LWRP Section VI—Policies; Pages 38 t.-R)rough 46 for evaluation c feria. 0 Yes❑ No❑ Not Applicable The project has been designed to provide for hhe enhancement of access to, and recreational use of, coastal waters of the Town of Southold. Attach additional sheets if necessary WO1IC[NC COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable Refer to Policy 9 Response, and note this'is-:a water dependent use. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No xx❑ Not Applicable This is marine use and does not impact agricultural lands. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Al -TITLE Agent for Applicant DATES-7 �,g,5- Charles R. Cuddy Amended on 811105 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completine Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Strong's Yacht Center-Proposed Boat Storage Building Project Location(describe,and attach a location map): 5780 West Mill Road,Mattituck,Town of Southold,NY Brief Description of Proposed Action: The proposed action includes a revised site plan for boat storage.This includes the construction of a boat storage building to the west of the existing buildings. Name of Applicant or Sponsor: Telephone: 631-791-6113 Strong's Yacht Center LLC,Attn:Jeff Strong E-Mail: jeff@strongsmadne.com Address: 5780 West Mill Road City/PO: State: Zip Code: Mattituck NY 111952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Planning Board-Site Plan Approval;ZBA-Height variance(SEE BOTTOM OF PAGE FOR REMAINING APPROVALS) ❑ 3. a.Total acreage of the site of the proposed action? 32.96 acres b.Total acreage to be physically disturbed? 4.99 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 32.96 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial © Commercial m Residential(suburban) ❑Forest ❑ Agriculture © Aquatic m Other(Specify): Open Space(Mill Road Preserve) ❑Parkland Page 1 of 3 Board of Trustees-LWRP Consistency and Wetlands Permit Highway Supt.-Review temporary road apron(Haul Road);SCDHS-Variance(granted),Water Supply/Sanitary Disposal;SCPC Referral;NYSDEC Tidal Wetlands Permit Modification and SPDES General Permit 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: W1 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: El F71 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: mShoreline g] Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? El ❑✓ Northern Long Eared Bat,Piping Plover 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑✓ If Yes,briefly describe: Leaching pools and french drains 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO I YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: Z ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: Z ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Stroon/n�g's Yacht Center LLC/Prepared by PW Grosser Consulting,Inc. Date:2/13/2025 Signature: C'�'``�" Title:Vice President Ki ennaro-Oances.AICP CEP PRINT FORM I Page 3 of 3 EAF Mapper Summary Report Thursday, February 13, 2025 8:48 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF Ap question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to i w DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a � substitute for agency determinations. J tin nri •-*"143 KlnaMan lain Ada-I SouOl� Totonlo f e � � �1arnYton p0011Gt5r j °IVILI- AUtMy 31 u Q,,�a�dtio vt Scnur&s;Esr.HERE. Garmi�,LISG.l termar.INC Aa�"� Sources Esri, HERE Ga-rnir USGS, Int.-miap, ItiCeRENAENT F i"Van,Es lapar-F•1ET1.Es�l JRCLI..Esri!Jpi+"t I-AE-i Esn t.s �h JRuah Cvra!~_ong K Er K r5; Es i Chr=IH-crn Kag ?ri Karea Esri 1 anfl,, Z40n'UperStr�tNl1p cn tri;-rtOs alij arc tie GIS Uoe`ter �it; FA HEFE G rir'm,Ix NFSLl t'the GIB U,. c9nr Part 1 /Question 7 [Critical Environmental INo Area] Part 1 /Question 12a [National or State Yes Register of Historic Places or State Eligible I Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat, Piping Plover Endangered Animal -Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report l 22 SEE SEC NO 099 a SEE SEC.NO.O79 , MitO Ni 4A(c) MATCH LINE;2 - MATCH 7 LINE : R -oil pm No t W. .5a o NO - i. �' w - s c•-.� Op, '-••___ •� __.__ I `��'R_0. No - `:owwa 2�oy.•-c--•n• 310 •'e• �t, ea rt.r�.e •'R -It a Za1 R. re IAA j 470 i.'--------- 13.E i 4 32.6MC, r, { 13.1 7� �� • .. 2.3 25.9A(c) i 392 4.9 i�y' y 25.1 25 14.3A �Zi •. ___--' Ic ` 1, 6.. 272 to it call - 203 TOWN OF SOUTHOLD Y• . w c' IA2t1li; if- 171 20.4 cur -'' . ' s ` , am_ � tZ ;y. 4 y" { .' ' s - j Y- �- ,9•__ 1�' I• I vV4ri�wCcry' 24 :Y 40'I'�N `1svc1 1�(,� • . 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