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HomeMy WebLinkAboutRevised Site Plan Rec'd 4/16/25 (1)UNAUTHORIZED ALTERATION 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 TOO DDI 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)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651.727.250a fax. 651.727.0144 odmin@younganglnearing.com Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer I DRAINAGE CALCULATIONS Lot 1 I I � / a46 � Douglas E. Adams, Professional Engineer �A45.._.-- -- Daniel A. Weaver, Land Surveyor iV=ARC _ _ - _ _ _ - _ A=AREA OF TRIBUTARY(S.F.) E CMF RC RCF- / R=RAINFALL(FT.) w I _ CMF / " / C=COEFFICIENT OF RUNOFF SITE DATA Lot 2 I RCF - - _ / 10004729 I 1 - / A44 SCTM NO. - - - I J 1, 3 / SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. I TEST HOLE DATA VOLUME REQUIRED - * SCTM NO. 1000-47-2- - S W =1 j La °i / / co TEST HOLE INFORMATION FROM APRIL 25,2022 ROOF: 1,068 SF x 2/12 x 1.0 - 178 CF 9 - 10,351 SQ. FT. o = I o I 3 / SUBSURFACE SOILS&FOUNDATION EXPLORATIONS VOLUME PROVIDED * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. now ' v 1 i 0- / / / PERFORMED BY SLACKE TEST BORING INC. _ 1 -t or formerly I L ►-, vj o L / / I �AQ 10' DIA.x3' DEEP STORM DRAIN - 205 CF SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. 0 1 o 1 Douglas Dwyer& Eileen Dwyer I 2 i 0 a 1 / 3 / * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. I now°r for I 0 - 4- EL=10.8 0.0' formerly o .� •� I � TOPSOIL/ SCTM NO. 1000-47-2-11 1 Joan I a / ORGANICS 2 VOLUME REQUIREDFRAM SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. / ' Miles Lot 3 ' I i h I SHEDFRAME ' now or formerly / 3 / SILTY FINE O / IPF 1 SHED FRAME 1 Thomas R. Shearin& / A42 ROOF: 11,302 SF x 2/12 x 1.0 =1,884 CF SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. - RCF b, 616 SHED N89053'40" n GRAVEL / " CMFJO N 182.00' Wanda Sue Shearin IPF 628 u° �° 4.0' VOLUME PROVIDED SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. ' I S86°15'00E---- -T23.77'-. o MPF MPF _•-_ _ - / CLAY W/ (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF 1 _ w' 6z�------ -"-•__• `. D� / on sE SCTM LOTS 11 THRU 15 ARE TO BE MERGED PER ZBA APPROVAL. - - #1 /AaV GRAVEL SCTM NO. 1000-47-2-12 now or formerly Lot 4 r, / •`-- #3_----• #2 /Q / VOLUME REQUIRED O / ROOF: 2,306 5F x 2/12 x 1.0 =384 CF ' 1 Bertetto __ CLAY Family � G25 �� #4 Revocable Trust R - / now GW EL=0.8 10.0' VOLUME PROVIDED / Edwar °r former PARKING DATA - - - - #5 WOODS z4.DIA / d furze IY (4)10' DIA.x4' DEEP STORM DRAINS = 1,094 CF TREE / / A40 nia jean CLAY' FRAM SCTM NO * EXISTING PARKING TO REMAIN = 31 STALLS ' E 7.7' /• .1000-47-2-14 16 DIA 24'DIA J• Burden FINE SAND SCTM NO.1000-47-2-15 co SCTM NO. 1000-47-2-13 1 SHED Qj / OAK TREE o ��• VOLUME REQUIRED * PROPOSED PARKING = 19 STALLS I - Lot 5 - /sD/ °Nc w v�� O ti / 17.0 ROOF: 2,306 SF x 2/12 x 1.0 = 384 CF * TOTAL PARKING = 50 STALLS _ I � T -10 COV SroNE --� a39 VOLUME PROVIDED il'DIA 42, 013.1 IS •% / .S 5fi�„Or,A38 - - (2)10' DIA.x4' DEEP STORM DRAINS = 547 CF U) - - LANDWARD LIMIT OF _ BEECH / �4 (/� h PRF E�• FRESHWATER WETLANDS AS "� O�6.8' ° O J �O 17 r i DELINEATED BY COLE #6 i,SD \ ' w " M' A37 4'98 SCTM NO. 1000-47-2-14 now or former l ENVIRONMENTAL ON 06/25/22, 12'DIA/ / M 6.0, / h Jeanne y ` UPDATED ON 09/08/23 TREE ss/ �,� ST ° / h O M VOLUME REQUIRED 1 i J• DeFra 6 -t.. Gza / 18,m I9_>= ~3 Uzi CY ROOF:4,856 SF x 2/12 x 1.0 =809 CF I Lot 6 / F - - �- �•+ o\ L0 SCTM NO.1000-47-2-8 I 1 \ #� / GgRgG� s s [)I A36 - / W Rq MAR 5 H -o VOLUME PROVIDED '• - _ .\ �/ �, sr°NE 1 Sr 3 N8G°55, ,rLo (7)10' DIA.x4' DEEP STORM DRAINS = 1,916 CF 623 /SD 1 �, , �z ALL N O DO >,/�/ cb 7'DIA` 12'DIA / \ - ^1 \ L� �A29 I I / BEEC BEECH r I off/ 24.6' 18721 31 A30 -_- C SCTM NO. 1000-47-2-15 ti 40'DI 3 F 1 Sr F i _ /• 1 #8 O OAK° 16'DIA 18p STOVE N Z 11.0' �o a I \�A35 p \-. A28 VOLUME REQUIRED - I #9 . BEECH °zS ROOF:99 SF x 2/12 x 1.0 - 166 CF I - now Lot 7 3/ ONG ly/M rn g,?° ~ 9.6 I 4m m + 1 - - i or formerl 3 Er IL\ � +SD/ - SCTM NO.1000-47 2 9 A32 O c VOLUME PROVIDED I 1 Nickolas W Y 622� - #10 7 DI COVER o• .6: ��N N 24.8' �� - - 3 W yn�a& 10'DIA BEECH 14' 3.6' ;r8� I Lr) _ O L. 10' DIA.x8' DEEP STORM DRAIN = 547 CF 1 _ _Ashley Perkins FRAME ' - #13 #14 SEE 16'DIA 3 B �I o CONC WALL ° 1 h - SHED 2.8 15. TREE 3 /SD 1 1 I F N80 5 �A34 to 14 #12 \1 _�e CH oy I Cp CM F S �, .>?��BF. 20.17' S OOrrW _ c146EDAP,EF a3 -C14 Az PROPOSED FIRE ACCESS LANE 8'DIa 3 9 O\ sro - VOLUME REQUIRED NOTE 1 IPF � #11 ` #16 TREE 3 ° BEECH ' 1 s NE ••-' O 'Q 1 .anng�5 1 #17 z1'DI tib!�� r• , ��. 6 Sc 7 N� w 26 STONEBLEND:4,765 SF x 2/12 x 0.60 =477 CF Lot 8 IPF I #23 #18 AK r F�Po1 NP /' • Q��� S WALK-IN SSTgILs 14 1000 47-2-10 a° _ DZA g c F,� Zyp6 `�o�� ;, r��y� p\ °N CP 7 59 �-+ woF �3 VOLUME PROVIDED SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE I i D #22 #21 BEECH ��F}o� o. / !moo, Q)` `S� - O s o , STONE O -.1..-ALONG '�_1 A25 OWNER. I - V) 6 E #20 #19 GR s o`F�lc Fs�b j P�4� f9, N Q 6'69 p �s�s55`rW N _ /CURB \ (2)10- DIA.x4' DEEP STORM DRAINS = 547 CF 0'DIA O / rr OP� W III 167. c°NC - - - - BEECH 3 7 'r� ✓ s /� ¢ 6 Pq0 IPF 1 GQ bb 'r' ° /'r j40 ©QQ 6a 0� �5 9• fh CC y N �� _ _ ` A24 I ti O Q PROPOSED STONE PARKING AREA 1 24'DIA 14.5% P y�' 5 P now or formerly - 3 Dr _ BEECH °�, 3 r� F JAY b1 ��i ,'CMF, (,� DI h ONC.PA y a `S80o55'ODrr 8' N \ VOLUME REQUIRED ' Robert OL�c�lS ti IPF E CONC. 9' 1 I t Eicher� W 0 O D 5 r i' 339 A23 STONEBLEND: 11,428 SF x 2/12 x 0.60 =1,143 CF Lauren Eicher �'. �� '` r• ,' NP 1.6' � s .83 F N 1z sr O„ " / ALLS 18 , 1 $ p c��y / c,,,4 ,E �/ 16.5' v TIMBER 14 ATE 9.49 1 _ ROOF: 1,531 SF x 2/12 x 1.0 = 255 CF 1 WALL I SD 66 I % TOTAL REQUIRED = 1,398 CF Lot 9 W OAK NP ' S '. ,'t.A�K( , 1.9= 7.5'� 3 STO E I WDF 20'DIA / �/� `�17• .•i ,' 2.2' '�, Z>I N 1 ' .I 16.0' ° "' S N o cy, P/ I VOLUME PROVIDED 1.1 E _ NO OAK / /: I: �w c� GRATE w v u u 4 ° A22 -- PARKING 21'DIA ,� �/ *,, EL=8.0 °f S I WOOD DECK 990 48.5' in 0.5 _ J t SIGNS oaK° NP ^'� N t SD + K zo.a' 99.810 DIA.x6 DEEP STORM DRAINS = 1,642 C " 1 19.6' Ro a` � (4)i ' i b F 1 now Or for O.SDF 20'DIA .' g.'� G " '� m n GRASS +� 1 I Patrick Be formerly OF 11) �' W (Ty 21'DIA EECH ® �. ': /' 23.4' a b'17.8' \ ix o /S l 3 OAK o CONC.PAD BRICK `s 1i o 1e.5' 179 ' tSD� =EXISTING STORM DRAIN I CLF /' ,r (/G'Puv ,' W/A\UNIT A �s �� 00 d 43.3' c L A 21 � N W '� 1 Lot 10 �� � yK��� N +�D/CONC.W MET L N +�D N 3�' WOOD DECK a.0 W I SD =PROPOSED STORM DRAIN COVER N I-9 69.5' Z> I 6.0' M CONC, m �'w o 0 uu I I / 3 •'S. ' t'// W/METAL O f O ❑ , SZ+ DECK COVER I SD a 9' �/1 11 .p, PRF 3 w H_ � i. 22.6' SD 1 00 t Lot 11 �' / t rLd o N ��6 36.3 l S ` 1 1 / 00 S IPF _ rL / 6.3' -40I o m LO FRAME ri 00 '�`r SD .6' r` 18.0' " 6.2' /�� •'' a �q20 c<�'e, `Y� s� � � 4 L6 BUILDING $D� ❑ �` N 1 � ,� sD21, 125 o I SURVEYOR'S CERTIFICATION ' PROPOS - -- b''F NP ._/ 3.r rn z a 20.0' \ 1 ED STONE ° N o wooD . " N S PARKING AREA sD _ -a w I N " DECK cyi \ ❑ W / ` sD� �> I - - _ _ - - 19NEWST ,��� _ CONC. 19.1' 19.9' 9'0 .3 r^ \ `� ❑ ¢ S +5D/ Z p A19 *WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS I, LLC THAT 1 - ALLS p w/a'WNCT L6 RO ^ " U- Ci 3 THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE 6 W/METAL\ N `L i FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOC,Lt13,ZO(V OF 1 now Lot 12 g NP d I or formerly R2 ° 32.r COVER N z.8'^ ia.o' ❑ N PROFESSIONAL LAND SURVEYORS. N I I Y / TH O ------ 18.a' 5.8' 29.7' �12.7' -- SCTM NO. 1000-47-2-11 --- -- �, QF E V�O� I William A. Einsel Z \ I Noel Rai // � z M N o `� Z f> _ 1 ���C p W. y�, o FRAME 11.9' u Sa wZ. - 1 1 p rda ;0 in GRASS d BUILDING o O \ - C^16 N Q ti�OO "� N - 18.4' N /SD \ /' `� / a12 o m r WOOD4 00 ,f l ;� I 11 A13�3 n � 0, 18.2' s - 27 ci- N A18- A17 F3 A15�- J 01 I o Q - 12.5' \ v i Z H ° 1 A24 '� _ S s Zew ��� O I •�' \ -�.-�- �� �+ SCTM N 1000-47-2-14 oLU o' / V) I .� A1613/- - /EY ►V (J(! `• „� _fr /sD _ O SCTM NO. SD l 3 i , �O' P ` / / ` i�� in 1000-47-2-13 I S' ` / 20 o T' SD 3 zo.a' HOWARD W.YOUNG N.Y. .L.S.NO.49893 I WX19 p P/ y �coNc. o N� J /'` 1 o s l 20.3' 1.4 .7 1.5' i I CONCRETE w/MEraL cm ° SCTM NO.1000-47-2-12 \SD N 1 E PA SC M NO.lOC�0- -2-15 6RA55 �� COVER 2 / N ' ❑ m I / i� w4.2CP (n �s 066 FLAGPOLE / I i in now or formerly Lot l3 22 // / CONC. 3 17.3' 2b GRASS O N WOOD DECK 72.7' n _- [ 7(C i[) St n Y 39.8' _ Q�_,�,i- _i' L _,�. _- - - - -Richard_ m_ull CP Wb / �' W/METAL M �gUILDING° , O 20.7 r m - �-- TW13 1 - - e' er ° r� 42.4' _ - __- SURVEY FOR y 1' k'. COVER 3 24.0' n ' 569 08 29 W -------- -------- --- APR 1 6 10 2 by Steinmulle ' - 21.1' 30a' 4.3' y , V i - AP 5 1 Cat r b N N i 47 C w 10.9, W 29.15 M BATHERS LAND - I IPF O 17.0' PIINZ w KITCNFN y H �� 8.8' 17.2' 26' s 581°21'16'rW O /�CONCWALL AREA=4,3575E '� _ 11_ __ -�•- SOUIHULUIUhN SILVER SANDS HOLDINGS I LLC - u (� -_. Twit_ - -�' PLANNING BCARD FRAME 24.93' . ^BU24DONGN SAS \ at Greenport, Town of Southold L _ot1'=_ - - Z 30' � t 5.93' i'- ° '16"W o? 1 02a 3' b ti 11.0' , + p 84 11 ] SAN - TW8 -. TW9 i 75` - S Z p T,,,,6 - 2g 4' o �.�"`I`I LEGEND Suffolk County, New York 6 I •- - - _ _ _ Lot 15 � �' �_--y-7-.-"' \ o \ .�•- --'-- i n1�0 •34 C -� 5�2 5 �.- 3.7= I AWNI + m �� - 01 , TWIO i-- TIE LINE ALONG APPROXIMATE HIGH 1 1 - - - _ __ �� I ^'1 _+ \ \ - / 6 g0„ .-- WATER MARK AS LOCATED ON 10/29/2021 CIC =CAST IRON COVER SITE PLAN OVER 1 , CE =CELLAR ENTRANCE 1 A ALL f I 1.6'W WOOD DECK 1 �U CONC.11 i 5 \ J - CH =CHIMNEY 1000 47 2 8 / _ c p CLF =CHAIN LINK FENCE INDOOR u, wooD L- p o `. E OUTOOR O DECK sr , -� TW4 _�+' i W ��l.- ea _ 1000 47 2 9 ' SEATING N " \Y + 513 1',5� N88013'37"W CMF CONCRETE MONUMENT FOUND t (NOT �/ SITTING '/\m _ � � 21h� CM5 =CONCRETE MONUMENT SET 1000 47 2 10 TO `Y/ 6 29.30' OCCUPANCY SUMMARY CO =CLEAN OUT 1000 47 2 11 i AREA ��� \N 7,23" 5-IZ LANDWARD LIMIT OF TIDAL o , ,r CP CONCRETE PAVEMENT 1000 47 2 12 EXCEED 61 O 3 CP/T=CONCRETE PAVEMENT/TRANSFORMER 1000 47 2 13 N `` / /' \\ / Q �,.�J WETLANDS AS DELINEATED BY COLE S64 38 07 W TOTAL SEATS Z f \I \ - / \ gE� ,QS ENVIRONMENTAL, 26.48' - _ JAN.2022 BOATHOUSE BUILDING-RESTAURANT =104 PERSONS 1000 47 2 14 � � o4j CSW CONCRETE SIDEWALK a MBINED) ° --C �3- ' c-)bj BOATHOUSE BUILDING-OFFICE = 2 PERSONS DI =DRAINAGE INLET 47 Block 2 Lot 15 / L" \`�C , County Tax Map District 1000 Section wDF� o \,0, /. 5051 „� OUTDOOR AREA-RESTAURANT/ASSEMBLY =400 PERSONS EMTR = ELECTRIC METER o / OL c0 `'' ` __ cj�1 KITCHEN BUILDING =5 PERSONS EOP =EDGE OF PAVEMENT S EL IPF =IRON PIPE FOUND MAP PREPARED FEB.22,2024 •'�13 6�� SUMMARY PER LETTER DATED APRIL 1,2025 BY N.J.MAZZAFERRO PE MPF =METAL POST FOUND �O�S / 022� �j GO� OL =ON PROPERTY LINE Record of Revisions ��er\`�\r�� 06 E ��0v°��P° / ;/ - 566 P�`' PRF =POST&RAIL FENCE REVISION DATE',1 p RCF =REBAR&CAP FOUND �I k� hod -- e / fib'' o�V ` MULTIPLE MAR,01,2024 b.Go' 3 �`% RD =ROOF DRAIN PARKING MAR.08,2024 g TW1 p o?, SWIMMING AREA MAR,14,2024 e01 OO°<- Ttiva c�o� g RO =ROOF OVER � 9�, ��� °�2 �� ANGLEDMULTIPLE PARKING AUG.01 2024 5D =STORM DRAINMAY 02,2024 � WDF =WOOD FENCE��\` 2�•�2�' ? MULTIPLE SEP.05 2024 S79°51'17'r W WMR = WATER METER MULTIPLE MAR.06 2025 WSF =WOOD STAKE FOUND MULTIPLE APR.10,2025 25.99' W5S =WOOD STAKE SET UTILITY POLE = FIRE HYDRANT 40 0 20 40 80 120 r • =END OF DIRECTION/DISTANCE u _ Scale: 1 - 40 rVPLA2 =WETLAND FLAG&NUMBER JOB N0. 2021-0267 DWG. 2021_0267_SD 1 OF 2 4 () 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. 4/ / O 400 Ostrander Avenue, Riverhead, New York I1401 tel. 631. #20 727.2505 fax. 651.-12?.0144 #22 #21 �p�>` adman®youngengineering.com WDF #19 L • N 3.6'E - �;< Howard PC Young, Land Surveyor ° Q d� CAST IRON FRAME d COVER Thomas G. wol pert, Professional Engineer m� L 10 \',T" GAMPBELL FOUNDRY, PAT, NO. Douglas E. Adams, Professional Engineer , 14.5' V�Q`\ \� 100TO OR APPROVED EQUAL Daniel A. Weaver, Land Surveyor C _ O'S• C ON INSPECTION POOL ONLY. 1�J J�V b� I ON 5 SLOPE MAX. or NOTE 0 � 37 /�" CONSTRUCT SILT FENCE *SOME UTILITY LINE INFORMATION HEREON HAS BEEN PROVIDED BY THE O EXIS 3b AROUND ENTIRE PERIMETER OWNER. .01 /� NG OF STOCKPILE Lot 9 HY S ANT / I GENERAL POLLUTION CONTROL MEASURES o WDF P WV , _ - - SS 0 _ I - STOCKPILE GRADE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL 11'E POOL EQUTP/V�ENT o / / S$Sppg STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND �- ENCLOSURE DRAINAGE SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE -- BE SURE -ro o // ��/ PIPE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: REMOVED a ///�j 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY WDF , , S A� L IZZD /// / / i INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS) RELOCATE 0•8 1 W / �:;'� STRU ,-fO 5/ P /i./ CAST IRON FRAME � GRATE AND SHALL REMAIN UNDISTURBED. LOCH TE N s� "V,/ GAMPBELL FOUNDRY PAT. NO. GON5TRUGTION NOTE5 STOC t 1 CURB ENTP / / A / BURRIED 2.CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE KA ` �- A I I-I6S OR APPROVED EQUAL. I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. 1-0 DEFENCE STOP / G1 P, CONCRETE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE O PROPERTY S J /" CONC. I COVER CONCENTRATED STORMWATER FLOWS,AND INLETS. EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED / 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES LINE CIF / W/AC L AS APPROPRIATE. THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES 4.REPAIR AND/OR(TYP) SILT / // I I I DIRECTED BY ENSINEER.AGE PERIMETER CONTROLS AS NEEDED,OR AS SHALL BE IN RECOMMENDATIONS. NCAREA WHERE OILTH SOIL ERVATION SERVICE DISTURBANCE HAS / / / I I 5.SEDIMENTS 5HALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHS L M 10.43 ��NG� // ` SD I I I PRECAST CONCRETE ONE-THIRD(I/3)OF THE BARRIER HEIGHT. TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT J I TRAFFIC BEARING SLAB AS SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR Lot 10 Ppp - _ WDF 10.83 11 / I I MFG. BY SUFFOLK CEMENT IMPLEMENTED WITHIN SEVEN DAYS. � 7 ID� �N�ET < - _ _ _ i / PROVIDE 5' MIN OR APPROVED EQUAL. TEMPORARY STOCKPILE 3.THE LENGTH ANDSTEEPNESS O C AR P _ OG�"IO _ 6.0 COLLAR OFF CLEARED SLOPES SHALL BE MINIMIZED N I I I NT5 TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM _ - - - GLEAN 5AND GROUT AROUND I CLEARED SLOPES. 18.1,,'^^ ENTIRE PIPE r I ';_. 3 7 RF S W Z m I N Q D I 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO Lot 11jilL "t 9. LU.r. SD' I i. :7 ...p.. ,._ ,7I` r i H - ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. �r .•.,.. ;_': , T BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF NG ;;<.; PRECAST CONCRETE SEDIMENT '" I°' II' -P"?' I {-`'`<` `"`r O N H I DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE L: p '. .:'. ;:'.s �" r . . ;. . • i'' i•t`.."... N I DRAIN RIN55 AS MFG. ?. , : ".. t-?'r,a 2Q" WMR O m Z I O BY SUFFOLK CEMENT .': MAINTAINED UNTILCONSTRUCTION IS COMPLETE. �., t _ N N 0.6 I ❑® I OR APPROVED EQUAL. 11 .9 9 2 - - - _� 18 0 - 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO � S� I ❑❑ I PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PR , y EMTR CO I I 50' ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE MIN. SITE IS PERMANENTLY STABILIZED. oposED ;., P pA 11 .04 I I �w EL STONE I^Y ',A '^ STONE PAVEMENT ( `� EXISTING 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL PARKING E3a tSD'•� . ? ''f '`; ;k . S� I _ I EXISTING 2' 1 AREA I . ;, A ;' [� , ,£'= 10 O I GROUND PAVEMENT REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-SITE 19 �. .. I:Y �•.� CONC. PAD d N ;:,_' ;`: <., '':;` .: _' "., ::::::=. -:`:_ '•.., SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF NEW L _Y w' . . �- .STA LS I--. L--- --------------------------J ,�,- f. cL q✓ c� APPROPRIATE INLET PROTECTION. _ }:k.I.: a K`. 11 .29UNIT E' r W/AC . _ L'� �'r' a CONC. PROVIDE 3 MIN OF LEACHING POOL z_ MOUNTABLE BERM 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING co GLEAN SAND NT5 FILTER CLOTH (OPTIONAL) CONSTRUCTION:A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND W/METAL UNDERNEATH POOL MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 Lot 12 + 1 .49 COVER MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND pROVID ;. `� PROFILE E 4) 14 H �2 ' 4 `? - 32•1, CONSTRUCTION DEBRIS. THUJA IG ,TH � _ _ - - - - 5.8' PLICA TA X POOL & '1 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL _ ffi 18.4' 50' i REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY S TA NDISHII :: i PATIO T 1 5 O MIN. STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS GIANT GREEN ° BE a ' - LU z _ .M1 SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL /�� �O WASHRACK iv z BE CLEANED AND FLUSHED AS NECESSARY. ARBORVIT . TAE REMOVED �` '� o PR p" 'V Q J ��j (OPTIONAL) OI iI^ j cV Y 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE V U cV [Y E (4) NEW O + - ' PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR 1 W b; 'Q 0 35 m CO i�`'v' ��ti .`- f•2' PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE DIA, (� 18.2' X6 D S� ,; '� �/ ,� ' : "�`:' -.` '•°;1`�►N::::• EXISTING NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND EEI� .' ?..k EXISTING v.::y: V ..Q ; - =''GUARE: i, Ems..• ,::..•,•.,. ; STORM �° '¢ <v DRAINAGE CALCULATIONS GROUND `�; - <P.GGRG`ATE _;,: :'>. •;< PAVEMENT DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF DRAINS `r'� r� Q" EMTR ° . ,- 4. .., . BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET PROTECTION DEVICES. 11 .01 10.30� V= ARC - cv R =AREA AL TRIBUTARY(S.F.) I 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL KITCHEN & R 3 ' 19 '# + / SD R=RAINFALL(FT J I P Az LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND SANITARY ESTUARANT M 1 C=COEFFICIENT OF RUNOFF I I L N DEBRIS AND'TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. CONNECTION :.'. .: 10.39 i SD \ � //C 2 COMPACTED TO N � ,,;_.• / CON . DRAINAGE TO SEDIMENT GREENPOR T CP/� 1 0'89 >; ' Q i PROPOSED STONE PARKING AREA WEARING COARSE TRAPPING DEVICEY 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT PERMITTED AT SEWER wv SQL , W/METAL VOLUME REQUIRED 3/4 STONEBLEND SEE NOTE B THIS SITE. DEPARTMENT GT#2 T /i COVER STONEBLEND: 11,428 SF x 2/12 x0.60 =1,143 CF UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR 15 EMTR ROOF: 1,531 SF x 2/12 x 1.0 = 255 CIF RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 22' CO / / 3 TOTAL REQUIRED = 1,398 CIFGONSTRUGTION NOTES CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND / I. STONE SIZE -USE 2"STONE,OR A RECYCLED CONCRETE EOUIVALENT. REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS Lot 13 CURB S CO / + 10.2 / CONC. 17•• VOLUME PROVIDED r 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. �5 FOOT MINIMUM LENGTH WOULD APPLY). STOP CP 1 .37WD / W/METAL M CT FR 5. THICKNESS-NOT LESS THAN b"• THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE S � +-•��y 10. 4 (4)10' DIA.xb' DEEP STORM DRAINS = 1,642 CIF •� 10. I C3 f �nn 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION 1•..' EGREss occuRs. ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE - _ (TYP) :_ C / COVER 2 ;'� :' ' :F';.`` 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 11.1' O a:r:< 30.4 / 4 3' \ A; 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION APPROPRIATE. !i ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. pR �? CO G N - CP w _ . , 'I. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL OPOSED \ 17 0' � ZN � -tCHEN � � $ $' � �_ """ PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT ' 4 RECYCLED CONCRETE ENGINEERS CERTIFICATION KITCHEN ICI -p _ 17.2 =NEW STONEBLEPID SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED CHEN w z.6 EMIR BASE COURSE IMMEDIATELY. $'" °�'� / a` FRAME ha " 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T) 6" STABILIZED SOIL BASE CALENDAR DAYS. �O p "'_BUILDING• / LO /�2.9 � O- CA 24.0' ry 3 -- 14 O\ Z O / 0� O` CO SD j =EXISTING STORM BRAIN �' �� °'igFp LU 11.0' _ 5TONE BLEND PAVEMENT SECTION STABILIZED CONSTRUCTION ENTRANCE �= 0 NTS NT5 (I PROP Q �' OSED ~ V \ S D =PROPOSED STORM DRAIN f } l RES TUA NT LO w Gde �:l HOWARD W. G,N.Y.S.L.S.NO.45893n p� THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 . ._ of 1 �.�� �/ � \ f O Q\ I AWNING \ \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 - - t WDF _ _ _ // I OVER N I WOO �\� C V�I PLL C v 1.6'VV 28 2, D DECK�� // \ CON CON SURVEY FOR I INboo R & WOOD SILVER SANDS HOLDINGS I, LLC OUTOOp DECK N / \\ TW4 - - / USE DANDY BAG SEDIMENT CONTROL DEVICE at Greenport, Town of Southold SEATING �' _ - ' LEGEND AS MFG OR DANDYPROEQUAL WOVEN WIRE FENCE QC �����D Suffolk County, New York (NOT ,, � SITTING // CIC «=CAST IRON COVER � FILTER CLOTH TOLj- y\ AREA \•N / ' CE =CELLAR ENTRANCE , ,. ; „ ; APR 1 6 2025 STORMWATER MANAGEMENT CONTROL PLAN CH CHIMNEY 61 \�� / / \ - CLF =CHAIN'^INK FENCE GRATE COMPLETELY 0 PLANNISOU ONG BOARLD D �. Y' S / \ / WET COVERED BY y 0 0 a. ` � 1000 47 2 8 - CMF =CONCRETE MONUMENT FOUND UNDISTURBED DISTURBED OTAL S� F- I \ HIGH-FLOW FABRIC AREA FLOW AREA 1000 47 2 9 a A _ / CMS =CONCRETE MONUMENT SET T ` TS co =CLEAN our ` 1000 47 2 10 TEST HOLE DATA CP coM gINED o - =CONCRETE PAVEMENT 1000 47 2 11 N , H \�\- \�\ / TEST HOLE INFORMATION FROM APRIL 25,2022 CP/T=CONCRETE PAVEMENT/TRANSFORMER _ z '-I' 111 1000 47 2 12 N SUBSURFACE SOILS&FOUNDATION EXPLORATIONS CSW =CONCRETE SIDEWALK PLAN - SECTION 1000 47 2 13 WDF _ O \��6. \ PERFORMED BY 5LACKE TEST BORING INC. DI =DRAINAGE INLET FLUSH INLET 1000 47 2 14 6' EMTR =ELECTRIC METER County Tax Ma District 1000 Section 47 Block 2 Lot 15 OL CIO �. / �- WOVEN WIRE FENCE tY P < �s- `� - . EL=10.8 TOP SOIL/ 0.0' EOP =EDGE OF PAVEMENT LL- IPF IRON PIPE FOUND USE DANDY BAG / ORGANICS SEDIMENT CONTROL DEVICE 8.00' 2 0' MPF =METAL POST FOUND AS MFG BY DANDY PRODUCTS MAP PREPARED AUG.Ol,2024 / SILTY FINE OL =ON PRCPERTY LINE SAND& OR APPROVED EQUAL ` GRAVEL PRF =POST&RAIL FENCE Record of Revisions / 4.0' RCF =REBAR&CAP FOUND REVISION FILTER CLOTH DATE CLAYW/ RD =ROOF DRAIN MULTIPLE SEP.05,2024 WI 0 0 FINE& RO =ROOF OVER PAVEMENT 7- GRAVEL MULTIPLE N. MAR.06,2025 F COARSE - -,1Q P - _ " ' MULTIPLE �G5D STORM DRAIN SURFACE _ APR.10,2025 0 VV - 6 E �.� WDF =WOOD FENCE FLUSH 8.01WMR = WATER METER INLET - WZ- CLAY WSF =WOOD STAKE FOUND A GW EL=0.8 10.0' W55 =WOOD STAKE SET •'�•• . ` TW1 UTILITY POLE ELEVAT ION ON Q - 'p ` ;} CLAY W/ = FIRE HYDRANT SECTION - Z r .IOO k,P / TW3 C� �( FINE SAND �0- 20 0 10 20 40 60 o V� • =END OF DIRECTION/DISTANCE � �� O'� `s �UPLA2 =WETLAND FLAG&NUMBER FLUSH INLET PROTECTION SILT FENCE Scale: 1" = 20' Z 17.0 NT5 NT5 JOB NO. 2021-0267 DWG.2021_0267_sp 2 OF 2