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Home My WebLink About#8027-Strongs Marine Site plan 4-8-25 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York II1-f01 A �T tel. 63I.727.2303 fax. (53I.727.0I44 1 admin@)youngengineering.com Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor O V c h S S 1 TE DATA �0 a 3�"t; c4�9 now or formerly TOTAL AREA = 1,435,55a Si= OR 52.a55q ACRES ILI)13 582 0 Glebe Associates, LLG ��33q 22 138 46� `S�`3 IS, ZONING USE DISTRICT = MARINE II (M-11) j now or formerly RESIDENTIAL LOW DENSITY A (R-50) z ZO }6�00 R. E. Strong VERTICAL DATUM = NAVD Icla5 ow S� TOTAL DISTURBED AREA = 5.1771 ACRES -�N S 584°53'40"E O-i �p a (R-80) D 157R1 GT > Is" `` _--- ----Ig8.46' � LOT AREA = 715,474 SF `, _ -_--_----- ____ _ • T i — ---- --- _-----_---j_1 1 .` (M-11) DISTRICT so.o8 Y no or formerly N84°53'4o"w \\ ��O\° w 20 w LOT AREA = 717,oa5 SF SrR w North Fork vl i \ S��E ,�mry D� FRAME WETLANDS AREA = 27,555 SF YqC �/UG, U \\\ 2FFzP �ry��om GARAGE BUILDABLE LANDS = 651,752 SF OR 15.5345 AG yT c s Y Project, LLG c90 �. °' ; \\� No�S PGA ��.�" oo°� 11 FNTE C�Q N54°OS 20 E rnT % Q o" X ST G B D G R = O S PROPOSED BUILDING AREA - 62,510 5F o U `- i i °\ ?{��2 7' �s TOTAL BUILDING AREA = 13I,586 SF _``� Leo \\ ` O N(p� 100 s ' tS 40 9rgn hoW \v off. S R N — LOT COVERAGE = 151,556 SF / 6511,752 SF = I Q.O % Qe or , , o R j FR E I S� O a q pot, i i �° 2 BUILDING O° S / ly�er no EXISTING VEGETATED AREA TO BE RETAINED = 7.65 ACRES 170 rl^g �y Oi PROPOSED VEGETATED AREA = 1.50 ACRES �oC i 9 TOTAL LANDSCAPE AREA = 6.415 ACRES CANC� Bq o 0 �� l e Tr(/st � � MSTpRy CP N °a PERCENT OF LANDSCAPE AREA = 5.015 AG / 15.55 AG = 56.5 `% YVIEW AVE• 60 I ' J A S�No0SE (Al, e°jNc v' O NOTES FR&G N fit) rn q 45 N Ja g81 51S611yd Ur{(n q ° q0 80• THIS MAP WAS MADE UTILIZING SURVEY PREPARED BY NATHAN TAFT GORWIN III, LAND SURVEYOR, DATED MAY at, 2017. 0G'y DOi 9j 3 STORY Ill � °0/� �� S� BUILDING p � 84. ,o � , 8� S81 1 ° � ro '� 321201, // 9Q U9'vO� 03Q0"Nn 5g� KEY MAP 01R6,5° n SCALE: "=(000' Ng Q1. O G m < cm , N m � w ;l 00� / 0 �I/O O RPME O V r N� rn ,. uj'zz GCSE P V NGPRPGE 0 I ° 33$ OG O SHED C P 0 � ENGINEER'S, CERTIFICATION • 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE p 200,0 I N DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME 'Z N7-8°IOO� _ ' �p w ^ OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH / f� Q -P \ ' STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL N — FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY k0U CO N• �_ DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN \ EFFECT AS OF THIS DATE. 0� � V 0 ti�0 ?o Q/ <v m o,� q/ �rn p �w �(�m 58'1°12'58"W O 4 0 7 0/� V/ h� 2.3a HOWARD W. YOUNG, N.Y.S. L.S. NO. 455(i5n °� SI5°Sq'I I"W THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61455 <'O, Q / 335 26.27' DOUGLAS E. ADAMS, N.Y.S. P.E. NO. aO8ci7 SUR\/E)O'OR'S CERTIFICATION ,p,uuq-..41mm.. 540°16'33"E 01 6 �► j� • 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 'G�, / o fy r 17.52 OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS ° S81°58 „ MADE BY US, AND/OR UNDER OUR DIRECTION. Tho ho`v o O � �� ry 8g.7q' 34 E m4s A for o hhi�or. C v�r/y `y N6T 4��// / ��o�� \9 2 _ of cG�h�i �DO'�v $/ m � O 6°48 � N7/ 3?6.31' BULK SCHEDULE FOR MARINE-11 (M-10 DISTRICT 9$ O 223p w N71077q, / o 0 NS W u„ate uoua. \ N66 4 71.34' q°56110„ ACCESS ROUTE I ryJ N5500213011W /V 2 y / PRINCIPAL CODE PLAN ° w W 423 60, 9� oo - �0emry HOWARD W. YOUNG, N.Y.S. L.S. NO. 45aQ3 LOT SIZE 50,000 SF 717,055 SF W 3�T ��A I to 'rye LOT WIDTH 150, 740't 32�"�(`� ' 7 Q LOT DEPTH 150, I,600't T O� O ° \5 �, 1 74.10' 11 N87 36 0" N8a 20'20"W 31'251 " I I K FRONT YARD 35' OF Form 56 �, 586 10 20 W N 4 SS4 2q 50 w N77°55$5 \ 1 BOAT STORAGE BUILDINGS SIDE YARD 25' 2a.0' Seth ray / 6�3040'2° w s6. ` 3 STRON& S YACHT CENTER o now or formerly g-18 l0 40.Iq, ° BOTH SIDE YARDS So' 77.7' /a j Russell Zellner 4 N8o°27'40,,w at Mattituck, Town of Southold REAR YARD 25, q1.3' Denise Zellner nj Suffolk County, New York LANDSCAPE AREA 20 % 56.5 % +per now or formerly REVISED SITE PLAN N LOT COVERAGE So Ia.o Joseph Seth Tusa I$ N Z Noreen Mary Tusa GENERAL LAYOUT 06 BUILDING HEIGHT 55' < 35, 1000 106 06 10 NUMBER OF STORIES 2 2 County Tax Map District 1000 Section 106 Block 06 Lot 13.4 subdivision Map Of "Shore Acres" MAP PREPARED JUL. 03, 2015 filed on January 3, Iq 14 as Map no.41 Record of Revisions REVISION 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 SCDHS NOIA#4 MAY 06,2022 SCDHS NOIA#9 JUNE 05,2023 SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 FIRE ACCESS JULY 17,2024 APR.08,2025 a N N m 100 O 50 Ica 200 500 0 Scale: 1" = 100' JOB NO. 2017-0165 DWG. 2017_0165_5ite plan_2 I OF 13 O = MONUMENT SET = MONUMENT FOUND Q= STAKE SET e= 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 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)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II1-f01 tel. 63I.727.2503 fax. (55I.727.0I44 admin@)yourgengincerin(g.com owt� Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor N 1 S�OROVSE a _� -A 1 O FR&GP PEE 3 � 1 _ 0 0 If 02. !n U w Z I o AMP FLOADOCKO20.91 OOL ° SHED a 0,3• au7 �> now N ga 60 N78°1p o0 rrw Donna M>=r Merl y � I S �i000-io6_6_oscolo I to �oo•oo' 1 � cs, vo It J Q 2 Q_ �U / 4,rQ a W W m � / h p'Q F_ U N N 69 46 �Q N N k 20, fll 24.58' m a FLOATING DOCK \� J OF F J °m J (By OTHERS) / 0 3 T o 42.38' _zz- 0 26.27' 4 6' HIGH 8 FENCE .: ,,_ ;-� 'i-. ,,�-;='`;' • 0 �' a o VINYL GLP�D x 6o. o LL Q / 3 0000 3 i FLOATING DOCK RAMP / U U� P1+/� 604• �� 'All / '� ENGINEER'S CERTIFICATION APPARENT HIGH WATER Z;S / MARK IN COINCIDENT WITH BULKHEAD • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWA6E DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME I OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH °rye STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL AT 540°16'33°E FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY / �ry ry 17.32' DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN 20 EFFECT AS OF THIS DATE. l s 581°58,5411 �� o TIE LINE ALONG JO W EDGE OF MARSH Q? 406. SCC) ryr;`�C. /� Q HOWARD W. YOUNG, N.Y.S. L.S. NO. 458�i3n � 0�� THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61455 _° S S b. DOUSLAS E. ADAMS, N.Y.S. P.E. NO. 808ci7 #4 oy ��'' 5UR\/EYOR5 CERTIFICATION �✓�� S �W � � immcre.4lmut. m � ^I SE OF EROSION 335' / ��_ _ Q, I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING GO�R0L BLp,NKETS �° 2p Q o OFFICE RECORDS, AND BOUNDARY AND TOPOSRAPHICAL SURVEYS (8Y OTHERS) �QO^� �j MADE BY US, AND/OR UNDER OUR DIRECTION. Cj lu lu ° 1z, r I 6 N l l 4 p' 3�, UOUp / I ti� 6�S V) TIDAL VEGETATION AREA V �2o Z 2 200 / ' S V EDGE OF MARSH / �^ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113 o 96 — — — 0 �F • 0 0 �qY BOAT STORACGE BUILDINGS STRON& S YACHT CENTER 9 WOODS N SETBACK L I N>= GONGRErE �� 42.60' �r'giNiN6 5a6°10'20"1nl -I4.6-1' N87°36'S0"W 182.66 (0 0„W NSci°20'20"W 56.101 31.25' WALL _ s of 51�° N8o° , woo at Suffolk k GountwnNew York Id M now or formerly 274o'yy 5a4 2a 50 W N��° y Russell Zellner WOODS now or formerly 55y I REVISED SITE PLAN Joseph Seth Tu5a 4enis ZeIIerN s Z ALIGNMENT PLAN Noreen Mary Tusa s N subdivision Map of "Shore Acres" Z� `� 1000 106 06 10 filed on January 5, IcI14 as Map no.41 I— subdivision Mop of "Shore Acres" wooDs cV County Tax Map District 1000 Section 106 Block 06 Lot 13.4 j� filled on January 5, Iq 14 as Map no.41 MAP PREPARED JUL. 05, 2015 Q340•19' Record of Revisions / Z. REVISION DATE \ TOS,NYSDEC NOV.20,2018 NYSDEC JAN.02,2020 O BOSCOLA RESIDENCE FEB.10,2020 SANITARY&DRAINAGE JULY 01,2020 S 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 FIRE ACCESS APR.08,2025 N m 40 0 20 40 80 120 0 a JOB NO. 2017-0165 Sca I e: I" = 40' DWG. 2017_0165_site plan-2 2 OF 15 El MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET e= 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 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)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II1-f01 tel. 631.727.2303 fax. (531.727.0144 admin@)yourgengincering.com N • owt� Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer DRAINAGE CRITERIA $ CALCULATIONS Daniel A. Weaver, an Surveyor W E V = VOLUME (OF) IX V I I I EI_ECTR C 61 A = TRIBUTARY AREA (SF) �, �, ��NDER,�ROUNb R = RAIN FALL (IN) I WELL IX SEI �) TO I60G GOEFFIGIENT OF RUN OFF I IFROMITHIS STING\ I �� EARTHWORK DATA S I �+ I I �UTILIT-k POLE TRIBUTARY AREA NO.I I x o �� X TOTAL EARTHWORK VOLUME = 55050 GY (GUT) VOLUME REQUIRED: a X \ v ROOF: 25,116 5F x 2/12 x 1.00 = 5,555 OF NOTE: STONE: 10,758 SF x 2/12 x 0.60 = 1,076 OF G I\ FRS GPRpG // \I i I t m� VOLUME(S) ARE UNADJUSTED. GRASS: 6,521 SF x 2/12 x 0.10 = 114 OF TOTAL VOLUME REQUIRED = 5,045 OF * VOLUME PROVIDED: \ I \ / \I I x I I I u m VOLUME (5) ARE CALCULATED UTILIZING GRID METHOD SURFACE USE FRENCH DRAIN 'A' \ I / I / I 11 - 20.9' r RAMP AT\NO DOCK GOM IS" PIPE: 1.76 SF x 200 LF = 552 OF - / �'� / �I / / I I 1 HEp a FLO GRAVEL: (&Acl SF x 200 LF) X 0.40 = 519 OF `\ POOH / S°oo, I xl / I u \ � / I I i I I Q USE LEACHING FIELD 1.0 I �w (12) 10' DIA. x 5.40' DEEP POOLS = 4,454 OF / I I I I Fso• 5Eo �> TOTAL VOLUME PROVIDED = 5,505 OF - \\ Dor7 Njf o�rmerl y / I I I I I II TRIBUTARY AREA NO.2 - - `\ \ (1060-106_ SCOIG7 I I I I U w m A = 174,319 SF 7) EXISTING WELL TO I I I U I / BE USED FOR VOLUME REQUIRED: \ \ \ \` \ PURPOSEIS OTN�Y I I I I I /l ,v w ROOF: 66,252 SF x 2/12 x 1.00 = 11,047 CF STONE: 64,39 6 o2 SF x 2/12 x ObO = ,439 OF ,S GONG.: 600 x 2/12 x 1.00 = 100 OF GRASS: 43,045 SF x 2/12 x 0.10 = 717 OF TOTAL VOLUME REQUIRED = 15,305 CF \\ X 94 VOLUME PROVIDED: \ x USE FRENCH DRAIN 'B' �� \ / / / Q'= N �> IS" PIPE: 1.-16 SF x 286 LF = 503 OF < aNm ga.0�1 GRAVEL: (6.4cf SF x 286 LF) X 0.40 = -142 CF / �'S _ _ / ry a° / / j , O m USE FRENCH DRAIN 'G' I ox 1 \ / / l / i o' 0 0 x IS" PIPE: 1.-16 SF x 545 LF = (007 OF \ / " d / ho �. GRAVEL: (18.24 SF x 345 LF) X 0.40 = 2,514 OF ` � \ / / < a X \ x USE FRENCH DRAIN 'D' - - - - -O9 - - - - // // / 0 a a qa IS" PIPE: 1.-16 SF x 206 LF = 363 OF I X x - - - - / i 10.25 c a GRAVEL: (15.24 SF x 206 LF) X 0.40 = 1,503 OF I `� \ oB9.75 U✓k^ m �_ m a FLOATING DOCK USE LEACHING FIELD 2.0 (36) 10' PIA. x 5.00' DEEP POOLS = 12,316 OF I \\ EDGE DF BR�yIKETS x 8>5 M cp GONTR01- BL �m J TOTAL VOLUME PROVIDED = 18,518 OF o I x ` \ (gY OTHERS) o / "� o / g•gp qw 3® o \ �X 1I MI X n \ \ XGHING FIELT� I.O LEA EEP Pp8�L5 END ST0N LEt , W \ ` TARY X (12) 10,91A.x5.40' ]7 / PAVEMEN� QO4 c� B M N RY _ H 50 7.50 • 0 a U I' / nlx x p z \ RIM=16 O ��o li �� o .,;_ VINYL BAD FEN�E "%""%rr �;::f; '`�` a / // �� o b 0 7AO nx �. x X �� 9.10�I/ / o U6 ELECTRIC �IX ENGINEER'S CERTIFICATION A, B2 I SERVICE o �� „III;n 41I1a. FRENCH pR 2p0,L / �110 /�o0 730 ooz FLOATING DOCK • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE TRIBUTARY x / 3'WX3 D T RAMP BOUNDARY ,� r� IM / =0.130M/ TRIBUTARY DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME ICI I x FRENCH RAIN 8 x �ANO�Rp�IN TA#� / // / /I /'/ I BOUNDARY �� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH TO ,�X� 3'WX3'DX S6 L I`GONNEGT ROF-RF_so\ PLANS / "� STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL I I N RGHITEGTURAL / fy 7.10 FF(.s 4' M FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY 'I (SEE A OUT LOGAT\ONS) M // / 9'37 / // 4/ ° DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN DOWNSP I-S / / �TRIB �1RY / /�/ 7.20 �/ EFFECT AS OF THIS DATE. Ok- - ' I'I l ,I TRIBUTARY' \ X 9.95 / / BOU D1XRY � ' x / BOUNDARY J., APPARENT HIGH WATER 8£ / / �U /'/ MARK IN COINCIDENT WITH 9£ I �T*-A#2 _ X � n - _ / / /A#'Z /7 cb I ° BULKHEAD s 'I / / O x - - 9.50 / / �� /�/ U6 ELEC�IC ^� S SORY X I ,�o /�/ SERVICE ^. 00 �.95 0 0 X I►I M� // PP GE BUILDING X I 5T NE EN %' ° m T ST�pR x� P v MENT_ / i p' HOWARD W. YOUNG, N.Y.S. L.S. NO. 455115n / BOARIBUTARY I °? THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61455 s X - A- - _ _ / / �31�SrSF � BOUNDARY � I I � � /'/ � a DOUSLAS E. ADAMS, N.Y.S. P.E. NO. SOSci7 / Q.00 \ N X I 7b FEI� ent \ x _ - - - - - - - - - - - I /,� /�j ' s SUR1/EYOR'S CERTIFICATION I aem `- - - - �1 / Y o X ►I N � ' I I / � � B cd xo5 I � ' Q' C9 � of 7uund-..41m"t. xN X M x N TION FOR OWTS / / / ^� o TIE LINE ALONG // ROPpSED LOGA 8 BLOWER /' /�/ N O FF ��w N EDGE OF MARSH 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING N / - - „I1 - - _ _ - - / X X CONTROL PANEL N / / ' //'/ �J <' ao N &� OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS i X O x \ N1 RY SYSTE OWTS p,THROOM / /�/ ,V,�F o�" s 02 MADE BY US, AND/OR UNDER OUR DIRECTION. y Z� c N i o Tq#2 NEW 50 ALLON vA DEEP S' (152 5F) T/ ry �o o�� N o X I / ` ZQ � MH 2.0 75'W x 5.501-� � Y5 x �_Q �I or N Iq.50 N oI TO (4) �• LEACHIN6 PAN N RIM= O N Q X O RUNOFF a FUTURE EX IO�� 1 .00 T gZ IE=16 5 8 5 GONNEGT RO GHIN6 FIELD N X SOLO U O S 0 DO / �✓^ � NI S oz LEA PL ^ 5 I ELEC/ v T ZZ EDGE OF EROSI T N (SEE AR N51P0�°"R�ATI `a) 335 x ° I N DB x / 2 VL R oZ� / GONE OL BLANKE or O X FOR DO �I � x n Y OTHER X _ x �� /�/ 4�!Jk 0 /�/ X 3 e t X X Ili X (S /k N VL Q x NI X / LEACHING FIEL17 2• INLE`f N POOLS I 9 / , L9.50 � DEEP EL=q.00 g5°� 'I / / '/ '!� O ' 41 11 , 10'91A•X5 p0 X / 7.10 ��`�� o /�/ .u■ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q5 z X a ' IE=6 O INLET (36) g 5° / c INLET X / Q�� o I �u/ o EL=q.00 ENT 950� " _8.80 7.201 ' !� N X X TRIBUTARY N N 14.38 �o BOUNDARY gTONEBL x / x ti \ \sOs, 4� / TIDAL VEGETATION AREA V o 7.20 444kryo s BOAT STORAGE BUILDINGS ♦ - 10 15")H nP• I NI�y �� C r / v STRONG S YACHT CENTER �/2� Q EDGE OF MARSH PROPOgBb � X / 7 0 / T' 2 - x x BOLLAR �y 060 7 0 �/ `� at Mattituck, Town of Southold °� o ' AI 9.00 / T .00 0� / e� FF<.,�c ♦ / Suffolk County, New York o X 9.50- T1 GAS / B8. 7.10 / ¢°S 7.2 �I ~ REVISED SITE PLAN nI O \ O- N /1.QL -- 5 B.00 � `� N o 2 NI _ - 1 10 _ 7.20 qY X / LET MH 2.2 ^I GRADING $ DRAINAGE PLAN 0 10. ^L 68.70 _ \ EL=8.40 "5 U 06 x T11.00 �D �g IE=5.40 1000 06 06 0 o m N o ' N SETB,4GK LINE 69.35 1$ �,�0 CONCR� _ - 0600 ' 61 x O s 68.80 � `AINING Mtl -�- _ �I XIs County Tax Map District 1000 Section 106 Block 06 Lot 13.4 0 14 o N N _ -8.20�, 9- �6 I RIM_ MAP PREPARED JUL. 05, 2015 1ti now or formerly♦ 12 ♦ - NN ♦ 28 f- 14 �►� �� I I Record of Revisions REVISION DATE Russe,I I Ze I I ner s ` �/ �JOW or former �� (2) PROP � X o TOS,NYSDEC NOV.20,2018 / 12 0j�rj `0 m _ rn o NYSDEC JAN.02,2020 /� Jose h Seth Tusa 4 6ALLO \ \ rn rol m BOSCOLA RESIDENCE FEB.10,2020 Denise Zel leer ' ♦ ABQ N LP TRIBUTARY X ` J Z I SANITARY&DRAINAGE JULY01,2020 / ♦ Noreen Mary Tusa V�GRo�Nb T�NKs BOUNDARY I N s s 0 SCDHS NOIA#2 DEC.15,2020 subdivision Map of 'Shore Acres � ♦ O N N N N oN � c0 -'I � Z( DOCKSDOCKS&HWM MAR.112,2021 ♦ subdivision Map of 'Shore. Atcresll 1 00 MULTIPLE MAY04,2021 filed on January 3, 1�14 as Map no.41 I- 0 o MULTIPLE OCT.18,2021 j� filed on January 3, 1Q14 as Map no.41 x SCDHSNOIA#3 JAYN.03,2022 SCDHS NOIA#4 MAY 06,2022 O 10 SCDHS NOIA#9 JUNE 05,2023 \ SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 Z FIRE ACCESS APR.08,2025 N / m / S 40 0 20 40 50 120 0 a Scale: 1" = 40' JOB NO. 2017-0165 E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET e= STAKE FOUND DWG. 2017_0165_site plon_2 3 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. - PROPOSED 2" x \ PTPWOSr I 400 Ostrander Avenue, Riverhead, New York.0II11-4f041 ? tot. 631.727.2303 fax. 631.PARKING CALCULATION o admin�youngengineering.comoN WIRES EXISTING WATER SERVICE o PARKING REQUIRED BELGIAN BLOCK / _ ��''��(( ((�� (�(�' �f((�� SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS A STpVf TO BE ABANDONED I Z = 41Y Yy��Y�� y� aRiv I PR POSES t (�i OFFICE = 2,702 SF @ I 5TALL/100 SF = 27 STALLS Ewgy FENCE z N EXISTING WELL TO BE � I FI LIN� �, o � o <. �I MARINA = 40 BOAT SLIPS @ I STALL/BOAT SLIP = 40 STALLS / \ USED FOR IRRIGATIO I I I I o Howard W. Young, Land Surveyor o D � m v z, m ,t Thomas G. Wolpert, Professional Engineer STORAGE = 123348 SF I 5TALL/I,000 SF = 124 STALLS o L 2o / PURPOSES ONLY \ I I I 3 r S ' Douglas E. Adams, Professional Engineer Z \ I - co 0 FLOATING pOCK Daniel A. Weaver, Land Surveyor 22 EMPLOYEES @ I STALL/EMPLOYEE = 22 STALLS w E o S-,OR I o I I c tt RAMP GO CD G TOTAL REQUIRED = 215 STALLS \ PSQTP�� OPRPOE In I I\ II II I / O i � N PARKING PROVIDED TOTAL PROVIDED = 57 STALLS k i I w HANDICAPPED PARKING PROVIDED = 4 STALLS a°c �x I ` \\ \\ I III I X �oJ SANITARY DESIGN CRITERIA CALCULATIONS Rg °N ga I , `�� ^ \ o^I II II III SEWAGE DESIGN CRITERIA - IX I I I I I I GROUNDWATER MANAGEMENT ZONE - ZONE IV METHOD OF WATER SUPPLY = PUBLIC I M IM E�ECTR C ALLOWABLE SANITARY FLOW = 600 GPD/ACRE I WELL I6I SE VICE() TO BE I / 60.1' C, BUILDABLE LANDS = 15.5545 AG x 600 GPD/AG = Q,501 GPD I I X IX I NDER,ROUN6 I /, FROMITHIS E ISTIN6� of / I � I \UTILIT'i( POLE\ PROJECT DENSITY SEWAGE FLOW I N I I - \ EXISTING: BUILDING USES 4 GROSS FLOOR AREAS (GFA) I �, o i \ \ I I nJ X \ �0 vN " X RESIDENCE: = 300 GPD EXISTING �OR� SE / /� m \ \ iz a t X OFFICE: 2,702 SF @ 0.06 GPD/SF = 162 GPD \ I 1 NOv� N T- MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD BLDCG. NO. USE GFA I FRS OPRPO // \ \ \ I GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = Iq& GPD O I STORY 1,610 SF I\ / \ \ I t BOAT STORAGE: (51,205 SF @ 0.04 GPD/SF = 2,445 GPD RESIDENCE I t � I I � � PROPOSED: OSTORY 2,-102 SF �� I \ / I I X I I I o � m BOAT STORAGE: 65,100 SF @ 0.04 GPD/SF = 2,604 GPD OFF \L _ / I - 20.9' r RAMP A.�ING DOCK NON-STORAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPD O STORYISTORY STORAGETRIAL 12,410 SF POOL // Soo I XI I ml / / SHED � i FLO TOTAL DENSITY = b,llq GPD I STORY STORAGE Q O (RECENTLY REMOVED) 16q sF \� \ // I I I I I N DESIGN CALCULATIONS SANITARY SYSTEM NO. I UW STORY \ / I I I I I L �I F6p'3 �o �� EXISTING: OSTORAGE 541 SF \ now . f / I I I i ��' ga wN GENERAL INDUSTRIAL: 4,a10 SF ® 0.04 GPD/SF = 1016 GPD BOAT STORAGE: 61,205 SF ® 0.00 GPD/SF = O GPD O1 STORY 10,786 SF - _ - \\ boon M Merl y I ' U ^ STORAGE I STORY - ` \\ 60-1p6-6_/3 7) I / EXISTING WELL TO x I I I I U X m BOAT STORAGE: 62310 SF 0.00 GPD/SF = O GPD OSTORA E 15,076 SF \ I / BE USED FOR I I I&ATIONI I / o �U NON-STORAGE (BATHROOMS): 152 SF (9 O.O(6 GPD/SF = q GPD 1 STORY \ \ \ PURPOSEIRRS ONLY I I I I I l ulJ TOTAL DESIGN FLOW = 205 GPD O STORAGE 22,425 SF dos \ I/A OWTS \ I I I I / REQUIRED = 205 GAL. I I I / I USE GEN-5 AS MF6 BY FUJIGLEAN USA = 500 GAL. BLDG. NO. USE GFA \ LEACHING 1 STORY �'� \ � I / to w 0 U REO. 205 GPD / 1.5 GPD/S.F. = 137 SFSWA O STORAGE 62,310 SF �� \ X / o _ < LEACHING GALLEY SIZE: \ N 4.75'W x 5.50'L x 5.00' DEEP = 7q.5 SFSWA • 5 a. / ^ x / /� / / / �� m USE 4 GALLEYS 7q.5 SFSWA EA. = 38 SFSWA / o [u ^ I �� \ \\ / / // / / N � �Q N m DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 \ x \ M X d / / Z� _ �o N OFFICE: 2,702 SF ® 0.06 GPD/SF = (52 GPD I x \ - - - - - / x / T10.25 k MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 GPD TEST HOLE DATA 139.75 �/ m L m a FLOATING DOCK TOTAL DESIGN FLOW = 562 GPD I/A OWT5 McDONALD 6EOSGIENGE OF EROSION 8f n / / / 3y REQUIRED = 562 GAL. ails/la �0 I \ G�N7ROL BLANKETS / / //// om J USE GEN-7 AS MF6 BY FUJIGLEAN USA = 700 GAL. B 1 B2 Q. I "x � (Bl' OTHERS) / M /f� 6.90 w o o 0 4J o LEAGHI N6 EL=a.o o.o' EL=1.6 0.0' \ M / ' /\ 0 0 REQ. 562 GPD / 1.5 GPD/S.F. = 575 SFSWA 3. MIXED MIXED \ x \ x x n X / o N //// SAND 4 SAND 4 \ n 9n / END STONEBLE� J LEACHING GALLEY SIZE: LOAM Os' 2 x ' �/ PAVEMENT QOQ c� X 4.75'W x 5.50'L x 5.00' DEEP = 7q.5 SFSWA PALE 2'O PALE W F \ \ " USE 5 GALLEYS 7q.5 SFSWA EA. = 3q8 SFSWA BROWN BROWN \ \ �.,, r." .^ / 7.50 FINE FINE x K / SAND SAND NOTE (SP) (SP) J 2 \ / �!/��C J 3��/j Z X %s'•I I THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT K GW EL=1.4 Lb' GW EL=1.2 6.4' 6' HIGH SLAG E I _��: �'' , r" `.'.o�:'�':�' a / / X d x o ¢ PROPERTY. IN GLAfl FEN �.'�'- r. 'I�f,. / dip o 0 0 WATER IN W \ �/ YL � / / \/ •• 6p3 a 30 WATER IN PALE ^'` PALE BROWN \ \ FINE 4 M - _ - • d� // L3 / 7.40 MX I �� BROWN � x � s • / , ^ m FINE SAND \ _� T • / ENGINEER'S CERTIFICATION SSNPD (SP) N _- \ - • x / / / /• 9.10 / U6 ELECTRIC �xo,,,,, Is.o' �! _ • ° o �� B2 SERVICE I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE sti - i I ° �110 bM�°° 7.30 00c� FLOATING DOCK DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DE516NED BY ME �X � \ / RAMP OR UNDER MY DIRECTION. BASED UPON A CAREFUL OROU&H yti ,6 I I M ° �� STUDY OF THE SOIL, SITE AND GROUNDWATER DITIONS, ICI I�X I I X \ / / / /6x FACILITIES, AS PROPOSED, CONFORM TO TH SUFFOLK COUNTY \ X / 60 �Q DEPARTMENT OF HEALTH SERVICES GONST C71ON STANDARDS II I I X \ \\ // / / 9.3C� /// 7.10 F�.\R 4 11 o" EFFECT AS OF THIS DATE. Zb r I I \ n / / / I / 7.20 �/ X / 9.95 / / x ^ _ APPARENT HIGH WATER �U X MARK IN COINCIDENT WITH 7 f - / X \ ` - - - _ / / / I �/ N o BULKHEAD 9s % / 9 X _ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n 9£ - X - / �9.50 I / �� U6 ELECTRIC x / /^ \ S ORY I J�0 SERVICE THOMAS 0. WOLPERT, N.Y.S. P.E. NO. 61455 � 4_f. / / m Pp��OSE� ING CO, �.95 I / rn� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSg7 NI x� __; :�_ GE BU,IL� x MI - - - - X // BOAT STIJRA SF � xl 10_ 0.00 I 7 ZIU I/ SUR\/EYOR S CERTIFICATION \ x I / ement \` M N / I �� OO� b "r_ X // I ,'I / No ga X- I�'�`GY / ,�=o Z ^ of • 1 HEREBY CERTIFY THAT THIS MAP WAS PREPA IZIN6 WT5 4 # OFFICE RECORDS AND BOUNDARY AND TOPOG PHIGAL S VEYS / / • X� / \�\ R XLOGPTION FOR 0 / // o �Q \ 0�1� o TIE LINE ALONG NI / ° 0P05ED PANEL sBLOWER / / I IV �4 F� �� EDGE OF MARSH MADE BY US, AND/OR UNDER OUR DIRECTION X �I x CONTROL NI '� NI 1 �,� X dry v � aos �� S� X - ' - - - - - - E NI R>' S S�OWT9 pTHFOOM ryrYi�, �� Q 'T o �� \ KI s 2-- X o s �� N 60 P.LLO DE1:P Iq `8' (I52 5F) �I 0 o o� /I/ °�/ X / \ �� (4) 'i5'►^1 X a EpG3_0� ON x / �?o // 3? \ eZ Ni X �IX FUTURE I:XPpN I 00 T k�'' O /�/ N X 3o9b \ OWTS o ELECO 4/^ !V \ / 1N ,� c�W r o vZ cl �/ r- wm HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3 ZZi / / ON SE or- - F-ROS105 N • 335' NX / of Xi`=J� DB /x^ =O�� ` X�I II // N OL NKE X X v 0 a X" 3 N D ^ G (gY OTHER5) X �Q Q � t`I X N = g l x o X x� v L I I / ^ =N 9 MI X 9 / a��0� . / °I � s PI _V BOAT STORACGE BUILDINGS X g 5�'I / + t 9.50 i o ° / �co �v� o ^ Jl✓ X 7.10 2 lv % � �/ Zt of g.5g ° ° ■ ° g5��° oI 7.20 X X � STRONG S YACHT CENTER " O • � / / X X at Mattituck, Town of Southold ^ N X 0 O / N I X E Uo of 0 l ° • O x / x / 605, (/� TIDAL VEGETATION AREA Suffolk County, New York ° 0 ■ o / o ° • ° • g5� ° ° • / �� // /� 1I SST 7.20 �� s REVISED SITE PLAN N W ° 0 O I � / Y C J N 10 O ° ^ v r/ EDGE OF MARSH / UTILITY PLAN os1= N ° ° Bo �4Rr� I � / I 7 0 1 � � / � 1000 106 06 10 O �� I M I' I 9.00 / T1 .00 el FF< 106 Block 06 Lot 13.4 ° � / 68 4° �3 ^ � � � County Tax Map District 1000 Section o Om0 o i _ 9.50- T1 25 8.00 7.10 c�vFC s / 7 2 X V o / MAP PREPARED JUL. 03, 2018 '" �- - - - - - - -o- - - 1� 61?, / "I s1 Record of Revisions �l O ti x o - 7.20 w REVISION DATE 0 10. X`L � 68.70 � qy x`I � X T11.00 ! ,�D, 16 $ NOYSDECSDEC JAN.20,2018 B9.35 �$ 'X20 BOSCOLA RESIDENCE FEB.10,2020 �D �2 SET L Go S o LINE 5.00 ° BACK 68$�- -R�Gf� _ _ _ ^ o M� SANITARY&DRAINAGE JULY 01,2020 S " I M PINING ;TALL \ r'i ^ x"-"GIs DODCKS&HHS IWM MAR.08,20211 4 N N � DOCKS MAR.12,2021 '� MULTIPLE MAY 04,2021 nolN or formerly 12 Nq, N 28 30� - \ ' "� MULTIPLE OCT.18,2021 X \ \ � O X4, SCDHS NOIA#3 JAN.03,2022 ¢ ^' n0 W or formerly (2) PROPOSE! X `,� o I SCDHS NOIA#4 MAY 06,2022 / Russell Ze I I ner 4 ,Y 12 R�PD$�D � / o SCIDHS WATER MAIN#SERVICES JUNY 2023 Denise Zel Iner iiiFFF�� Joseph Seth Tusa 4 �8 GALLON LP \ i �I �, / Noreen Mary Tusa O�GRouND r�NKs I N \ X ,s s zqk 0 I SCDHS NOIA#12 OCT.16,2023 p REDUCED SCOPE JULY 08,2024 �� co + N \ � m � g FIRE ACCESS APR.08,2026 N subdivision Map of Shore Acres o CN N �I z filed on anuary 3, IQ14 as Map no.41 I- subdivision Map of "Shore Acre 5" "' 1 °� J jx filed on January 3, 1,I14 as Map no.41 J 40 0 20 40 50 120 a O � `fl � / Z JOB NO. 2017-0165 Sca I e: 1" = 40' E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET 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 ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE DATA PARKING CALCULATION BUILDING USES 4 GROSS FLOOR AREAS (GFA) NOTES FOR ,-nm,g-alatuun. Nun �oun.. Icmuy-=4innn_ McDONALD GEOSGIENCE PARKING REQUIRED EXISTING ABANDONMENT OF SANITARY STRUCTURES N q/25/Is 400 Ostrander Avenue, Riverhead, New York IIgo1 O SINGLE FAMILY DETACHED RESIDENCE = 631.727.0144 / B1 B2 OFFICE 2,702 SF STALL/100 SF :2-1 STALLS BLDG. NO. USE GFA ABANDONMENT IN-PLACE admin@)youngengineering.com = = 1 STORY EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL EL=9.0 0.0' EL=?.6 MIXED °O I MARINA = 40 BOAT SLIPS 1 STALL/BOAT SLIP = 40 STALLS MIXED (9 1 RESIDENCE ,610 SF RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, REMOVING ? SAND B SAND a THE TOP OF THE STRUCTURE(S), BAGKF I LL I NG WITH SU I TABLE SAND AND LOAM LOAM STORAGE = 123,348 SF @ I STALL/I,000 SF = 124 STALLS 2 STORY uar / 0.5' O 2,702 SF GRAVEL MATERIAL, AND PROPERLY COMPACTING. 2.0' 22 EMPLOYEES � I STALL/EMPLOYEE = 22 STALLS OFFICE Q PALE PALE BR`wN I STORY GENERAL INDUSTRIAL 4,�ilo SF ABANDONMENT BY REMOVAL Howard W. Young, Land Surveyor 3 FINE FINE TOTAL REQUIRED = 215 STALLS 3 . ert, Professional En cD O I STORY STORAGE 12,410 SF EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL Thomas 0 Wol Engineer � p g SAND SAND E. Adams, Professional Engineer Douglas (sP) (sP) STORY STORAGE RESIDUAL SEWAGE WASTES BY A LICENSED HAULER, REMOVING THE 9 PARKING PROVIDED O Ibq SF ENTIRE STRUCTURE(S), BAGKFILLIN6 WITH SUITABLE SAND AND GRAVEL Daniel A. Weaver, Land Surveyor l w GW EL=1.4 ?.6' GW EL=1.2 6.4' TOTAL PROVIDED = 57 STALLS (RECENTLY REMOVED) MATERIAL, AND PROPERLY COMPACTING. "+- WATER IN O I STORY 34 SF \ WAPA RIN PALE HANDICAPPED PARKING PROVIDED = 4 STALLS STORAGE ABANDONMENT OF SEWER PIPING BROViN BROWN FINE I STORY THE ASSOCIATED SEWER PIPING SHALL BE GUT AND GAPPED AS A \ FINE SAND O STORAGE 10,756 SF MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED SAND (5P) FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION S \ \ (SP) 15.01 O S1 STORY TORA Y 15,076 SF IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. SANITARY DESIGN CRITERIA 4 CALCULATIONS \ I STORY CERTIFICATION REQUIRED I'7.0' 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 PROPOSED LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS GROUNDWATER MANAGEMENT ZONE = ZONE IV \ _ _ METHOD OF WATER SUPPLY = PUBLIC_ _ INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR ALLOWABLE SANITARY FLOW = 600 GPD/ACRE \ BLDG. NO. U5E GFA PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE _ I STORY APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BUILDABLE LANDS = 15.8345 AG x 600 GPD/AC = q,501 GPD \ \ O STORA E 62,510 SF BE CONTACTED. PROJECT DENSITY SEWAGE FLOW \ / zo \ \ EXISTING: \ i o� \ RESIDENCE: = 300 GPD - o \ OFFICE: 2,702 SF @ O.O(6 GPD/SF = 162 GPD \ LIST OF ON-SITE STORAGE TANS MARINA: 40 BOAT SLIPS ® to GPD/BOAT SLIP = 4400 GPD GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = Iq(b GPD \ BOAT STORAGE: 61,205 SF @ 0.04 GPD/SF = 2,445 GPD \ TANK # SIZE (GAL.) CONTENT TYPE PROPOSED: \ BOAT STORAGE: 65,100 SF @) 0.04 GPD/SF = 2,604 GPD \ .O NON-STORAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPD \ 6 2000 GASOLINE AST OUTSIDE \ NZ(b," 7 5000 DIESEL AST OUTSIDE TOTAL DENSITY = b,Ilq GPD \ now or formerly \ -1- 'P 's $ 2'15 #2 FUEL OIL AST INSIDE \ \ P North Fork \ \ So '� 9 275 #2 FUEL OIL AST NSI DE ti -�� D S G G G T O S S T R S ST O. \ \ OJ t, LL \ �j � EXISTING: 10 275 #2 FUEL OIL AST INSIDE GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = Iqb GPD \\ \ \ \ BOAT STORAGE: (61,205 SF @ 0.00 GPD/SF = O GPD TANK NUMBERS SHOWN AS ASSIGNED BY SGDHS OFFICE PROPOSED: BOAT STORAGE: 62,310 SF @ 0.00 GPD/SF = O GPD °oy��d \ r� OF POLLUTION CONTROL NON-STORAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPD - - - - - - - - - \ TOTAL DESIGN FLOW = 205 GPD - NOW •ONOj \ PROPOSED I/A OwT5 �GNnoj REQUIRED = 205 GAL. - - - - \ \ \ '0 METER PIT USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 GAL. PROPOSED IO" LEACHING \ O -Y WATER SERVICE REQ. 205 GPD / 1.5 GPD/S.F. = 157 SFSWA ,� F2�d N LEACHING GALLEY SIZE: NOTE. ALL CONDUITS BETWEEN PANEL AND a� Q fi c, ^ PROPOSED 2 4.75'W x 8.50'L x 3.00' DEEP = 7q.5 SFSWA TREATMENT TANK MUST BE SEALED TO PREVENT / o / S OS 9lr�LD WATER SERVICE l� \ O r USE 4 GALLEYS P 7q.5 SFSWA EA. = 315 SFSWA GAS LEAKAGE INTO PANEL. / \ Q BbnO o S 0 FOR kNIF1 COMMUNICATION DEVICE; �b \ �e°O�� w 000M l g�~y \ < DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 USE ALARM/CONTROL PANEL MDL#1045040 WOOD ROP05ED 0 / �''�i ci �f�K � EXISTING: CONTROLLER "0" MF6 BY SJE RHOMBUS / `�� 2 CONIC. IO" RPZ & PROPOSED �0N\ �byds ° �� 5• STEPS OFFICE: 2,702 SF @ 0.06 GPD/SF = 162 GPD METER �`>�b b\ F ° woos , �' 2 RPZ I N ELECTRIC CONDUIT ALARM/CONTROL l o�l \ ti> F - w nQ�O HEATED N Z POWER FEEDER MARINA: 40 BOAT SLIPS @ 10 GPD/BOAT SLIP = 400 GPD PANEL MDL#1041cl72 INCOMING SERVICE moo/ °\ /�Z N0 2 Q oN TOTAL DESIGN FLOW = 562 GPD CONTROLLER "A" IbM3llbo Q eY ENCLOSURE DEDICATED MF6 BY SJE RHOMBUS l /l \ 1)bNdSb AME PROPOSED v cV 3�0 0 ti a a I/A OWTS N Q � ^� a N FR CONTROL PANEL MOUNTED 15 AMP BREAKER oa `r N o m ,/ a GARAG II REQUIRED = 562 GAL. o / 8 8a o ?4•s. I x / 2 BLOW-OFF ON 4"x4" PRESSURE `� `� �' M J = USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. 2 `O OVERHEAD W S a ��' TREATED WOOD POSTS / r 2• \ ,� - �d- o� Y EXISTING WELL TO - - z LEACHING 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY o o N � � p� � x ��0d � � M � o I / ,,, BE ABANDONED REQ. 562 GPD / 1.5 GPD/S.F. = 375 SFSWA #12-2 AWG WITH GND IN I" PVC CONDUIT / / m u \ �£'Z� o3NS 3� F°�oN Iin zm CO zU MAIN / \ 3 INSULATED SERVICE oo coNc M / / / oo� I Q�/ a LL LEACHING GALLEY SIZE: / \ �d� o tis X / / / 3Ny1 m o 4.75'W x 5.50'L x 3.00' DEEP = 7q.5 SFSWA z AIR WEATHER PANEL \ °6a�0y / BLOWER RESISTANT / \ G' 52 - - EXISTIN o o� �Ny�7 x GATE oa USE 5 GALLEYS @ 7q.5 SFSWA EA. = 5q8 SFSWA i ^ �S J� - 0 M - BLOWER / \ so- S/AKITAR / 0. d WELL ENCLOSURE HARDWIRE / \\ \ 4g SYSTEM TO/BE GS Yw ` °I NOTE / / x 1�� E ZU -�10' I PROPOSED ABAND NED J w WATER SERVICE THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT FIN. GRADE l p 20, ,W \ o�N° 'y / x 24 w PROPERTY. ELECTRIC SUPPLY / \ EooN° v / / / I" 02'� U- w TO BLOWER _ / / 0 N / / 5 ST L AEXISTING WEl<L & � S TO FUJIGLEAN GROUND SJE RHOMBUS AIR BLOWER / n O // LATERAL TO BE OWTS SPLICE BOX AIR LINE TO CONTROL / !� o / // ABANDONED � G�NF C o NEW / w PANEL / � � _ - �40 STR� N � I "HANpARKG S < �o_ ENGINEERS GERT I F I GAT I ON ELECTRICAL SUPPLY FUJIGLEAN OWTS / / // // // 970 S�� rn47 J w SI / _T caw 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DE CONTROL PANEL 4 BLOWER ELECTRICAL ONE-LINE DIAGRAM / / / / _ _ _ _ o I IV RAMP BY ME NEW 4 c>H= 3 L S ww OR UNDER MY DIRECTION. BASED UPON A GAR L AND TH OUCH SCALE: NTS / x/ / / / "HANDICAPED 00 2�33' a� W" w STUDY OF THE SOIL, SITE AND 6ROUNDWATE CONDITIONS, ALL PARKING" // 0• ' �� z �_ Y FACILITIES, AS PROPOSED, CONFORM TOT SUFFOLK COUNTY 434, SIGLU NS r 9.1 a> w r o J / F.FL. 9_s Cio 0 0 � o DEPARTMENT OF HEALTH SERVICES CONS UGTION STANDARDS I GP 2 STORY o qD�^ WELL - 2 FRAME a EFFECT AS OF THIS DATE. x / h FXj \ 4.4' �0 � O BUILDING m o �-73?T/�G ° � ` �� to o ((no bsmt ' o SF 4.' (n ST 40.5' r NEW ST YJ 4' „Np ARKING" �p °\ p 3e / / / / 6' MFT0Ry �/ a; CO SIG g a HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n &0/ '14 h h o / \ ��`°' ELEC THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61455 '' (/vo /VG �� NEW x DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSg7 1��\�\\\� J L ^ I ^� eSh7 "NO PARKING" 5.7 CONIC. BASES of FINISHED GRADE AT TOP OF WALL �\�\��\ \ Q / EXISTING SANITARY M I I I ,�• t• SIGN B LIFT ACK FOR SIGN s SHALL BE DESIGNED FOR PROPER SYSTEM TO REMAIN °� x \ \ O / DRAINAGE TO PREVENT PONDIN6. /\\\�\�\\�i\ / / \ ST (SGDHS REF# II-50-cl0) `�\ \ \ (� �RqG / � L, TRACK EXISTING SUR\/EYOR'S GERTIFIGATION 2,47 E �s2, l z 2 STORY41 y 8" LOW PERMEABLE SOIL \�\�\ \� / / \ \ \ T12.0 0 sf� a B 5.6 r OFFICE BUILDING B10.0 m 2/ I GFA=2,70 SF (DRY) I HEREBY CERTIFY THAT THIS MAP WAS PREPAR IN(5 4 9.55 4. &y) PRO 3i v �4Gs OSED o OFFICE RECORDS, AND BOUNDARY AND TOPO APHIGAL S EYS I��\\\\\\�\\ / / �� \\ \\ \ \ \ m� 9.30 VENT hN o / FIRE I NE MADE BY US, AND/OR UNDER OUR DIRECTION s 0 \ \ \ \ �PROPO Er;) CONTROL PANEL s� GR�rVITY RZAINING'WLL 940 940 �� FORGE AIN BLOCKS AS MFG. BY \'\ \\�\ o�IVQT RE I N I NG I TAR MiN �, �� 8 / I PROPOSED E-ONE 5-1 REGON WALL SYSTEMS �\\p\\\\ / 2 / EXISTING \X \ \ \ \ \ \ x ° / STOR ul PROPOS D 21, OR APPROVED EQUAL / o / I STORY \ \ T180 $ i�m Y WATERS RVIGE of DUPLEX PUMP STATION w \%w \\� / FRAME HOUSE Za3 1I \ \ DB a \ "" BUILDING 3I U1 B10.5 \�Z \\ o o / ,6 O SF GP \ \ \ \ \ O SI I Z \\�Q \�\; / / NEW SANITARY SYSTEM N0.2 LEC w� HOWARD W. YOUN .Y. �\ G o_ \ 2 I �,wn 6 N S. L.S. NO. 458g3 w A F �� G U'� 700 GALLON I/A O�YtT� \ \ w\2 5O N 5T (5) 4.75'W x 5.50'L x 3.00' \ 3I m �I x w I FLOATING DOCK o Ci w 11.8 LEACHING GALLEYS �°s T16Q 14.1 v U m M ° v 50Y FUTURE EXPANSION "x \ B10.5 16I ` _ \ a "I w w .4 �� WELL 4.0 c �^ -- - - - - - - - - - - - - - - B10.5 e.9 g a BO�tT STOR�tGE BUILDINGS \\� MIN. 12" DRAINAGE ZONE / \ \ \ I 60,, F.FL� I STRONG S YACHT CENTER \\\� � (3i4" CRUSHED STONE) / N PROPOSED LOCATION i \\� x FOR OWTS CONTROL \ \ \\�\\\\\\ DRAIN / GRAVEL DRIVENAY 243 a \ PANEL BLOWER X \ o at Mattituck, Town of Southold \\�\\\ i\\��\\\ii (6 MIN.) - ,� a I PROPOSED 2" � \\ P�1'�4� I �� m Suffolk County, New York / / Li WADER-5ER_VIGE \ 9ERVIG I �\ REVISED SITE PLAN UNRE I NFORGED DO CONCRETE OR N CRUSHED STONE LEVELING PAD oo / / o RH I rn m UTILITY PLAN BLOCK I -+ I000 106 06 10 a (6" MIN. THICKNESS) BELGIgN q / EXISTING WATER SERVICE � - X�° WIRES 4yp �� - I �� a SUB-BASE STo- / TO BE ABANDONED �� 0 - COMPACTED r R�R�V£Wgy FENCE I PRC�I OSEll7 / a County Tax Map District 1000 Section 06 Block 06 Lot 15.4 EXISTING WELL TO BE I FI LINT o p a e GRAI�ITY RETAINING WALL j / \ \\ USED FOR IRRIGATIO I I I j I �i � v--I REVISION I MAP PREPARED Record of Revisions JUL. 03, 2018 DATE V ` \ 2� \ \ / PURPOSES ONLY \ I I I r ~ TOS,NYSDEC NOV.20,2018 0 I I �03 " ADD TANK INFO APR.08,2019 OR NYSDEC JAN.02,20200 D BOSCOA RESIDENCE FEB.110,2020 SANITARY SCDHS NOIA#RAINAGE DEC.115,2020 \ \ P GP I \ \ I O C, DOCKS&HWM MAR.08,2021 DOCKS MAR.12,2021 - MULTIPLE MAY 04,2021 g \ x MULTIPLE OCT.18,2021 OC III I SCDHS NOIA#3 JAN.03,2022 CU p \ \ I I X r w SCDHS NOIA#4 MAY 06,2022 \ \ Re Q o SCDHS NOIA#9 JUNE 05,2023 2 C.i ^IIp ga WATER MAIN/SERVICES JULY 11,2023 SCDHS NOIA#112 OCT.16,2023 REDUCED SCOPE JULY 17,2024 X FIRE ACCESS APR.08,2025 N I 1 x N I I I ELEGTRI C WELL Ia SE I VICEO TO BE I so.1' M 40 0 20 40 So 120 X x l UNDER I ROUN1b I FROMITHIS E�ISTINO, Scale: I" = 40' / , I \UTILIT'i( POLE JOB NO. 2017-0165 DWG. 2017_0165_site plan-2 5 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 24" (TYP') 400 Ostrander Avenue, Riverhead, New York IIg01 FUJICLEAN CEN-5 I/A OWTS NOTES TRAFFIC BEARING SLAB PROVIDE CLEANOUT tel. 681.727.2303 fax. (531.727.0144 I. THE DESIGN ENGINEER, FUJIGLEAN USA (SEE DETAIL THIS SHEET) @ FACE OF BUILDING admin@)youngengineering.com REPRESENTATIVE, AND SCDHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS 11 0" 5'-0" RISERS&COVERS WITH 5 0 (� �((� �a AND LEACHING SYSTEM. APPROVAL FROM ALL 4"DUCTILE IRON 1.000°/Q 4"DUCTILE IRON 4"DUCTILE IRON NEW 1 STORY BOAT Y f1 etiJ1 yy Y y °� SAFETY LIDS THREE PRIOR TO BAGKFILL. TRAFFIC BEARING SLAB HEAVY DUTY& @ 1.000 @ STORAGE BUILDING HEAVY DUTY& % MFG BY TUF-TITE OR 2.000% LOCKING CASTING LOCKING CASTING N APPROVED EQUAL AIR LINE TO FFEL=10.00 Howard W. Young, Land Surveyor 2. THE SYSTEM START UP WILL BE COMPLETED FIN.GRADE TO GRADE TRAFFIC BEARING SLAB TO GRADE RIM=9.4 BLOWER Thomas G. Wolpert, Professional Engineer UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN RIM=9.2 RIM=9.2 Douglas E. Adams, Professional Engineer USA REPRESENTATIVE. o I Daniel A. Weaver, Land Surveyor 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER - -AIR LINE- - -�- - AND PROPERTY OWNER MUST BE SUBMITTED TO THE IE=7.50 IE=7.60 SUFFOLK COUNTY DEPARTMENT OF HEALTH IE=7.07 IE=7.18 IE=7.28 IE=7.33 3" VENT - SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A 5.50'Lx4.-15'Wx3.00'D HOLE F OWTS REGISTRATION BY THE SCDHS IN LEACHING GALLEY 4'0„ SANITARY DESIGN CRITERIA 4 CALCULATIONS ACCORDANCE WITH ARTICLE 1`a OF THE SUFFOLK SEE DETAIL FOR COUNTY SANITARY CODE. BOT=4.40 CONCRETE DISTRIBUTION MANHOLE OWTS COMPONENTS TOTAL OF (4) GALLEYS 515 SFSWA PROVIDE END CAP LEVELING DEVICE SEWAGE DESIGN CRITERIA o z MDL#SL-4 MFG BY TUF-TITE OR APPROVED GROUNDWATER MANAGEMENT ZONE = ZONE IV EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.83 METHOD OF WATER SUPPLY = PUBLIC HIGHEST EXPECTED HIGHEST EXPECTED ALLOWABLE SANITARY FLOW = (600 GPD/ACRE GROUND WATER EL=1.40 GROUND WATER EL=1.40 BUILDABLE LANDS = 15.a345 AG x 600 GPD/AG = 6t,501 GPD Soo SAL. I/A owls PROJECT DENSITY SEWAGE FLOW MDL. GEN-5 MFG. BY FUJIGLEAN USA EXISTING: RESIDENCE: = 300 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 GENERAL INDUSTRIAL: 4,g10 SF P 0.04 GPD/SF = Iq6 GPD 133" SCALE: I"=4' BOAT STORAGE: (b1,205 SF @) 0.04 GPD/SF = 2,448 GPD PROPOSED: TRAFFIG BEARING SLAB (H20 LOADING) BOAT STORAGE: 65,100 SF @ 0.04 GPD/SF = 2,604 GPD TYPICAL RE I NFORG I NG FOR ACCESS HOLES NON-STORAGE (BATHROOMS): 152 SF (P 0.06 GPD/5F = q GPD SCALE: NTS TOT D = 6 D 11' 5'-0" 5'-0" TRAFFIC BEARING SLAB 10' 4"PVC @ 1.000% 4"PVC @ 1.000% 4"PVC @ 2.000% HEAVY DUTY& 4"PVC @ 2.000% DESIGN CALCULATIONS SANITARY SYSTEM NO. I #4 BARS @ 12" EACH WAY M RISERS&COVERS WITH LOCKING CASTING EXISTING EXISTING: HEAVY DUTY& SAFETY LIDS AIR LINE TO 2 STORY TRAFFIC TO GRADE GENERAL INDUSTRIAL: 4,g10 SF @ 0.04 GPD/SF = Iqb GPD TRAFFIC BEARING SLAB HEAVY DUTY& BEARING SLAB LOCKING CASTING MFG BY TUF-TITE OR BLOWER RIM=10.8 FRAME N LOCKING CASTING TO GRADE FIN.GRADE APPROVED EQUAL BUILDING BOAT STORAGE: 61,205 SF 0.00 GPD/SF = O GPD FIN.GRADE TO GRADE RIM=10.0 RIM=10.0 0-1 FFEL=9.6 PROPOSED: RIM=9.4 BOAT STORAGE: 62,310 SF m 0.00 GPD/SF = O GPD � = 1 HEAVY DUTY& #6 BARS ® 6" EACH WAY I LOCKING CASTING NON-STORAGE (BATHROOMS): 152 SF ® 0.06 GPD/5F = q GPD I E=8.60 TO GRADE TOTAL DESIGN FLOW = 205 GPD TRAFFIC BEARING SLAB SECTION - -AIR LINE- - -- - RIM=6.9 I/A IRE T77 'L .�" 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 AS MFG BY FUJIGLEAN USA = 500 GAL. 8.50'Lx4.75'Wx3.00'D LEACHING GALLEY 4'-0" 7 � LEACHING 4'0" SEE DETAIL FOR CONCRETE MA HOLE z REQ. 205 GPD / 1.5 GPD/5.F. = 137 SFSWA G.I. FRAME 8 COVER- GAMPBELL BOT=4.40 CONCRETE DISTRIBUTION MANHOLE OWT5 COMPONENTS LEACHING GALLEY SIZE: FOUNDRY PATTERN NO. IOO7G, OR TOTAL OF (5) GALLEYS Bq8 SFSWA PROVIDE END CAP LEVELING DEVICE PROVIDE BAFFLING AS 4.75IN x 5.50'L x 5.00' DEEP = '7q.5 SFSWA APPROVED EQUAL. - DIRECTED BY ENGINEER 4 � MDL#SL-4 MFG BY TUF-TITE OR APPROVED BOT=2.42 AND/OR REQUIRED BY SCDHS USE 4 GALLEYS 7q.5 SFSWA EA. = 3 8 SFSWA EQUAL FOR ALL DISTRIBUTION OUTLET PIPES HIGHEST EXPECTED HIGHEST EXPECTED q IE=0.72 ASPHALT PAVEMENT GROUND WATER EL=1.40 GROUND WATER EL=1.40 oO IE=0.52 DESIGN GALGULATIONS SANITARY SYSTEM NO. 2 134'±OF 1.25"DIA. EXISTING: 700 GAL. I/A OWT5 HDPE DR9 FORCE MAIN PRECAST GONG. COLLAR MDL. GEN-7 MFG. BY FUJIGLEAN USA OFFICE: 2,702 SF 0.06 GPD/SF = GPD 5 24" a � PROVIDE CLEANOUT MARINA: 40 BOAT SLIPS � 10 GPD/BOAT SLIP = 40000 GPD BOT--2.60 @FACE OF BUILDING TOTAL DESIGN FLOW = 562 GPD N I/A OWT5 HYDRAULIC PROFILE SAN I TARY SYSTEM NO.2 E-ONE PUMP STATION REQUIRED = 562 GAL. w 6" GLEAN SAND 4 GRAVEL a,"Tg�y01,,,, SCALE: I"=4' WITH CONCRETE MANHOLE USE GEN-7 AS MFG BY FUJIGLEAN USA = 00 G o LEAGHI NS > STOPPER OR END PLUG REQ. 562 GPD / 1.5 GPD/S.F. = 5-75 SFSWA LEACHING GALLEY SIZE: SEWER PIPE 4.75'W x 5.50'L x 5.00' DEEP = -cl.5 SFSWA Bo° ELBOW EL=8.1 FIN. GRADE USE 5 GALLEYS g 7q.5 SFSWA EA. = Bq8 SFSWA EL=q.7 FIN. GRADE NOTE Z BUOYANCY CALCULATIONS THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT PROPERTY. 4" DUCTILE IRON MATERIALS 8 JOINTS EQUIVALENT TO WATER MAIN PUMP STATION 60° NYE WATER SERVICE SANITARY SEWER LINE STANDARDS OF CONSTRUCTION AND PRESSURE TESTED To ASSURE WATER TIGHTNESS PRIOR TO BAGKFILLING ONE (1) 5 DIA. x 5' DEEP PRECAST CONCRETE STRUCTURE WITH a INCH REINFORCED WATER MAIN JOINTS CONCRETE BOTTOM SLAB AND 8 INCH REINFORCED CONCRETE TOP SLAB WEIGHS ENGINEER'S CERTIFICATION SHALL BE 1O' MINIMUM SEWER LINE JOINTS SHALL APPROX. 13,500 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. TYPICAL CLEANOUT DETAIL BOT OF PIPE=3.1 FROM POINT OF GROSSING BOT OF PIPE=B.B BE 10' MINIMUM FROM POINT OF GROSSING THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 4.00' I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE FOR AREAS SUBJECT TO VEHICULAR TRAFFIC z_ MATERIALS � JOINTS EQUIVALENT TO WATER MAIN _ (1.40 MINUS -2.60). DISPOSAL SY57'EM(S) FOR THIS PROJECT WERE DESIGNED BY ME 1.25" HDPE DRq 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 `11TOP OF PIPE=7.3 SUBMERGED DEPTH (31.6 SF)(4.0) = 126.4 CF. FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOLI COUNTY TOP OF PIPE=1.6 DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE EFFECT AS OF THIS DATE. I I Em� 0-l W = 126.4 GF x 62.4 LBS. PER GF = 7,887 LBS. CtFu�lClean .�J 10'-0" 10'-0" Ct Fu�� l�an 10'-0" 10'-0" APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON r,»d icl nw"tr:.. MIN. MIN. MIN. MIN. THE PARTIALLY SUBMERGED STRUCTURE IS 7,557 x 1.5 = 11,551 LBS. CEN-5 JOINT JOINT CEN-7 JOINT JOINT THE DOWNWARD FORGE OF 15,500 LBS. EXCEEDS THE UPWARD FORGE (INCLUDING Structural Drawing Structural Drawing SAFETY FACTOR OF 1.5) OF 11,551 LBS. AND, THEREFORE, BUOYANCY IS NOT A CONCERN. HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n N DATE: 1 07,01,2014 ISCALE: )2„_)" WATER SERYI GE/SEWER (FORGE MAIN) GROSSING DETAIL DATE: 07,01,2014 SALE 1/2';-1" SEWER LINE/DRAINAGE PIPE GROSSING DETAIL THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61455 ° NTS NTS DOUSLA5 E. ADAMS, N.Y.S. P.E. NO. SOSg7 sl s -1/2' VENTILATION PIPE POURED CONCRETE INVERT SURVEYORIS CERTIFICATION SCUM BAFFLE B CHAMBER Volume(gal) ?OLL6�OlIIl '-28' Q Sedimentation Chamber 397 ACCESS STEPS '-11 -s8' -1' Q2 Anaerobic Filtration Chamber 396 I HEREBY CERTIFY THAT THIS MAP WAS PREP D UTIL 6 s (2 Aerobic Contact Filtration Chamber 181 OFFICE RECORDS, AND BOUNDARY AND TOP O RAPHIGAL SUR Y5 i o -1/2' VENTILATION PIPE ® Storage Chamber 90 MADE BY US, AND/OR UNDER OUR DIREGTIO . CHAMBER Volume al AIR LIFT PUMP (gal) 5 Disinfection Chamber 6 SCUM BAFFLE B 1 Sedimentation Chamber 277 AIR LIFT PUMP -104' DISINFECTION Total Volume 1069 1 1 (2 Anaerobic Filtration Chamber 278 CYLINDER (OPTIONAL) -lo- -72' -oa" (a Aerobic Contact Filtration Chamber 127 ECIRCULATION ® Storage Chamber 63 4' INLET PIP OUTLET PIPE SPECIFICATIONS g ACCESS OPENING AIR LIFT PUMP Disinfection Chamber 1 4 A 4 A Anaerobic Media PP/PE Filling Rate 32% DISINFECTION Total Volume 749 4'-84' Board Type Aerobic Media PVC/PP/PE Filling Rate 17% FINISHED GRADE CYLINDER (OPTIONAL) Q Aerobic Media PP/PE Filling Rate 55% G.I. FRAME & COVER- GAMPBELL ADJUST TO GRADE WITH RED HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3 4' INLET PIP ' ❑UTLET PIPE Blower FR cfm FOUNDRY PAT. NO. 1007G, OR EQUAL. SPECIFICATIONS a FFLUENT Tank P BRICK ff MORTAR (MIN. OF TWO 4' 01I kl 4 JA Anaerobic Media PP/PE Filling Rate 32% INLET BAFFL O AIR LIFT PUMP Piping PVC/PP/PE COURSES B MAX. OF I5') 4If 5 Board Type Aerobic Media PVC/PP/PE Filling Rate 16% 3Access Covers Plastic/Cast Iron 5 Aerobic Media PP/PE FillingRate 57% 1 (Optional) #4 BARS @ 8" DisinfectantChlorine Tablets TOP SECTION N 00PRECAST O.G.E.W. BOTTOM BOAT STORAGE BUILDINGS Blower 2.8 cfm '-EFFLUENT AIR LIFT PUMP Tank FRP IR INTAKE 24 CIRCUMFERENTIAL REINFORCEMENT INLET BAFFL a Q Piping PVC/PP/PE RECIRCULATION PIPE LOW BAFFLE STRONG S YACHT CENTER Q p g (CLEANING OPENING) ci 5" 0. 2 SQ. N./FT. OF HEIGHT FLOW OPENING (TYP. B w Access Covers Plastic/CastIron Of at MGttltuck, TOWn of Southold Disinfectant(Optional) Chlorine Tablets PLAN VIEW PRECAST E RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE RISER w SEALING Suffolk County, New York 12 FLOW OPENING (TYP, (CLEANING OPENING) B > MANHOLE BUTYL U BER REVISED SITE PLAN I DISINFECTION STEP PLAN VIEW CYLINDER (OPTIONAL) 4' MANHOLE a 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP WATER 4 SAN 1 TARY DETAILS 0 18" MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP DISINFECTION 4' MANHOLE LOW ❑PENING x CYLINDER (OPTIONAL) PRECAST < 1000 106 06 10 LOW OPENING MAIN BASE S-3" GLASS A CONCRETE 11_. �MAx. INVERT SHALL BE Count Tax Ma District 1000 Section 06 Block 06 Lot 15.4 BOARD TYPE y K' o 4 CONTACT MEDIA CAST N PLACE N 1'-2' BOARD TYPE - THE FIELD. a CONTACT MEDIA _ vL_ v� e° VL _ MAP PREPARED JUL. 05, 20I8 4'-0" LOCK JOINT REVISION Record of Revisions DATE FLEXIBLE SLEEVE O TOS,NYSDEC NOV.20,2018 O MONOLITHIGAL BASE SLAB NYSDEC JAN.02,2020 ECIRCULATION BOSCOLA RESIDENCE FEB.10,2020 ® ® ASSEMBLY REINFORCEMENT #4 BARS a" O.G.E.W. TOP SANITARY&DRAINAGE JULY 01,2020 NOTES' SCDHS NOIA#2 DEC.15,2020 6'-03' 6'-03' DOCKS&HWM MAR.08,2021 5' 5' ® 5'-5' ECIRCULATION 4 4 DOCKS MAR.12,2021 ASSEMBLY ® 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. G-478, LATEST REVISION STANDARD SPECIFICATIONS FOR MULTIPLE MAY 04,2021 4'-4 4'-3 4_28' S'-1. a'-11' Q2 4'-u• PRECAST REINFORCED CONCRETE M.H. SECTIONS. MULTIPLE OCT.18,zozl 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. SCDHS NOIA#3 JAN.03,2022 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.G.D.P.W. SPECS. SCDHSNOIA#s JUNE05,2023 (2) 3 EROBIC MEDIA 4. LOADING TO CONFORM T AA5HTO H-20 LOADING SCDHS NOIA#12 OCT.16,2023 0 REDUCED SCOPE JULY 17,2024 a EROBIc MEDIA 5. REBAR TO CONFORM TO A5TM A-615-60 Fs=60,000P51 FIRE ACCESS APR.08,2025 6 ERATION ASSEMBLY . WELDED WIRE MESH TO CONFORM TO A.5.T.M. Ala5 Fs=65,000P51 m 7. CONCRETE TO BE 4,000P51 ® 28 DAYS ERATION ASSEMBLY 5. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP 8 BOTTOM STEEL. Scale: AS SHOWN 0 SECTION A-A VIEW SECTION B-B VIEW TYPICAL SAN I TARY SEWER MANHOLE DETAIL JOB NO. 2017-0165 SECTION A-A VIEW SECTION B-B VIEW NTS DWG. 2017_0165_site plan_2 6 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 INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING SCHEDULE 400 Ostrander Avenue, Riverhead, New York I I1-101 tel. 631.121.2503 fax. (53I.727.0I44 SYMBOL OTY. LUMINAIRE TYPE HGT. LUMENS L.L.F. admin@)youngengineering.Gom N -75 WATT LED LUMINAIRE ES owt� MFG. BY LSI INDUSTRIES INC. y�y GAT. NO. AREA 14' 7,350 1.0 PA5U-5-LED-LW-NW-UE-BLK, Howard W. Young, Land Surveyor OR APPROVED EQUAL Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer 72 WATT LED PATRIOT WALL SCONE Daniel A. Weaver, Land Surveyor MFG. BY LSI INDUSTRIES INC. IQ GAT. NO. WALL 14, 5,500 1.0 XPW53-FT-LED-48-450-NW-UE-BLK, '75 WATT LED LUMINAIRE OR APPROVED EQUAL MFG. BY LSI INDUSTRIES INC. 13 WATT LED WALL LIGHT GAT. NO. PASU-S-LED-LW-NW-UE K-BL , OR APPROVED EQUAL S 0 MFG. BY LSI INDUSTRIES INC. O--O 10 GAT. NO. WALL 10' 1,765 1.0 \ WLS-13W-45K-BZ, OR APPROVED EQUAL 4" SQUARE ALUMINUM POLE MFG. BY LSI INDUSTRIES INC. 2 GAT. NO. 45055 Q OR APPROVED EQUAL. o 3. 3.45 2.62 O Z 1.64 104 2.99 10.6 11.2 3.38 2.18 3.35 4.24 24 FOOTCANDLE STATISTICS 72 WATT LED PATRIOT MALL SCONE + + + + + + + + + + + + + + MFG. BY LSI INDUSTRIES INC. 0.30 0.38 0.74 1.53 5.05 11.2 5.87 1.65 0.86 1.98 5.21 5.47 2.50 2.84 3.73 5.25 MIN. MAX. AV6. GAT. NO. + . + + + + + + + + + + + + + + + + + + + + + XPWSB-FT-LED-45-450-NW-UE-BLK, Q - _ 0.28 0.11 0.06 0.19 1.00 72 0.53 0.21 0.88 0.99 1.51 1.48 2.13 3.24 2.20 0.93 0.54 0.81 1.42 1.53 1.29 1.71 1.77 3.1 OR APPROVED EQUAL (q + + + + + + + + + + + + + + + 0.00 12.85 I.-le) 0.24 0.53 0.34 0.11 0.08 0.38 2.0 2.15 0.41 2.55 3.20 1.80 0.84 0.77 0.61 0.37 0.29 0.32 0.41 0.48 0.60 0.60 0.67 0. 5 + + + + + + + + + + + + + + + + + + + + + + + 0.09 0.05 0.13 0.54 1.05 0.41 0.10 C 14 0.95 4. .06 4.19 2.45 0.63 0.30 0.23 0.18 0.13 0.14 0.19 0.28 0.38 0.38 0.32 0 4 + + + + + + + + + + + + + + + + + + + + + + + + LIGHTING NOTES 0.35 0.26 0.08 0.07 0.29 1.3 1.58 0.36 0.10 0. 7.14 6.12 3.88 0.69 0.18 0.10 0.08 0.07 0.07 0.11 0.33 0.66 0.49 0.27 + ALL PROPOSED OUTDOOR LIGHTING FIN. GR. 0.01 0.03 0.11 0.69 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 0.66 FIXTURES SHALL BE SHIELDED ON 0.05 0+ .22 6.19 5.25 118 0.19 0.06 0.04 0.04 0.05 0.20 123 3.67 2.34 2+8 THE TOPS AND SIDES AND III-III-III ° III-III-I + + + + + + + + + + + + + DIRECTED STRAIGHT DOWN. o =III=III= III=III= _ 0.26 0. 5.23 4.52 1.42 0.25 0.07 0.05 0.05 0.12 0.57 2.06 2.99 4. ° CONCRETE m + FOOTING 1.04 .1 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 n + 2" ELECTRIC CONDUIT 1.01 4,21 2.49 2.41 1.34 0.33 0.11 0.10 0.25 0.58 1.07 1.28 2.1 (BURY2'-O" MINIMUM + + + + + + + + + + + + BELOW GRADE) .24 0.55 1.11 1.06 0.92 0.35 0.14 0.11 0.41 1.19 0.95 0.70 .02 + + + + + + + + + + + + 24" 009 0.19 - 0.75 0.86 1.04 0.44 0.14 0.16 0.92 2.41 1.71 1.3 1 F I N. GR. + ` + + + + + + + + + . 6 0.81 1.81 1.89 1.95 0.55 0.17 0.36 1.70 3.07 4.32 .32 WALL MOUNTED L 1 GHT AREA LIGHT + + + + + + + + + + I 02 2. .83 4.12 3.03 0.90 0.39 1.06 3.25 3.08 N.T.S. NTS + f + + + + + + + 1.10 1. 4.75 4.46 1.52 0.68 1.34 2.00 3.18 0.20 0. 8 7.42 6.81 2.42 1.12 0.94 0.87 1. J� + + + + + + + + Uk, c) 0.16 0.3 6.59 6.30 3.14 2.11 1.28 0.89 19 + 0) 2.46 8.66 7.34 4.13 4.12 2.47 2. 9 4 -1 57 4.28 .49 4.94 4.58 3.53 4.7 r + + + + + \ 3 0.75 5.84 4.67 5.19 4.60 7 2 (0-I, =O �O 0.16 2.82 2.52 2.62 2.66 ��JO 0.01 0.02 .0 0.37 3.18 2.40 5.21 5.14 4.66 2.03 2.14 1.51 1.20 0 + + + + + + + + + + + + + + + + + + .0 0.03 0.14 1.26 335 3.09 8.21 5.95 3.89 2.23 2.81 3.81 3.45 2.46 1.95 3.14 3.11 3.89 2.76 3.17 2.10 1.6 + + + + + + + + + + + + + + + + + + + + + + + + + + 0 2 0.03 0.13 0.92 3.1 .74 3.18 2.30 4.36 4.87 4.80 2.19 2.14 3.97 3.16 3.30 2.04 2.52 3.43 2.92 2.73 2.24 2.35 1.79 1.76 2.70 3.64 4.46 .72 2" STONE BLEND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.03 0.05 0.09 0.53 2.84 7.21 5.56 4.02 2.18 2.58 3.66 3.25 2.57 1.94 2.91 3.07 3.91 2.59 2.41 3.12 2.35 2.48 1.95 1.76 1.35 0.94 0.90 0.93 0.62 0.47 1.02 3.18 3.20 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.09 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 .45 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.17 0.21 0.21 0.23 0.35 1.04 2.55 3.01 3.39 2.56 2.28 2.79 2.10 2.19 1.81 1.61 1.19 0.80 0.75 0.82 0.55 0.31 0.25 0.29 0.34 0.18 0.11 0.09 0.13 0.11 0.07 0.06 0.06 0.08 0.11 0.26 0.52 0.71 1. o d .49 0.64 0.56 0.42 0.47 0.99 1.61 1.36 1.14 1.11 1.08 0.69 0.42 0.35 0.45 0.42 0.21 0.16 0.15 0.22 0.17 0.11 0.11 0.12 0.12 0.09 0.07 0.06 0.05 0.05 0.05 0.05 0.05 0.06 0.09 0.17 0.27 0.43 C + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 177 .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 �j\ /\/ \/\/\/\/\/\/\ 4+ 5.45 1.46 0.43 0.25 0.16 0.12 0.11 0.12 0.12 0.11 0.11 0.10 0.10 0.10 0.13 0.18 0.20 0.21 0.21 0.26 0.38 0.49 0.43 0.28 0.17 0.10 0.10 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 �\ \�\ \ \ \ \ \��\��\�� ENGINEERS CERTIFICATION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 .2 5.77 1.51 0.45 0.27 0.24 0.24 0.21 0.17 0.16 0.20 0.21 0.20 0.17 0.17 0.25 0.40 0.54 0.51 0.45 0.57 1.23 2.01 1.63 0.76 0.30 0.17 0.19 0.27 0.40 0.42 0.32 0.22 0.17 0.21 0.38 0.88 1.94 3.02 2.88 3.01 1.49 .49 4" RECYCLED CONCRETE 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE 3. 4 2.18 0.87 0.41 0.41 0.57 0.66 0.52 0.36 0.34 046 0.58 0.51 0.37 0.33 0.53 130 2.21 183 101 108 3.32 7.8 547 165 046 0.25 0.33 0.76 1.53 1.71 101 046 0.31 0.36 0.57 0.70 0.77 127 2.30 2.11 0.7 0.25 0.11 BASE COURSE DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH + 6" STABILIZED SOIL BASE STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 0.7 0.60 0.40 0.41 0.85 2.01 2.81 1.75 0.82 0.71 1.46 2.41 1.90 0.89 0.53 0.96 3.46 8. 5.81 1 . 3 4.45 1 7. 0.51 1.77 5.45 6.78 2.69 0.84 0.49 0.83 1.75 2.23 1.38 0.67 0.72 1.04 . 0.20 0.07 FACILITIES, AS PROPOSED, CONFORM TO THE 5UFFOLK COUNTY + DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN 02 0.26 0.44 1.54 5.75 .3 4.52 1.40 1.22 3.75 9. 5.96 1.76 0.69 .36 7.76 2.17 1.15 2.28 4.42 3. 0.29 .37 O 0.63 1.64 5.51 2 3.67 0.99 0.38 0.3 0.23 0.13 0. 0.03 .01 EFFECT AS OF THIS DATE. + + + + + + + + . + + + + + + + + + + + + + . + + + + + + + + + .0.10 0.12 0. 1.60 6.18 .3 4.82 1.44 1.34 4.44 1 7 6 .82 2.09 41,f 3.08 1.25 0.63 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 7.24 .2 4.60 .16 09 0.06 0.04 0.02 0.01 STONE BLEND PAVEMENT SECTION cr! + + + + + + + + + + + + + + + + + NTS 0.3 0. 8 20 0.14 0.14 0.25 1.04 1.19 0.76 0.41 0.44 1.10 2.89 4.01 .11 8 0.10 0.05 0.03 02 0.01 0.01 now or formerly Russell Zellner now or formerly HOWARD W. YOUNG, N.Y.S. L.S. NO. 455(i5n Jose h Seth Tu5a THOMAS G. WOLPERT, N.Y.S. P.E. NO. 6I455 3 Denise Zellner p DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSci7 Noreen Mary Tusa SURVEYOR'S CERTIFICATION Map of "Shore ?acres" NI filed on January S, I0114 as Map no.41 I- subdivision Map of "Shore Acres" 01 jx filed on January 3, 10114 a5 Map no.41 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS 0 .Z MADE BY US, AND/OR UNDER OUR DIRECTION. 3 v 00000000 LIGHTING PLAN 00000000 1 SCALE: I"=40' _ I 000000000 s 00000 0 CAST IRON FRAME 8 COVER 00000 /DRAINAGE 00000 GAMPBELL FOUNDRY, PAT. NO. 0 / J PIPE \ 00000000 I0070 OR APPROVED EQUAL. o \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458115 CAST IRON FRAME 8 COVER GAMPBELL FOUNDRY, PAT. NO. 5407 OR APPROVED EQUAL. rn O PRECAST CONCRETE 4000 PSI PRECAST CONCRETE BOAT STORAGE BUILDINGS O IY O z TRAFFIC BEARING SLAB AS SOLID RING AS MFG. BY SUFFOLK STRONG'S YACHT GNTfi� MFG. BY 5UFFOLK CEMENT CEMENT OR APPROVED EQUAL. C) OR APPROVED EQUAL. at Mattituck, Town of Southold + 0 DRAINAGE PIPE 4000 PSI PRECAST CONCRETE o w m Suffolk County, New York M -X � N TRAFFIC BEARING COVER ^I Z Q W STONE DRAIN 0 20.00' °�, � 3" STONE o o REVISED SITE PLAN N - 2, - 4000 PSI PRECAST CONCRETE DETAILS o 3.00' STONE DRAIN 10.00' STONEBLEND �5.00' O I` �1 BOX AS MFG. BY SUFFONK I000 06 OF O a r 3" STONE PAVEMENT 2.00% 2.00% 2.00% EL=G.50 FFEL=I0.00 - CEMENT OR APPROVED EQUAL. Count Tax Ma District 1000 section 106 Block 06 Lot I3.4 D y p o ��-... z. SLOPE _ SLOPE I SLOPE O GROUT AROUND - ,_ __ ENTIRE PIPE o BW- 0.00 ._ Q� DRAINAGE PIPE !X Q D Q MAP PREPARED JUL. 05, 2018 FILTER , x y PAYED INVERT - I: 12 SLOPE Record of Revisions > PRECAST CONCRETE REVISION DATE 4 TOPSOIL FABRIC I DRAIN RINGS AS MFG. CONCRETE SHALL BE CAST IN °' FILTER ,' PLACE IN FIELD TOS,NYSDEC NOV.20,2018 SEED o STONEBLEND o UD Q BY SUFFOLK CEMENT NYSDEC JAN.02,2020 FABR G J _ BOSCOLA RESIDENCE FEB.10,2020 PAVEMENT ❑® OR APPROVED EQUAL. I L/n�� SCDIHS NO A#RAINAGE DEC.115,2020 u �❑❑ I DOCKS&HWM MAR.08,2021 3.00' 1 u 6 4000 PSI PRECAST BOTTOM DOCKS MAR.12,2021 ®❑® �J'LAB MULTIPLE MAY 04,2021 NOTE: MULTIPLE OCT.18,2021 IS DIA. PERFORATED SCDHS NOIA#3 JAN.03,2022 5.00 I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-O"• SCDHS NOIA#4 t1 W.06,2022 DRAINAGE PIPE 6W EL=I.4 SCDHSNOIA#9 JUNE05,2023 2.DEPTHS GREATER THAN 9'-O" SHALL HAVE WIRE FABRIC CONCRETE SCDHS NOIA#12 OCT.16,2023 15" DIA. PERFORATED O 1 REINFORCEMENT 3"xl2", I AND 2 MIN.VERTICAL WIRES- 12"O.G., 1/2"MIN.COVER. REDUCFIRE ED SCOPE JULY APR.08,2024 N DRAINAGE PIPE Z S.STEPS REQUIRED WHEN DEPTH EXCEEDS-1'-0". m FRENCH DRAIN 'A' $ 'B' FRENCH DRAIN 'C' $ 'D' N LEACHING CATCH BASIN 6 DIA. STORM SEWER MANHOLE Scale: AS SHOWN a N.T.S. N.T.S. NTS NTS JOB NO. 2017-0165 DWG. 2017-0165_site plan-2 7 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 ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)lTHE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 1 1 r_ 1 _ V �— — 0 0 7 RH\ I W m ` .0p, Q _ �0 WIRES BELGIAN BLOCK q / Q� --A — N New York/ ° 400 Ostrander Avenue, Riverhead, Ne York I I1-101 Sr°N\ N� q�� I I I Q to I. 631.727.2303 fax. 631.727.0144 lewgy FENCE admin(g)youngengineering.com a \ S6 c\8° a 4I I I\ o\ I \\ I II I II RpMP FLOATING DOCK Howard W. Young, Land Surveyor 3/1 1\ V?, \ �I \ I / s Thomas C. Wolpert, Professional Engineer/43 O% z 98 G C 0 1 - Douglas E. Adams, Professional Engineer I Daniel A. Weaver, Land Surveyor X Wj X E �Rs I \ I I / g a IX I 1 I O / WELL IX S 1 h I I \ \ \ Q I rn / � I \ \ \ X J° YN n X \ \ �a y X � I O FRPMGFRPG�- xl 1 2. / I 20.9' c e a RAMP FLOATING DOCK CID SHED a XI Cn I I I W (y 0 I I LL � BO 3, yv now nl 0 78°IMf mer I y c_ 1,61 1 I I I �I _ �io6o-io6_6 os�ola I X I I I XDO .200.00, I I I I I �� \ \ \ \\\ \\ I I I I I N � \°s 9 �\ � � - - - - � I 1 � I / X�I � m IL 0 X // /��u = a a- \ d N O \ X / I�6 - - - - - , X X X`t \ tz ao cYi FLOATING DOCK I / J \\ 00 00 X161 I \ X X �m Ix x o MI /\ O 3 v x \ X x M \ o x / \ M \ \ � 9� \\ X // nI / /� X 42.35' /fJ X / \ \\ �I III ��rnl // s1s°sa'I I"w \ — \ "X x \ a x / � ' NI 0 26.27' X I , r o �� z 4 \ I \\ I / X ^I X 0 ��H 60 3 �I \0 3� o X \ n / 0 w \ T X X / 4 o X \ N \ x M I N / / / I w °/ ENGINEER'S CERTIFICATION �I v v X v X I X�I �I / / / I SIX �, LLIi¢LIOIItt 16 n x / / °sue I \ \ NI \ I / / 1 u • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE X / / l / >>ey ^ I �. SIX DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME 16 gti 1 \ I I �I �I / / /x; ONO,)_ c°= FLOATING DOCK OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH rnX �X \ o / / RAMP STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL I I I M \ / / / LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK COU 9t, I I X \ � / / n �� DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN �ti IX X EFFECT AS OF THIS DATE. I N \ \ / / l I F 604 / F<\¢ In / / o / I / Li a oti- - - - - l EMI \\ \\ X X X m \ \ \ � MARKR IN COINCIDENT T HIGH WITH / X \ n _ _ _ / / BULKHEAD 9� 9£ `I — / /X \ MI X — — �I / I I �I X HOWARD W. YOUNG, N.Y.S. L.S. NO. 458�i3n Xo � X "' \\ \\ DTI X I I I °� Ory m ° ' " DOUSLAS E. ADAMS, N.Y.S. P.E. NO. SOSci7 / / rV 540 I6 33 E X / / / \ " I I o `°`� n SURVEYOR'S CERTIFICATION X\\ NIX \\ n X I x 6' m :p,uuq-..41mm.. NI / I 58 341I \ — — — — — — — — — — — — — — — J I I °°� 4 �88 7g1 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING s X // / �I \ N X� I I c� �� ^ BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR X / 1 oM 1\ ��# 0�� o TIE LINE ALONG UNDER OUR DIRECTION. - - - _ — N // �J� CWW EDGE OF MARSH y M / / V X N X X N �4 4 " O °x �Ix - - - - - - / X\ NI X / 0 �I s� i v �' s" N NI X \\ NI / 0,1 Z NI X X - - "I / � X �I X / o 6: N ^ X NI gZ X / x / 30 C / X .-X N / rn x 9Z — \ w r yZ X ZZ / / a X of N �IX / X^I �m N X W N DZ/ — NI X X �I �I X X XN 3 N o E X X I X I / X N = HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 9� �I ! X I / / �I s N m _ _ lu ° ,n I ua W 1p7.7q 1 z r of / of // \ x 6 4 L;N X X of of - / NI X / / `' 6 X o X \\\ BOAT STORAIS BUILDINGS A X Y $60, o o x X X / �S" .0 /� TIDAL VEGETATION AREA v STi�ONG'S Y GHT CENTER X / .-' at Mattituck, Town of Southold E �� / / nI Q I EDGE OF MARSH / �^ Suffolk County, New York o 0 0 0l NI X X // X�I X ,ryh `� mm REVISED SITE PLAN N 16 X X M °j X F'�C.1 N �� o ^I �I �I \ / I ,4os �I �I �'' ��°mry EXISTING GOND I T I ONS MAP o of X \ / IF X X 9 X M o X \o / — oR,� s (dry 1000 106 06 10 0 oX "� " "i X — — — _ \ XqY X�I County Tax Map District 1000 section 106 Block 06 Lot 13.4 A N ^IX X _ _ \ \ NX 0- S o C) / — — — — — — \ \ o MAP PREPARED MAY 22, 201c{ O S N 42.60 / — 9 586°10'20"W 'i4.6'I' ° 6I.34 NScf°20'20"w \ \ \\ 61 �I XMIs N87 36 50 W 182.66' -I�°40:2 W 14 N8 6°�6 j0' " N 31 2' \ \ Record of Revisions \ \ REVISION DATE now or formerl 5 0 .27'4OII "" "5S 2q�0 a 30— — — \ X y � now or formerly W I��7��'�� \ � �I � /X \ � I SHEET NUMBER DEC.15,2020 �� m O `9 DOCKS&HWM MAR.08,2021 / Russell I Ze I Iner �/ 12 y W X /� of I _ Denise ZelIner Joseph Seth Tusa 1 �I �I X MOULTPLE MAY 18,2021 ,�^`J I I = MULTIPLE OCT.18,2021 Noreen Mary Tusa 1 \ S 5 Z SCDHS NOIA#3 JAN.03,2022 � � N \ � � 4 \ S g � N SCDHS NOIA#14 MAY 06,2022 Do N N ro o SCDHS NOIA#9 JUNE 05,2023 subdivision Map of Shore Acres O N jZ o SCDHSNOIA#12 OCT.15,2023 filed on January 3 Icf14 as Map no.41 I— subdivision Map of "Shore Acres" "' 0 °° REDUCED SCOPE JULY APR.08,2025 , � o ° o � FIRE ACCESS APR.08,2025 filed on January 3, 1 cf 14 as Map no.41 - X N 0 � `Q 340 Iq, m / Zr 40 O 20 40 80 120 a � Scale: I" = 40' S JOB NO. 2017-0165 DWG. 2017_0165_site plan-2 a 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 INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. L�o �RH 'D WIRES iyp I I rn x_ _ N II III � I �BELGIAN BLOCK { °c- 400 Ostrander Avenue, Riverhead, New York 1I1-101N s � Z tel. 631.727.2303 fax. 631.727.0144�0%,Wqy FENCE admin�youngengineering.com W z a o °1/ oM z. �I \ CS M RAMP FLOATING DOCK 1 PME N Howard W. Young, Land Surveyor �I XM I I I z _ Thomas G. Wolpert, Professional Engineer GPRpGE I c� a Douglas E. Adams, Professional Engineer S "' "" I 1 I�16 Daniel A. Weaver, Land Surveyor a X ° �6 I X o 0 1z a U I m� XI I I I hl IX n a I WELL IX o u Lo J I \ \ \ TEMPORARY �' R " N I \ u HAUL ROAD Z \\ \ \\ ja S s �1 QFZ� / \ 1 � NOv�I FRS GPRpG ON N r 20.9'40 o b ~ DOCK ?►9 Alsj \/\` PQQ� // II XI / �� I SHED rJn RAMP FLOATING a w Yq STRO/v/, Lu '9�,91LLj �09 now �/ II i I i I LL 6 ga WN FFC.) O U W w CyT CENT j O� X X osco/o i 1 I BOG6_B I 0 s\\ � TEMPORARY STOCKPIL�-AREA_ _ _ I I I I -I MI 9 \\ X FOR CONSTRUCTION OF — — — — — SF�gy�q x o ZA �� RETAINING WALL �� I / BAYVIEW AVCz \ // rK� Qom= a Q- //�J �.Q (7 NNW JW 40 IF �, X / O o m so l \\ PHASE TWO: EXCAVATE R *AININGX _ _ h"� I n _ _ / o GTyo� x� \ MATERIAL FOR PROJECT — — — — // / X // wk m o FLOATING DOCK II 2 600± CY / // m ,1\ M X a� / M / / // ^1 Q a w J o I \ �� / °� J Y I O X� p® iGEY4MI�P - o \ MIX �GONSTRUCT RETAINING /// "� �� // 3 0 SCALE: I"-boo �X X WA�L�L-DURING PHASE 1 �X 9� ,/ ' i 0 3 0 \ 16OMPLE� .1(� w NSRTUCTION O N X N o � / CO RETQr DING W LL DURING \ _ _ O Q •t CO \ ` /� \ PHASE 2 \ _ \\\� _ r `' X X /� / / ��; � �I O gooO all RECYCLED CONCRETE opt \ Q ^ �\ " \\ / / / I tp �Q v °� ENGINEER'S CERTIFICATION GJ� \ Q \ __ X X I v / / / /� 1\� SuuuRc4lmm.. , oN3 iiiii % - � r - 1 I I \ \ \ S< °sue \ I \ I / / ,' I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE 0 0 0 0 0 0 / // //\// OAS , ` / I ' "" �* t / / /N BY ME bN I � �� OR UNDER MY DIRECTION. BASED SAL 5Y5TEM(5) FOR, TH15 RUPON A OJECT CAREFUL AND DTHOR UGH �\\�\\ /\\�\�� \ \� 8ti ` �I 1 I i` x / / // �� MI FLOATING DOCK STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL /\ , x ' I I / / RAMP LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GOU st I I I X \ b �/ / / X �� DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN bX EFFECT AS OF THIS DATE./\/\ \ CONSTRUCT RETAINING °�— — — — — — — l "�M� \ X' X ^ '\ \ / / I X �I MARK R IN COINCIDENT WITHWALL DURING PHASE 1 90 N ,DECONSTRU� HAUL/ it6 1I IDF. TE b ORAF HAUL ROAD CONST COED / I ' C1 BULKHEAD �IROADrtJdR G PH QSE �1 / 11 PRIOR CO EXCAVATION ACTIVITIES M I I X HOWARD W. YOUNG, N.Y.S. L.S. N0. 45b�i3n a Q) THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453 6" STABILIZED SOIL BASE X X // / `\ (ACTLA LOCATION OF H UL41OUTE TO BE �IITED I �" hm DOUGLAS E. ADAMS, N.Y.S. P.E. NO. aO8ci7 / I TO MINIMIZE TREE CLEARNG xm b M / — — _ _ N ) "� SUR\/EYOR'S CERTIFICATION ^ I TEMPORARY HAUL ROAD SECTION I ^ � M I o1 I / EXCAVAT101d-L-I-IIA.IT" X \ N� \ �I XI x NTS // OF PHASE TWO / \ — — — — — — — — — J I J� °°= b b 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING x / / �� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR / / (0.64 AC) X / �\ b NI X�I /I 0 40�0o�saN UNDER OUR DIRECTION. o TIE LINE ALONG — k�� FF<.� c�W EDGE OF MARSH — y M / / d. X X X N IJ) �R 4 N O U' x / / / -1 X _ _ _ X\ �� X , rY �i z " N� X� ` ' co 0 \P,H ►SE ONE: EXCAVAT / ^� ry�� ° co b / ^ Ni X DOOtN�B f LEVATION ± // �° 11 s s~ D� NI X NI / o s aZ x / — ' "� X �� 71,050�CY x I k 4 0 i tiZ X / 1 rn \ �-y Q�/�'V� 4 ZZ CID/ X��JJ N N X / X C3 OI I X NI I g b N DZ� N x X ^II X O N �� x N 3!v N 7 GJQ ^Qj ^ X X N1 2 ro 0 8 XM I <v ; ? HOWARD W. YOUNG, N.Y.S. L.S. NO. 455113 21 IV X ' EXCAVATION LIMIT X X`° 1 X I lu Z` b N OF PHASE ONE / ^ X ri Q°� o X I X "t ^ �� . (2.69 AC) °� //NI �� / x l�l BOAT STOfi�AGE BUILDINGS Jp X / x b sOs' / TIDAL VEGETATION AREA V o� / oI X b STRONG S YACHT CENTER pow / X ro S at Mattituck, Town of Southold Suffolk County New ork E ' I X EDGE OF MARSH / Y n o 0 0� X �� o /� �� X b1 , ° REVISED SITE PLAN N �� X r \ / b ti 40 EXCAVATION PHA51N6 PLAN OmOm \ � — — — — — — 1 _ / — ^ ' — — 1 !/� X cRq�e<Now oR/ s X s///( \X~� 1000 06 06 O Q N X —_ n I/ / O 1 ox ^� N - mac , \ X qr Xe1 County Tax Map District 1000 section 106 Block 06 Lot 13.4 ^x X � _ \ X 0- \� 0 7 p� X SETEACK LINE / �� — — MAP PREPARED OCT. 23, 2019 Ja / — — — — — _ — o M 9s/ N — o— ^ X�u ^ ,� �1 — 1 Record of Revisions now Or formerly 12 14 CV N N `O 28 30— — — \ `\ �� REVISION DATE N \ I PHASE AREAS JULY 01,2020 / X Russe I I Ze I I ner 1$ 12 now or formerly \\ m b rnl b �!7x ,orn - SHEET NUMBER DEC.08,2021 DOCKS&HWM MAR.08,2021 Jose h Seth Tusa 1$ \ \ m1 �1 ^ � DOCKS MAR.12,2021 Denise Zellner p X I MULTIPLE MAY 04,2021 TEMPORARY STOCKPILE AREA Noreen Mary Tusa 1 s 0 MULTIPLE OAN.03,2022 N \ � SCDHS NOIA#3 JAN.03,2022 FOR CONSTRUCTION OF p 04 N N b o SCDHSNOIA#4 MAY06,2022 subdivision Ma of Shore ?acres O -- oN f � � jZ SCDHSNOIA#9 JUNE05,2023 filed on January 3 Ig14 as Map no.41 �— subdivision Map of "Shore ?acres" "' � � N 1 °° REDUCERS O OCY17,224 RETAINING WALL � n/ o U o REDUCED SCOPE JULY 17,2024 filed on January 3, 1 q 14 as Map no.41 0 X FIRE ACCESS APR.08,2025 NO CID 9\ m / z 40 O 20 40 50 120 J IfI \ a Scale: I" = 40' / s JOB NO. 2017-0165 DWG. 2017_0165_site plan-2 9 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 INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II1-f01 tel. 63I.727.2303 fax. (53I.727.0I44 admin@)youngengineering.com Howard W. Young, Land Surveyor . + ^ Thomas G. Wolpert, Professional Engineer + �' • -u-->~• - Douglas E. Adams, Professional Engineer g Daniel A. Weaver, Land Surveyor .r - yam. •�` C �.T• i, � •+� �\� �\ - -- ... •#.; �. .� -,f f"A. !. r . �' fit,• ,'T'� , _ __ — • .,. +;J' < %v.,at.� :�F�` ,'.r. �• .i_ �,�_<s 'Y,1.: - �� mot;' ,} yr I (`�: � "``° t• �-- — — — —� --- --- L' �T fir.- � ! 1b' - [ `' _ }.• '� ,xy • \r `�JdG 7• i •r r n� I 1 �'-'j y u ,1 T a .e� . , i. ` t,".�A}1�.. 'a'. � W � ,:��, � .�, ,1 r i ' ;i S ', y -'l,� 7 �>'�♦''r , '- t .j w�� n. ,j t..�` >�;1''��y^ •� Y- .. .. T) �t f fit+ 1 c t +r+ rjfyt +: y r ff''x♦ +q�� f :' •►•� ♦yr }} �, ,'��. t ��1 '.rf \' " i�;�'�♦ :1 ]�, �\ y, t ! � '.$ 'F 'I'. 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ADAMS, N.Y.S. P.E. NO. 505ci7 Cl EXISTING Aso, CLEARED AREA y Ay- T'}'• .. >• ,k SURVEYOR'S CERTIFICATION wl it � A,y�t' -� R n � t• '.7�-..`�', , .� o ' 6' c c +S i,,`q�i },. :+�,.^ e_ + 1 - - .i)tc..•3•- `i~ - !, - A' v! / ' t 't • 5 x5 SECURITY �', .'�r :r i, ` 4• •c� ;� / I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING s , � 100 �(/ • ►f 1 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BOOTH fif '7 ,1` `�It` 1 UNDER OUR DIRECTION. Ild _ o ',�-'•�;'"-. •,•� - ' t�� 4 � '�• - WIDENING Q � t� � � ' - � `' • •: • , � STABILIZED RCA SHOULDER .`� i .' . �' •F: ,� ' �� ,' ,. '� = '`' •. i >y Lit� { 4s'. J _ '� • ►'h.� y1�'�... ,?nrrf S!_ r •,1"�F_ 1 ; " O / 1 IF CO r( - _4 ' - :,. `� 'T•< •i' ". �`rr.v 1 't�- ►11•Mr�-._ Ah, 1 T ra HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 ' - � u.�.• x�. [ r ` yam. , i , �. ► SIGN "CONSTRUCTION ENTRANCE" .le ' tip �,�, � � ,� .; �� ', ;� „;. BOAT STOfi�AGE BUILDINGS t. . STRONG S YACHT CENTER }r'� �-. ,�_t , .i r: ,_ •4. '� ' `�>:_ ; f,.; �� •�'~ ': -" #. .rR" *:'.. ..y* ;�:=;' +� � 't` t at Matt"Ituck, Town of Southold '� r. � r •-' .. _ 1 � r'.. k - i.1, � E 'r �, ; , r .� , , :�►':,, . �, ° Suffolk County, New York - •r` '�'' .Y* �. � 3'.•�� '• fit: $� "1 �s:� "_, tr!i•, � - 1 1' y1.�r_�' r w 4"jl/- � ��' t wyr �J' a ��. +' f'►� _ .. �� ,� �* v - -,, REVISED SITE PLAN N 8� - ".•. '.. -* '"':7,.a •.•� KS. ti7,. / 1� •"`�,t ' , `A •r •,i+, �.`_ HAUL ROAD PLAN 'e 06 ' .•sr is,; a► ,y + r * vim, ! "� - ' .� � �, � 'r. •� �:",. '.�K�► �.►• -'n ,., �. ;� ,;;'�s '�' 1000 I06 06 IO / ,+ ,y X•"f` f.c . ,�I► `';ice !l ` 1 ,_�'% �'; i. r r .� ti;, �. ,; County Tax Map District 1000 Section 106 Block 06 Lot 13.4 A. "Job •"�; 4 e r- 7 '► _ - ;�' if , f +l:': Zvi, / [ {♦_� [► .. a jr "!'• t - • - sr: .', , <� .jr �{' .� `.'.v - • .-:- i? 1 1 MAP PREPARED DEG. 15, 2020 `A rX < 4%4 ! - 4.- 4-L - ,-'`�• r! ~ •�♦ •1' •. ~.' ,' •( .r• .l j. :+ , F < r Irk• :} W. 4 Record of Revisions ' ♦1 A;� �. + + �t' REVISION DATE ' � R" �' } s' ! L R:.. �+�•• Ti g f r� • ,r'Y M 1 ' , � .71' t. �. A' =J• ;f.•. 4% J * r {•. DOCKS&HWM MAR.12,2021 -*1� �` �i�. -_ � �� it 4r t � ?, .� `JV!„� l�' 4 � � h � �y( 'ti�. y. �:.� T. r,,• 'i <. y DOCKS MAR.12,2021 ti. }�'V�� :'E R•- s.•i :� .. a f i.. . 3 ! _ ,1', +. } Aj� ';i MULTIPLE MAY 04,2021 ` ! � } i , ' r,. gyp♦ �; f i j.-J MULTIPLE OCT.18,2021 ow 6♦' - {'.-`* a c il-�,� 'f ' `�'r4•:f< - ' •'• i , '�• R r •� 1 �f e�' SCDHS NOIA#3 JAN.03,2022 l , l t' 4 ;� �i r k ► �+�k SCDHS NOIA#4 MAY 06 2022 "' n ' r, < c • /,N•�, •,� r ��. f�/. ITV 3! 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' a_� L 4'/ '�s .1Ft> � Scale: Irr = SOr TyrJOB NO. 20I7-0165 DWG. 2017_0165_site plan-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 INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. °RIV�AY FENCE I EXISTING WELL TO BE \ I FI E LIN� � o � O � a � � 400 Ostrander Avenue, Riverhead, New York II�f01 o / USED FOR IRRIG?�TIO I I I I d ➢ rn tel. 631admin@)you l genginee n(g com ° 2O / PURPOSES °' ONLY I I I W r \ R� I I I m W RAMP TING DOCK • \\ O � \ \ / P�P�•( � 1 mFLOA N PS GP I I N I\ \ I I I -6I Howard W. Young, Land Surveyor \ �x \ I I Thomas G. Wolpert, Professional Engineer ineer X o N w Douglas Dan el ASWeaver, Land Sury fsional gve or C _ I I^ xl N "� 'XI I I II '6I M o S I I In I M E�EGTR+G I WELL )I I aI SE��KDIE:R O TO BE I 60.1' / x x I ROUN1b I ^I GENERAL SEG2UENGE OF SITE ACTIVITIES TEMPORARY I I I FROMITHIS E9cISTIN6\ HAUL ROAD 2 `° I � I \UTILITI( POLE\ I. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES I to \ \ \ (SILT BARRIERS, GONSTRUGTION ENTRANCE, ETC.) STABILIZE w EH x 2. CONSTRUCTION OF TEMPORARY HAUL ROAD. CONSTRUCTION I FRPM�PRP�� / \\ \ \ I °I 3. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL I\ \ \ I I\ AND BAGKFILL MATERIALS. (EXCAVATION r// °`�� I 4. EXCAVATION AND INSTALLATION OF RETAINING WALL. PHASE 1 ) \ / // \ I XI I I o / Y \\L / II I ' \1 " 5. GONSTRUGTION OF BOAT STORAGE BUILDINGS W S. / / rn I / I I o 20.9' RAMP FLOATING DOCK sTRO \ UpL / ��S I XII l I I °° SHED c� a 6. INSTALLATION OF STORM DRAINAGE AND APPROVED YACyT CFN I S U \\ \ P oa ��IF)NSTALLAIMENT �IOI�OF SITE OL SUTRIL TIES. �O 8. INSTALLATION OF PAVEMENT. 61 I I U 0 0 1I G. FINE GRADING AND VEGETATIVE STABILIZATION (TOPSOIL, _ I I / !Y U p m SEED, SOD). Gk o \ \ \ \\ \ / � EXISBE USED FOR I I I �\ U,• � o \ ( I I I I �' 10. INSTALLATION OF LANDSCAPING IMPROVEMENTS. \ \ IRRIGATION \ \ \ PURPOSES ONLY I I I I I l 0 1) \ N 11. ALL REMAINING TEMPORARY EROSION CONTROL DEVICES MAY BE REMOVED ONCE SUFFICIENT STABILIZATION HAS BEEN ACHIEVED, AND AS ORDERED BY QUALIFIED INSPECTOR. O \ x o I I I I l BAYVIEW Z AVE• 9� x/ I I / / a U w zt� // � w N �U Q aNro w �O \ x v \ / / // / N /n oGi �Q N m x � _ - - / / a I� \ _ - - - / x / / T10.25k� O r KEY MAP 4 CONSTRUCTION ENTRANCE #1 I o // 139.75 �/ m �_ m a FLOATING DOCK SCALE: III=600' \ n x n O I \ EDGE OF EROSION MI EO \ CONTROL BLP,NKGETS INLET x I P O6.90 2' x \\ (BY OTHERS) �- IOU o Q � 3® 3 Q \ x x x \ x FIELf� I.0 / o N /// J � a I M \ LEACHING LS / � a \ \ x 4O DEEP POD END STONEBLEI� Q \ (12) IO'171P`•X5• / PAVEMENT QO4 c� x CONCRETE q F \ \ H I.o � ,:V. 7.50 �w WASHOUT AREA \ \ six M \ / Y \ x RIM=16.50 / �� " o G / x � Q 6' HIGH BLA FEE I _<,:, �-^:• '��' / x , o 0 iwa _x U_ _ V 9 7.40 nxmin o x / / ' o " _ 1 / UG ELECTRIC u -iiaIN / I FRENCH DR 200'L �J1 °J 7 30 FLOATING DOCK x 3'WX3 D / / INI RAMP 9ti I'� I RAIN '� III ROOF Rtk TO I x FRENCH NOFF x S6 L m CONNECT DRAIN a / l I / /x /I/ tit III 3'Wx3'f� I " \ FRENGt PLANS I x RGHI MGTURAL\ / / /\-9.3 / / / 7.10 `F�, M STABILIZED a� II I (SEE A OGAT\ONS) / / /�� CONSTRUCTION III m I FOKZ DOWNSPOUT L / I �4 ^ \ � / / / r /�j 7.2o mq ENTRANCE ot- - - - - III J EMI \ x / / x 9.95 / \ / APPARENT HIGH WATER x MARK IN COINCIDENT WITH 9£ / BULKHEAD 9�II /X \ O x O RY x - / \-9.50 I �/ UG ELEG of II n / / of jt1 OSED 1 S IIv� 16 CO b.95 SERVICE o x / PR STORAGE BUILD MI x xm 5pv Tx n� // III_ - - // I BOA 310 SF \ " I I/ �I TEMPORARY III - _ - -/ / F5EL= �.00 \\ M� xI I /�I/ s STOCKPILE AREA Mx /�� \ III / N0Ba's\e \- - - - - nI XNI- - - - - 5 _ _ I� / _� Z / N v F W EDGE OF MARSH / x� x TION FOR OWT / / ^� # OV1� o TIE LINE ALONG I / / / - -_ N / M �ROPOSEV LOGpANEL # BLOWER /� /A/ N"° F a N MI - - - / �\ GONTRO �I / I/ ��J <'g cD2 " x�I (3 NI R pWTS A rHRooM / ry�l' �r7 ' � Q ENGINEER'S CERTIFICATION Z� N " /// OO NEW 50 ALA N- DEEP Ig NB' (152 SF) /"�/ 0 O �87 � MH 2.0 a 5�- Y5 x ^ 4) �-15'W X S. OHIS& GAL " / /�/ az x Iq.50 a �I To ( LEA N N x Ic oo T I/ �� OF 9z IEIM6.5 8 Q CONNECT RO NG��EL1�� x 5pR6 FUTURE EXP o Z IE=1O 2 LEA AL PL r S N \ UV�S ELEC/ /�/ U ��<v / L ,s W M GHITEGTUR 335, ^�_, DB x / i__ Z OF EROSION o (SEE AR TI S) Z/ E1�G OL BLANIGETS N FOR DO?ISSPOL"t � x �/ x _ _ W oZ ^ GON (BY OTHERS) x ° x x \ -�� /�/ 4�qk -Quo, /�/ 10 xN 38 co 8� x ^I x NI 9 x M ti x LEAGHIN�' FIELPD INL q.00 50 1 /I I> ♦ / �� p�v��o^ti o �� 9.50 DEEP EL= 9• i O INLET g50 ^ _ x /�/ 2Q�vo w THOMAS W. YOUNG, N.Y.S. L.S. NO. 456145 x I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 ^ o o EL_q•p0 ENT _ DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSci'7 ND i N x 1lLl ov x x of y C>TONEBLE A 60S 4� // / TIDAL VEGETATION AREA V 7.20 4�4kry0 U_ BOAT STORAGE BUILDINGS W ' NJ/u, • ^ 7 ° �Ur � /// Q EDGE OF MARSH / STRONG S YACHT CENTER I PROPOSED / � at Mattituck, Town of Southold BOLLAR ♦ 7 0 h �� / F_ X A� 900 / �� N FF�.)� I Suffolk County, New York N 9.50- T1 / 7.10 / °S 3 / 7.2 ^� 61 REVISED SITE PLAN 8.00 '�a�F� °R�� / �I s1 SILT FENCE o x 10 B8. ° &ZL 7 20 �Y x EL 8.40 2 2 ERGS I ON SED I MENT CONTROL PLAN o T11.00 NN 16 8 4 B9.35 1a x ® IE=5.40 ^x h 1000 106 06 10 o �� SETBACK LINE 5. GONGR - 4 060 �I I �1 -R County Tax Map District 1000 Section 106 Block 06 Lot 13.4 o / M B8.8 �`AINING WALL RI\ _ ^ x M= g 1ry 14 6 o ry " ,L� j4.20 MAP PREPARED OCT. 25, 2020 a x 12 NN ry N 28 30- - - \ \ \ 1n _ ro o; p 40 12 INLET \\ \ �I x Xi `^ 1 o I Record of Revisions EQUIPMENT/VEHICLE x °I ,\_ REVISION DATE / PROTECTION I FUELING/STAGING & N \ \ rn J SHEET NUMBER AR.08,2021 � DOCKS&HWM MAR.08,2021 MAINTENANCE AREA " " ° Z� DOCKS MAR.12,2021 h " N \ o o MULTIPLE MAY 04,2021 U o MULTIPLE OCT.18,2021 o x SCDHS NOIA#3 JAN.03,2022 TEMPORARY SCDHS NOIA#4 MAY 06,2022 O STOCKPILE AREA SCDHS NOIA#9 JUNE 16,2023 INLET � �\ SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 N / Z PROTECTION \ FIRE ACCESS APR.08,2025 40 / s o 20 40 So 120 Scale: 1" = 40' JOB NO. 201 1-0165 E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET 0= STAKE FOUND DWG. 201"1_0165_site plon_2 I I 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 INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. I ON 3 SLOPE HAY BALE MAX. BERM SAND BAG 400 Ostrander Avenue, Riverhead, New York II1-101 COMPACTED tel. 631.727.2303 fax. 631.727.0144 BAGKFILL WOOD FRAME admin(g)youngengineering.com N CONSTRUCT SILT FENCE SECURELY AROUND ENTIRE PERIMETER I— — I- PLASTIC FASTENED AROUND ��((� / CONSTRUCTION NOTES OF STOCKPILE �IIIIIITIIIIIIII_'I I I I 1,1 LINER ENTIRE PERIMETER owtY I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. X I— eJ 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT. FROM Q -1111 O CONCENTRATED STORMWATER FLOWS,AND INLETS. —I _ _ Howard W. Young, Land Surveyor 3. WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES I I=III=I- ,I—III—III—III—III_—III—III—III—� Thomas C. Wolpert, Professional Engineer AS APPROPRIATE. STOCKPILE GRADE Douglas E. Adams, Professional Engineer I_ 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS 2 DIRECTED BY ENGINEER. SECTION A-A SECTION B-B Daniel A. Weaver, Land Surveyor 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACH5 ONE-THIRD(I/3) OF THE BARRIER HEIGHT. LATH AND FLAGGING ROUSH HEMLOCK 3 ON THREE SIDES TOP OF BERM FIR FRAME cD/ SAND BAG ,ram 5 k GENERAL POLLUTION CONTROL MEASURES w TEMPORARY STOCKPILE NTS IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL S HAY BALE STORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INGLUDIN&, 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 B MEANS) AND SHALL REMAIN UNDISTURBED. on :1- 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 SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL o DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, �M TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES \ o� \ "BELOW GRADE" PLAN "ABOVE GRADE" PLAN SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. — i o \ U \ CONCRETE WASHOUT MINIMIZED TO REDUCE RUNOFF 3. THE LEN&TH AND SVELOCIT ES OF E RUNOFF SHALL D SLOPES LBEBE \ 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 MFS BY DANDY PRODUCTS \ SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE OR APPROVED EQUAL \ LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND \ SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. \ \ \ 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO &RATE COMPLETELY \ \\ \ \ LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED COVERED BY O \ \ \ \ UNTIL THE SITE IS PERMANENTLY STABILIZED. HIGH-FLOW FABRIC 00000000 \ \ \ 0000000 O \\\ \ — — — — o�,� \ \ 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH O LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED d�ooe� ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE 0 \ USE OF APPROPRIATE INLET PROTECTION. \ 2O\� \ PLAN FLUSH INLET � — — — — � — — � =)o — — — — _ 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING — _ — — 0� NOW '0N00 \ CONSTRUCTION: A. WATER-DOWN ACCESS WAYS, STOCKPILES, AND — — — — — — — — — (]Nno� \ \ \ MATERIAL PRIOR TO LOADING; B. LIMIT ON-SITE VEHICULAR SPEEDS USE DANDY BAG — — — — — — _ ti\ \ TO 5 MPH; G. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL SEDIMENT CONTROL DEVICE — — — off\ AND CONSTRUCTION DEBRIS. AS MFS BY DANDY PRODUCTS \ OR APPROVED EQUAL 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WOVEN WIRE FENCE \ o \ GDN�. /�� SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE ati S¢° PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, FILTER CLOTH / ° / PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND PAVEMENT \ DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS SURFACE / \ 3`ro� / \ 2 NECESSARY. FLUSH INLET �b �O pFC G. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE UNDISTURBED DISTURBED / �� i ? K CONC. ` �i�eP PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER AREA FLOW AREA l o �oN\ �byds Fp �- 1155' STEPS �'iyb' 00 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO ��iy� b\ 0- _ 00 W �j W N ,h0 INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, _ �o \ c7�d7\ ,t , �^�O O No w 0 SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF SECTION 2� a o ryw N �N w �rybry SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, =1111I II „III-1 bo W Q v 9 o °?°�� AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. SECTION l \ 11bydSb N N Q O Afo ^1��x 6 ti a FRAME „� .11 FLUSH INLET PROTECTION / J oa �N / x / ? GARAGE 0 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH NTS / a ez 2¢5 OVERHEAD W s _ // / kya ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WOVEN WIRE FENCE / W� \ _ o I _ — r2 � �. z WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL AS N I ° �/ I / w SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. Fp�ON ��n o2m m az / c G°NG / / / °` I _w 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT ENCOURAGED / \ \ J�y6 �� ° � �s x / / / / ��bi o AT THIS SITE. CONCRETE WASH-OUT SHALL BE PROVIDED. \ n / Ovd Sys 52 � � � / / / ' )Iiyy7 � C> e GATE �Q FILTER CLOTH / \ so— / / �0 1 �3n� d� 66WELL oz UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR IS / \ 48 �I o•os Yw �I RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF \ \ / / / / X .�oO E zZ I-1.5-1 CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, Jw AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER SON. q6 // / / = z w AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL w STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY a� // / REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD �a CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR n� NEW w LLa REVISION OF THE SWPPP WHERE APPROPRIATE. ELEVATION / l� a / / / / CF/� l s �I / _ - INDu ;R 3 HANDICAPED \ n (4,g STR/q� PARKING"NS / a \V1v11 'O Sf� RAMP SILT FENCE / " 0 s NTS / X/ �1 I \ 21 ^HANDICAPED v / 42 / / / \ PARKING" o / / / / ¢3¢ SIGNS O F.FL. 9_6 � 50 // // // ro WELL II GP FRAME b ? r 2 STORY Ni MIN, / "° X / h �Xjs ¢.¢ �o BUILDING o EXISTING STONE PAVEMENT 2 EXISTING l / / / >,�� T�kG �a (no �, o ^I GROUND S./ PAVEMENT / / / / // �b SF ST bs 40.5' 9.0' NEW o_1- 3 236, S2-, 4 /, aw „NO ARKING" ga ml MFTq� W SIG MOUNTABLE BERM / / / IXm �NO /NG h° C3 , NEW �� - ENGINEERISiCERTIFICATION rnl FILTER CLOTH O (OPTIONAL) / Q/ ^ I 1 I M r17t• 1 I �/ "NO PARKING" 7 CONMEN FORASIGN TB 5� M I h SIGN LIFT TRACK INLET sl PROFILE ° / / I\ \\ \� SToRq �� // �� L,� TRACK I EXISTINS PROTECTION T12.0 12 4�0 sf z 2 STORY 9.55 610.0 4 1 9� �� o re 5 6 m I &FAOFFI=2,702LSDF (DRY) / MIN. 9.30 N \ �/ o =1 \ m h WASHRAGK N z / o \\ \ 9'20 m I 3 (OPTIONAL) — / / s\ GRP�1(I TY RZ?� N I NG'6FVLL 9.40 9.40 N X '� Y HOWARD W. YOUNG, N.Y.S. L.S. No. 458a3n o?NQT RET IN NG�, 1�T,4R r.` \ 8 J 1 �� I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453 / z / EXISTINS " \\X� \ \ T18.1_ �� Y a STORY o DOUSLAS E. ADAMS, N.Y.S. P.E. NO. 505Q7 �I 2' EXISTINS 2U STORY 3' \ �g10.5 \ Uw EXISTING V z O COARSE MIN. PAVEMENT /� / FRAME HOUSE 28' " \ BUILDING I &ROUND — z AGGREGATE 40 0 / Igo 10 SF OGP \ I I �> 11 w / ° / o, I W N BOAT STORACGE BUILDINGS �^ �N\ O X \ \ \ rw\Z a m UN I POCK STRON& S YACHT CENTER >. C rjT \ U X w FLOATING N � " � to O U rii PLAN _ z_ // // D (D 10 09 \ T16� \ ��ll 14.1 � ° ^ w� at Mattituck, Town of Southold N M a v� X B10. 0 o / / 40 3 �� — T12.0 II \ U �oI Suffolk County, New York 0 — — — — — — — — — — — — — — N DRAINAGE TO SEDIMENT / WELL o — \B10.5 I 60.1 F'FL. i go I REVISED SITE PLAN TRAPPING DEVICE / �` N `� � II / N SEE NOTE 8 / \ \ O GRAVEL DRIVENAY 243 \ e \ \ I m w EROSION I$ SEDIMENT CONTROL PLAN aX �\ I \ I m 1000 106 06 10 County Tax Map District 1000 Section 106 Block 06 Lot 13.4 Uj CONSTRUCTION NOTES Z Z 0 r { a I. STONE SIZE - USE 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. / �— — �o o1gRH 1 rn MAP PREPARED OCT. 25, 2020 2. LENGTH - NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 — PX �O WARES )yp I I � �C � FOOT MINIMUM LENGTH WOULD APPLY). I BELGIgN — lP as 5. THICKNESS- NOT LE55 THAN 6". BLOCK A / \ I I — Record of Revisions 4.EG EISDS OGOURSINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR STp�f DR/b I I I / �� = REVISION DATE 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FWgy FENCE I V7 SHEET NUMBER DEC.15,DATE 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION Z I I -1 O m_ 020 DOCKS& MBEHWM MAR.15,2021 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A / I I 03 m-A a ° I DOCKS MAR.12,2021 MOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED. I I - -7 a N D m MULTIPLE MAY 04,2021 -1. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL °O L 20, of � � r � MULTIPLE OCT.18,2021 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT W m fn ✓00 0 DOCK SCDHS NOIA#3 JAN.03,2022 SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED p jORY o t I o I I I C I RAMP FLOATING SCDHS NOIA#4 MAY 06,2022 IMMEDIATELY. \ \ cV of / r SCDHS NOIA#9 JUNE 05,2023 S _ 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN("1) \ \ NPR( FRPMGE �� I I z I I C) a SCDHS NOIA#12 OCT.16,2023 CALENDAR DAYS. \ Pc�P GpRP I I Z a REDUCED SCOPE JULY 17,2024 3 \ I I { c FIRE ACCESS APR.08,2025 N 1X II I I III - ° z " � 1 I III i �I �I m ^ X 40 0 20 40 80 120 STABILIZED CONSTRUCTION ENTRANCE 4 � II I III ga Scale: I" = 40' NTS 16 XI I I t, JOB NO. 2017-0165 DWG. 2017_0165_5ite 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 LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIg01 N tel. 63I.727.2505 fax. 65I.727.OI44 admin@youngengineering.com 'Nip f' T F: �- YF � � `� r`� �" -='' c=•- Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams Professional Engine W 70, E � �.,•�� '. •'' Engineer E , I Daniel A. Weaver, Land Surveyor 'tr.:.. ,.--: •' 'iRA K t �,, r'"- .III' J , ..'y f: now or formerly Glebe Associates, LLO now or formerly R. E. Strong ------- - -- now or formerly v ' �'"t ' A 3" North Fork // ��` S��E ,��o o� FRAME �p� (D GARAGE . f Project, L L G i i \\� ` Y0 PGl_ Oo�'Yry�!Y ° „� ` .tee• g/7 !'V gyp. 2 Or �' i i �T� FRAME - a Or + / BUILDING • i / + ono bsmt•)IN '#rq r '/^,\ m l� lyre`erl� � R: ! O u_t + + STD ✓ � °�. /L l 1 MET �'Y ✓ a^" ;` �y,,` _ /fin e + +� / / FRAM RAGE ,r4 r S�t•� ✓` °' . �" ' . -- U & GP ed ' i � gg�t•I •..tV �! r.trt� � I f �- RY O / / gUIL G to o �� .. .,. -j03 FR FM o� 2°\��, LO GARAGE 0 Hq R°w C�3 �� ,qp ENGINEER'S GERTIFIGTION 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE + pUSE DISPOSAL SYSTEM(5) FOR THI5 PROJECT WERE DE516NED BY ME + GARAGE OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH SHED STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL `fl POO C FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY ►, L DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN •, o � # / G 0 ,✓ � EFFECT AS OF THIS DATE. ►4rl�k' 3• � p � , rn o HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n r THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61485 N � /��(/� ,• wa w/F ———— ---__ DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOSg7 ►R� o z __ _--- SURI/EYORS CERTIFICATION < 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING ofI �t ; r� ` / • OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS t�� { fry#+ q� 335 MADE BY US, AND/OR UNDER OUR DIRECTION. P 411 i0i 3 \L =fir F 40 r o M., HOWARD W. YOUNG, N.Y.S. L.S. NO. 458,15 Sa �+ .ry.�-i��' { s:iR BOAT STORAGE BUILDINGS li. �( 3 _`. CS -a-"f. �.i� -�i �� ' ��L•. ;+rr ,i� ii':Y' {d � oY; / T ' F* y , STRONG S YACHT OENTER i1.r`�- } A.: .Nr ' _y-- - 11t - � - . ` � _P �. � ;�;�. h rl.,.r �> at Mattituck, Town of Southold �; �V r • �" �; / E <�'? ��- „ a o/� Suffolk Count New York o � S : s. p ��' 'V� ✓C 1 rp c .� ��I,: / I �t �. ��,}•.>w. .. REVISED SITE PLAN '' r: e '�• = .E- z f, vt y ,s .i + ', now or formerlL� N � :` -.2;• pt,.- .•rt .:�.. xq t. .Fu L r: i' .i I; 1 t {` .,t Y r.-u �O :Y ''. ' .i7:-,' J �Oh AERIE DYER AY ..u , , ;Y � F i � 1 pp Q� t Russell Zellner ` f r-ii! t�` t - , Denise Zellner 1000 106 06 to a, now or Formerly" �• •� .' , h.° . � ', "' � •' �: Count Tax Ma District 1000 Section 106 Block O6 Lot 13.4 ; ►3 y y p 1 1 .:�� f=. { �I 1 l •f -�..� .1r A�'�, ( I f(( �a '1:.' � iP` I'i:rf C s. - Y 4 - 1 SJ, 1r (• - 1 : ,� - i r 4 fI !.. I 11 O . ,, � I 1 �, dose h Seth Tusa � x. I ;'; . I ,i `I; i Y p a 1 I ii a .fr i' f 5 3 r� 1 / - � Y• 1 t r G f y s Y. f If { a MAP PREPARED MAY 04 2021 Y' r a• Noreen Mar Tusa y,. {]p} q .•# �L F Y .r i , l` J t : t i+ a•:} , Record of Revisions b 1 c �i J1. �• �: 'Y.Y a 3.' S N �• '�,. � REVISION DATE 1 t -,ti r I I I I 1} t �_ 6 subdivision Ma of Shore Acres 3 •v.v MULTIPLE OCT.18 2021 P r f 1' -,�: SCDHS NOIA43 JAN.03 2022 n, 41. M t •x:• � , •-r - +r .. , : ., �' _ _ -..;- � � .. : ,>_ _ -- ,,, -, .- .. filed on Ja January 3 I�14 as Ma no.4 � SCDHSNOIA#4 MAY05 2022 7 1 s f. r 1 1'1 r / �+ y lug Iwo - -#. . {-. J-... - p .', SCDHS NOIA#9 JUNE 05 2023 � i;!, ,a �. t , s �' w 1¢, i 'f 1 '; e `( - �-• 1r {�-. A ' r ,... a -, ,� -•, 9 , ,_ .x�l -., y .- .. - .. 't; : .. 'i r- •. ,.. ,:. 1 i. : SCDHS NOIA#12 OCT.16,2023 _ k.. , - � .. ... .. REDUCED SCOPE JULY 17 2024 a - � ., x '.. F , : t. .. ... ,' ,:. s „ -. . :: - .. 1. .�, ..:. R ,. ',. �" .-... ,+,.. - a � -v, 1 s t.r'� •J-r FIRE A E APR.08 2025 i 4 pp J h 1 1 pp 1 *may y : b 1 ti r Z � I'-i is ^� '„ = E.: , , a. :_ r •ilf- __... .. a� r ... u �...l•L...a r�2k.:... _. :- ._ _.tf, - ,. _ ri'.. -. f', :-; t f%ti�' _ " 7 N r m 100 0 50 100 200 300 0 Scale: 1" = 100' JOB NO. 2017-0165 DWG. 20I7_0I65_site plan-2 15 OF 15 71 = MONUMENT SET ■= MONUMENT FOUND = STAKE SET 0= STAKE FOUND