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(2) Correspondence with Mattituck Fire Marshal.pdf
C) PACC CLIENT DRIVEN SOLUTIONS June 17, 2021 VIA CERTIFIED MAIL—RETURN RECEIPT REQUESTED James Easton, Fire Marshal Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Environmental Review—Request for Information Strong's Yacht Center—Proposed Boat Storage Buildings 5780 Mill Road, Mattituck,Town of Southold Fire Marshal Easton: P.W. Grosser Consulting (PWGC) is serving as the environmental consultant to Strong's Yacht Center, LLC (the applicant) which is proposing the construction of two, single-level buildings with elevated roofs, at 49,000 square feet(SF) and 52,500 SF,for the indoor winter storage of yachts at the existing Strong's Yacht Center (SYC). The Town of Southold Planning Board is reviewing the application and has required the applicant to prepare a Draft Environmental Impact Statement (DEIS). As part of the DEIS, the Town Planning Board has required that the applicant consult with the Mattituck Fire Department to"discuss the threat of fire and explosion on site from all ignitable sources. Include the evaluation of potential fire hazards, and if the Mattituck Fire Department is adequately equipped to respond to a fire at the site.This is of special concern given the size of the structures and the combustibles within the stored boats." We have corresponded with the Mattituck Fire Department, but we are also seeking your input on the proposed development. A description of the applicant's proposal follows, and copies of the proposed site development plans are enclosed. As noted,the proposed development includes two new storage buildings at the SYC property. The proposed development project requires modification of the land area and elevations to the west of the existing maritime-use buildings for placement of the two new buildings. The proposed boat storage buildings would be equipped with radiant floor heating requiring the installation of four(4) 2,000-gallon Liquid Propane (LP) tanks (see the enclosed Utility Plan [Sheet 4 of 13]). Overall, it is estimated that approximately 88 yachts would be stored in the off-season in the two buildings. Also proposed is an extension of the public water main (Suffolk County Water Authority) from Naugles Drive for on-site connection for potable supply, installation of a new hydrant on the west side of West Mill Road, utilization of three existing on-site wells for irrigation only, and replacement/upgrades to the on-site sanitary systems. P.W. GROSSER CONSULTING, INC. PHONE: r,31,589.6353 630 JOHNSON AVENUE,STE 7 P.W.GROSSER CONSULTING ENGINEER& HYDROGELL 15T,F),C. GROSSO :COM BOHEMIA, NY 11716 LONG ISLAND - MANHATTAN SARATOGA SPRINGS n SYRACUSE . SEATTLE * SHELTON C) PACC CLIENT DRIVEN SOLUTIONS Regarding fire protection, a new hydrant would be installed (see Utility Plan [Sheet 5 of 13]) and the proposed buildings would be equipped with fire warning and fire suppression systems. Access to the subject property is from the eastern terminus of West Mill Road and as part of the proposed development, the existing internal driveway would be extended for vehicular access to the proposed new buildings. Also, a temporary haul road from West Mill Road across the undeveloped lands to the SYC property would be installed for use during construction and would remain in place; however, gated to prevent unauthorized access. As such, access to the site would be provided via the existing driveway from West Mill Road and emergency access from the higher elevation would be available from the haul road off Mill Road. Based on the above project description and enclosed plans, we are respectfully requesting your comments. If you have any questions or comments related to this request, please do not hesitate to contact the undersigned at kgennaro@pwgrosser.com. Further note that the applicant, Jeff Strong,would be willing to meet with you to review the plans and address any concerns related to the proposed development. Thank you in advance for your assistance in this matter. Regards, P.W. GROSSER CONSULTING Kim Gennaro-Oancea, M.S.,AICP CEP Vice President enc. cc:J. Strong P.W. GROSSER CONSULTING, INC. PHONE: 631,589.63.53 630 JOHNSON AVENUE,STE 7 P.W.GROSSER CONSULTING ENGINEER& HYDROGEOLOGIST,RC. PWGROSSER.COM BOHEMIA, 11716 LONG ISLAND - MANHATTAN - SARATOGA SPRINGS - SYRACUSE > SEATTLE • SHELTON t � � x. �MiilerRoad NG O �1G �' a t Site Location Map Strong's :• West Mill R. Site Boundary 1 inch ••• feet r ' N 400 O..vander Avanue RT—hood,d N w York(1144 tel.651,7=30B P0,631.?220144 adm nc- --g glneerl g.cam EMS-1, Mg r y r Dau 1 GEd t'P i g h P EI Ebe - om a n t Rort 5tr.ski, mct Archit 517E DATA _ Z m f int f F " �-��13f3. 'S" SaS, y S zoNING USE DISTRIcr a... e MART m _ m 1 @ 9, now or formed TOTAL AREA-i,55,555 5F oR 32.8554 AGRE5 't�°A.2 582°01'10" @`3p f G(ebo AoN ori form LLG NE II Mi-1I) now or formerly RESIDENTIAL Law DENSITY A<R-e+07 ~~Z }6R.dO R.E.Strong VERTICAL DATUM =NAVD 1155 ° TOTAL DISTURBED AREA =5Z!NO ACRES LOT AREA 70,474 sF (M-II)D15TRIOT now or former) N3`F°5340 W \ 06,y0 _ 2 '7 �N' 4 U NETLANDS AREA _21x55 SF Sp �l North Pork ,A`' sr e '-0 'FN "` WrC • No° e YAC CHC' y Pro ect,LLC O= ` / SAO �' q BUILDABLE LANDS =6&9,752 Sr O¢58345 AG ANT o m \ tee•, Ne4°0x'20°E p �1� V '� / f?"(4a' ENI5TIN6 BUILDINS AREA -64,096 SP' Ce o, O ��o ry° q PR.OPDSED BUILDING AREA 101500 SP 6'Y lll� pgngh OQl.�, ? `N N 2 StUi;Y{- l'N TOTAL&UILDIN6 AREA -170,576 5F ChO��A Co RAMC ,4� J L4(� fi�n17T A0 77 B ntnNG r �O LOT COVE RA9E=110,516 EF 659(152 SF =24.?% m NOOD5 TO 7f+,•-�MACRES Q ce(� 'Q LANDSCAPE REMAIN ARED.=6.1 AERIES/6.4 AGREES =6.=572% Ir 1VIEW AVE_ � _ _ T � @ A pt Na-rEg 6O qo THIS MAP WAS MADE UTiLIENO SURVEY PREPARED BY NAT AN TAFT GORWIN 111,LAND SURVEYOR,DAT@ MA;'q,2017, 81111D _ KEY MAP �� 581°32'2o';_z O�' ag9},fi `n, 5&O 00 �y�- ��0A°2av�a �}{razN�l �u �[ }G0.P�^G 3°'-gym O6' �_�_-'�'jI. Qrn T� L N ul NC ARPG& J ENCAEERS G.ERTIFGATION ,,, _- ------------- ;C1 __._._._._._._. .._ DS1 HEREB"CERTIFT THAT THE WATER SS LY(51 AND/OR -WACE 01 POSAL SY5TEM(S)FOR THls PRO.EOT WERE DE516NED BY ME O O N7g°IQ QC W l0 OR LNnEiR MY DIRECTION,BASED UPON A CAREFUL AND THOROMSH ®v / i QN STUDY OF THE SOIL 57E AND GROUNDWATER OOM1DITIONS ALL -'J�}�(Jy FACILITIES,AS PROPOSED, . - CONFORM TO TH.5U-OLKCr^_,N 10 ,0 as ks �Q O� Qy r 4'i DEFFEGT A5 OF THHS PATESERViGES CONSTRUCT STAND 4 IN oz w �t\ Cb til QalTa +'i _ m So, Q HONARD W.YOJN6 M1`"5 LS THOMAS C.WOI-P \0.45&93n� ERT 9 NYS P.E.NO.6145 .aO ( � 0" ( DOUG LAS E.ADAMS NYS.P E.NO.&089? SURVEYORSGERTIFIGATION V` ___ __ 1 I HEREBY CERTIFY THAT THIS NAP PAS PREPARED U-'11.IZING ACCESSy�t� bFFOE RECORDS,AND BOUNDARY Ann TOPOC-RA.HIGAL.S;1R.VEYS MADE BY US,AND/OR UNDER OUR DIRECTION, s grhom 1 n/r9�e 9/e 6°43' N71°fp2 26.31' tea z p m ,11 uv BULK SCHEDULE FOP MARINE-11 (M-II)DI57RI07 /o, sq X10 N&3°z2'ao~N 107'1"'q"^-/�/, / �"�*• i =` ry�ry It Iir ,o Nb&°02'30"N N6 4q° tp / ,J z "x l JJ ACCESSOU �J F` f/ POP o PRINCIPAL --- CODE PLAN ~` t p 7° 4 ✓ \\\ '`ti„ ?' HOWARD W.YOUNG,M1Y5L5 NO.+65853 ..DT SIZE 60,000 SF T7,005 SF - Uv 10u) WT WIDTH Iso' 140•. 2 Vti w 2.60' Lor DEPTH Iso' 1,600'. ToaW on 66°6'r 'z,`586°1P�2P"W N8'7a3650" NOq°20'20"W 3'a 2q,50"W PRan; YARD 55, 26.5 4vr,op Fob `� N77=gsss i ry GG�E30A�}T�,I�5TOR,/A/�G-+/F�y.5UUIL/PI}N,G�}^5 SIDE YARD 25' 28.0' SOU en( / ~1 6'1.'3 hO 20�„�{ 56. N 3 �>S ✓I f\ON& YACHT 1 C EN i ER raw or formerlu g76° !o• .\4a,1q� BOTH SIDE YARDS so' -n.?' f9` Rvseefl Zeliner 8 1-1° qp" N at Mattituck,Town of Southold REAR YARD 25' 913' / Denise Zenner LANDSCAPE AREA 20% 31,295 /^� now or formerly Suffolk GPVCity,New York LOT COVERA&E 50% 24.1`t; }V -Joseph Seth Tusa GENERAL LAYOUT s C. Noreen Mar Tuso &lILD(NG HEIGHT 55 USE' f 1000 106 06 10 °? NUM5ER GF STORIES 2 2 L Gourtg Tou Map nen,..1000- 106 S°tea 06 L.°. .13!4 subdivision Moa of "shore Acres" ffled on.-onvory 3, G14 os Map no.41 MAP F5oEARED JUL.o5,2olb Record OF Revisions REVISION DATE TQ5 NYSDEG _ NOV.20 2018 NY5B_EG _. _-- __...______ ______ _JAN.02 2020 BOSCO_LA RESIDENCE______ _FEB.10-2020 SANTARY 22 DRAINAGE _ LY 2020 „ YACHT SGDHS N-- 2 _. DEG I5,2 0 DOCKS 8 HAM MAR U-'8 2021 DOCKS MAR i2 2021 MJLTIPL MAY 04 2021 ------ Ioo a so Ioa 2003oa Sk Scaie: I”=100' J05 NO.2011-0165 DNA.2011_0165_site plan i of 13 E=M—ter 0-MI—T .,_r UO O,--dA,A -E' o,RTT—ho i N 631'1210 O4 ( 9 gIn°�rl y4om H- d W,Y-113,Land".-u, -SE LAC Thoma G Woi ert,ugl E Ad ms,(... as sT-1,Ar 11— r,Eo� ar forRo_roG, �sc W _ - e H M` GGhGRETE A s / RETAININ6 / i N)�. / WOODS ,WALL .4_U1 Cft ` LIMIT OF CLEARING- 40.9, JCLEARING L_ 4a9 RFENaClENe yeg L woods ot 4N I1I m a I a1-2 ss,. �.."``�.,----`--^•--. u,°-•>- �'`� zi- NOTES ~-----__` _ I 60 ... 4 NON-1-1 �� 26. .2'f e..• NG a am a�i- 1! -.-. .'_ �.'�' -- _- OF 001 a L n ec s.RA e m If a m ,> _ -------- 94.91 T (� ROOT C� ` - � ° Y - „ M°/1--n m v� \_ —0 ¢ v- - SLz °W v nen ;nm nae ,�H�) �. TO TR>,r= (/ euiwHen� L TO cc AnwY 1-1 '+. If EIPSU—SA- - - I o _ 6� �`v°`4540 [ / zti.T eAL_ *—A - z-- -T 2Q$8,_(! ^.G ! g 55a!°S6'.9G„L ........ ...... �<..«*�. _. ......... ........_ mri ALAN ys sack-L_vxeRe a S-- _ _---- -_ -...� _ _ _ - _ a -- Tlr NEERS GERTI FIGA�EOTHAT THE -R cwAe AATE DI5P05E ANG/EARME -______.:, '-"-*'t''h,7..X S,ALL , �- _ 0TH ONDY e E SOIL SITE AND GROV\'DWA'ICR GONPIAND DTNOR?JGH --_ ry Y — j S 6 _. i S� FAG PORI- bA,F(�,�,��.`` - - N. h\ ILITIC5,AS FROPOS 5D CONFORM TO THE SJ��Oj.Fy�,GUNT'( cx va_ ortSe-Al �� dL=1TLY'..� _ _�_-' _� _ / �W T, � DEPARTMENT OF HEALTH SERVICES CONSTRUCT STRNn�:.O5 IN -� t 6T ! @C� Q /__ _ tW'FNOM 1 GT A5 OF THI_RATE. 5AL.L P A-x 2 !!ll I_ '`'-'_ O�` WETLANDS ` _ S Y' \'Z TY�IGAL TREE PLANTWG I -`--__' � wr J I Jo ----_._ wov^'^lY m As Ci wauu6,n s Ls.No.4sagsn ftD W YO ¢ `y �p D0� LPERT NY5 P,E.NP.61489 � Ayg4 \.,.,,.. '\ 1 ry>'`I ';, LASE AP,�AMS N Y ..G NO.00&q'I "- -- aQpQ ,,.. •.,. t a ..•! r,uI( 5URVEYOR5 CERTIFICATION ° P ° ° ° ° ° ..`.~ _ ! %"`'�; f ter. �” r �zY� N 1 \0 MADE BYE SOA�ND(GR�NPcR OUR DIREGTIONO� .____... `€n. 66Z'-.�/ 1 T^,, �.._-- --- `� (e .X. _ J,,, t A� p Eq,,,, I.�REBY GEftTIi""'TetAT TNS MAP}1A5 PREPARE-C,U'I"L1S1N6 / RAPHIGAL SURVEY5 ONCRErE _."ETA N1,R, T'Gs p I -,A l `Y 3-PR 3-PR �.qF a , /0 WP 4 n e SET&AGK LINE <}2.6 e O � 5 Y � LIMIT OF CLEARING „Y { r T4.6"T 6"(.3A' N8a°20'020 N a-PR W� ------------------ - 5".'01-O"W N8T°36'50"W 182.66' ,2p,.y.� N8 $6.10" "V.....- now or formerly 5ng° O'27'4p��y,� 564°2x'50...,,` woo i` HOWARD n YouN6,NYC,Ls.w.asaa3 N7 Jj ( Russell Zenner 8 woods � Jai naw or formerly $S'ss�~My""`�., / Denlse Zenner Joseph Seth Tusa 8 �' Noreen Mary TOSS; �n 8G34T STORAGE BUILDINGS subdivision Map of "Shorn Acres" X WOODST filed On,January 5,1-114 as Map no,41 F- ( subdivision Map of"Shore Acres" ~� � ry 5TRONG S "(AGMT CENTER j� Pied on.January 5,1-114 as Map no.41 m at Mattltuck,Town of Southold �4o.fq. 5uffalk County,New Yo k / � 1 �\ LANDSCAPE AND ALIGNMENT FLAN / NOTES: Mas _ --,—TAS RE.cve A- a.;!c coRos PRPH 1000 106 06 ° 10 z 0 _ County Tax Map 000 a bt 1steer°"106 06 L°�. 13.4 AA- 3Ac'1sl+�eus 'a nRS.n MAP PRCPARGD JUL.P3,201& PLANTING 5CHEDULE 1 0 CL's - 3aFK R VISION ftuLOrd Of t2EV G ons DATE J r QTY 5YMBGL 50TAN GAL NAME COMMON NAME SIZE 'ROOT 5 AGING Tay NYSDCG NOV 20 20tH 't v-n„RL+ _ _ NY5DEG JAN 02L2020 E-50ENCE -- ®o a (RE=� GA-L S A A 5AGOA-A ( pJG< ELRft_3GR4'^ 5 bA_ GPNg.. 0 OG.... FO 5 NO A#2R.NR __ -_ D�ARIOPi 020 - .._... _.. ... 2620 SHRUBS 1 VA V 4P'h„M AN6J`'"'�JM LOW�.. DOCKS d HNM MAR 152021 2 2021 MULTIPLE MAY O�20Z TYPICAL SHRUB PLANTING IRRIGATION __._._._ :::.:::: _._:_:_ _:_:::_ .._._._____._ O 20 40 HO 120 NTS 9 AUTGMATIG UNDERGROUND SPRINKLER 5Y57EMS C WITH RAIN SENSORS SI-A_L BG PROVIDED FOR ALL 5G01c; I"=PrP' PROPOSED PLANT NOS AND LANDSCAPED AREAS. J05 NO.2017-OI65 WG C1=no ..ser ■_ +�r ro�,.Na L1=srar�sF'r e -s.r�Tc D .261,0,65_site plan 2OF'S 400 Osvander Avor.ue,Riverhead New York II501 \ tel.631 72'(2309 Pax.63,.'1220144 Nadmm<asoungenglneering cam Howard W,Young,Land 5ueygr '("nomas G.Woloert,Proiessionai Engineer Adams, ...DRAINAGE CRITERIA 4 CALCULATIONS Pra=esslanai Engineer G,TaSt•A-Ytocs W F Robert 5t--Q,Archltmct V=ARG V-VOLUME(CF) m A=-15UTARY AREA(SF) R=RAIN FALLON) 1 A'L.,./ SEvlGet O=ODETMOZNT OF RUN OFFj {, NOER ROUN ' I FROM)THI5 Ersr]US, ' S ! a I IurrLtrK PGL ( -= i) EARTHWORK DATA TKIIY ggea NE.1 1 '� '. A TOT SORUME RSUJiRED, eaaAL mARr+uvoR1'x voLurz la4p.21 or(euT) B6,111 SF sM .-X 012.v 100=0,575 OF / r s,,t>r, V l �� NO'1� oR c I CRP R } 6RA5G.60,1 41 sF -2/12 X 0.10=I,012 OF � I "'' VOLUME-O)RRC UNAO.IUSTMP,( � � 1 I li ! TOTAL VOLUME R OURED=55387.Com. j ) "VOLT PROVIDED. / i .-"" SURFACE)OM GALGULATEA UTIL(ZINGv M A)7 CAI METHai} USE FRENCH DRAIN A -- SURFACE OONPAR'SON(SJ 6ENER.:4'PED BY AUTQGAO TERRAIN L„ '"" \ } ( ! 2 ` r,.,i l„„- cn,-.�� MOPE N6 gOF'WARE. 5 IPE:1 76 S 460 L. HIO OF \ - ' GRAVEL(649 57. 460 L=) G.4P=i)44 CF YJa01. 1 j ! /i £ t " -HED USE LEACHI`S FELD LO �- (IO)1C DIA x S.00 OECD POOLS-3,421 Cr TOTAL VOLUME.'-ROVIDEP=5_f43.ti`+GF �m�.�m.�mm a "mwa� �,.-..�„-v.--•, �7p51i'7q Y�p1'7Yl@rl 381�LT P.3 NO2 r""""'r" win ._TRIBUTARY pa-ro a03ca/p ,,b•,�'�l� I t u A-"72,.26 5K wau (!o�J BOUNDARY � 6 6-rg EXISTING WELL TO `_`GQLiI'„ R2QJ1±''tE>' ,ss,.aem�m" BE USED FOR ROOF 50-(50 5F 2/12 100-&,45a OF 0 U:A TO if .tl ii I !! r cul m (' __ FUR�OSES pNL•• ( I ! tU N STONE,Z(ubO 5F 2/12 060 216@ OF q, CTq#1A. GONCRE'IL IOTA_VOLUME tv^O41REP Q,(,,7(,_CF ,j *SOLWE-rROVIDP \ PROD ��, �RLTAIN N6 jl ( rI / pt, AALL /�J�; (a4)OUSE ADIANG d(LD,21 YO DEEP POOLS-10,534 GF TOTAL VOLUME PROVIDEP=IO-954 GF TA0.00 '� Vi H GH B K (")7'R0P0 DOLS'1 \Nn T48 W e f tt rT4zW NrL CL`AO .zn 6q. sL- rn / 1"ENce 'aeove6ROun`�'ov a. T44M 748 P9 - /�` rA / m rRiBurARr AREA NP3 / ._ Nks A "13010 SF 5 �' ^"--a�.. TABOO / \ fbr U;6-AS)RIErAfN(NG y+,gLt. RIN_2000_ TH985� T 8 (! - �v VP-V -REOMISEem: +!n .-�. -_-__,__-ti f ie-600 s . (!/ s L'J RGOr 2"l09 S /12 x 140=4,$16 GF 0= 5 ONE:4i 155 BA 2/12 x 0.60-4119 OF 4'' 8 82400 \ = ~' J ;'f I T1025 1, GRASS:4.128 SF x Z/12 0,0 69 OF - ~' P .. w e. I \ _ a I PRC4 / ~r' 1 TO�A_VPL RE'.,tJiR._R=A,'Ib•t GF ._ g lI/ PAVEMNEBL NO VDEP xS USE FRENCH DRAIN s STA#A� �'Alk i �rPm POR AoR �IDRu F fo `eaom _ ~ I8 Pi,E T6 F.BAD LF-607 OF M, �I!i £OF I"ERPOR ss "'aR% 4t SRAVEL.:(18.24 SF x 945 LF)X 0.40=251'7 OF '�marw s �>`U� rl b ` fSE�-A�4( E1J7.Dlh'G Na:f ATEB 820.00 .'/ !rl NS '''� ac o+'OeIHD 100%o.--~ �� / USE FRENCH DRAIN D' 5 VEL I16 Sr @P L 31or- pROPbSED e sso_ B9 T5 / / 4T GRAVEL:(I524 r IW LF)X 040-1,3i3 Cr - 'I �'., u' A \ -,�.."OAT STO - e - 1 S-FORAGE e v e , Q USE L- O4,1NOSELF SO u z3, II UILDIN (20)la CIA,x 4.25 ODEP POOLS-sale OF Q w > u`u 'DUO SF*m. N0.1 I T '! rr, !/ dz= �� F A#1� k - TOTAL VOLUME PROVIDED-1G5"I�CCE WQ() ` I BOOP,RUNr�F� \�- EE�'�'1000 t '-- ! I- / ^ rttl. S ""Cr\ ('SCE A `Pa. '4 G'' TRIBZTARY AREA Ngo �B `wy' t/f! 92000 \\ ftGDaWN"tiRAL FLANS FLDO S8S8tpBltf ::(i i�/ - TA�#c�� r4o - A 100,454 S. !N ourL acarioOR ( ( Is eeArHRoapr L -! m/ os-_, )/ii 1 Inu.erl Ns) ` ns2sP- ,{ r`" ENf>INEER'G CERTIFICATION aov, ( fet_a.Yaa J S'1 �SA82;n.. ........ ........ ROOF.24SOU SP x 212 x Go=4,483 OF 1_8 4 1' ) S£Tg:j 6P r Eo G'At1oN Po p�A '--I l �_ #3 ) (a ...... •'tic, s" __ -- STONE:2G 911 SFX 2/12 z 0.60:.2992 GF F.FwLocK __._ ........_._ GRASS:46SS7 5F r:2/2 e 0.10=176 GF '- F `�'CDHS $LO r 995/' / ]3D varve __.._...T.,.._.._ __......_y DI5 c } M N MGM i LEA WTs TRIBUTARY POSRL SYSTC-M(S)FOR TAS PROJECT Yv2G DE5I6NEP BY ME TOTAL VOLUME REGiUIRED='f 65i GP p" l".�.�g{.-.. fI1 T200b N I o, EB1HRP.r,.A_i -.�PARATtON OR`O&rqL L4 R-"�4 !r ! l ���` l BOUNDARY a� ORUNDER MY DIREGTIONTEASED UPON T�o SIR A CAREFUL ANP TNOROUI VOLUME /f/ 8920 - 1 i DISiAN--S t / I,Y'C { !// `0. u*44 FASFUDTOF CILITIES,AS P0ROP05 D,GONFRORMD PATER Ga\ptTiONS,ALL US UDR 5° �" 920 1 A 1 ! - ,T yK !!// �1to S4 I PEF�Ecr n5 OF rHiHEALTHs DATE, rr+E su"`-aL5..4GJNTY 6RAVELI((649R5F,2 LF=B56 GF �� U /�/'. /B&5P a STONE /-t- /` ,I^/r 120 OP IS DAT SERVICES GCNSTRUG" `STAN D 5 IN - x 25 LP)Y 0.40=584 GP "2 _J\ � USE LE CHINS FELD 4,U TRIBUTARY u a€ ) Q S EI`"/ \ 0 \ ! ! a 9l I/ �G j/!l: E i 1E (21)la'DIA.h 5.00 DEEP POOLS=7,04 OF '� au N U .tit.nP iNTi TRIBUTARY f R d( / V '�. - TT u C / yr s j aaol '-_ / ,` o -___._ f/ vBNT ✓'F 0e= ! / / TOTAL 1OLVMG^PROVIDER-8,)64 CF tl( (t5^ 1 a _ NPP MN t11 92040 7eDP TYP.-, era, owns 'E,I // ^�-. / A� �..... Howa, - � ODI .P_ ! 850 / ""vim \ L" / DOUCAS G.WUUN6,N 5 LS NO.45@93n a.J 1 o '�.k.,.etv._ ^ran o �% /! RD w.Ya J .-. ..._,.. qq LPERT NY5 PE.NO 614@3 MPAMS,NYC, r._..,:.. "_.... fN`4.70 CPP \.\ NEW SAq !0-630 1'D1 . a. MLAS C.GURVEYCJR NO.H089z DE OLS \ S 20\ ( /r ].20 ,_ 'eoorrARr's1'S'rcMN STs S GERTIFIGATION m ill �TA#2� ! (4J�r\Ts,w e GAL av r/,n`©w 0 1 '= c~ J J' rs nz 5,E Aiouc __�.._.- J/ s 1 HE 5Y CERTIFY THAT TH15 MA®YW5 PREP'AREP UTILiZIN6 n(y�j p+`Y'OSED xOPPIGE REG && - AT S- 9 STORY ` L UATURE�t)<GPANsroN §.>n US, BOUNDARY IRE TOP06RAPHIGAL SURVEYS (�R / :y MADE BY F5,ANP/GR UNRER OUR 7?IRSGTION. Po 4900 BUILDING Rd0.2 9 b.00 0 S� TMeoo T / �8 WQw oM sA f£ N _ '�r52 5- 04 .� WET l 3-, o' 31' Dees FEEL-10.00 _ m °z� // . ._ ., Uas a sL o cPNN£cr Basetp4't1f +No 9� s -Ll-_:. /// !/j >Z ROOF RUNdfiK ( Po AONNS=cnJ�""PtrANS .?Lt56 a-''Tr'EL„�40 i L_� /I/ i 2T �i� �Paor Loca.rra�J1 , Jw/"/,/ /! a"@ r ct \ �,^' s� i�ROP j t y�m /! I: / n z nzm -e.00 Ga-D EOLLdARS, / >f4 /// aQmo t/��' .✓ lu HOWARD w YOUNG,n Ys Ls NO.45aa3 0n jj( 11a� .00 J/QosJHD / STON '� o NT £IN�L-E9r0 - f d- ---------- ISEJ Lr100 Aega `.....�. 80AT STORAGE 5UI1_DING5 / R iz.aa �LININc. r__ / I f\t{I`{41i� /f `Ai o % 1 -R,nr G'-� ``TA#4 , t_- I/J ,. a'~Mattituc YACHT�+{'"{"�"NIF of Southold `'___-_' hoJ lac(a,�x 3c�r"L r(:La - P�I.oasa__ r. Y 1 / - ( Suffolk Gaunt New York IC-6.SOOP it- A, �' PRAINA6E PLAN T51 00 ' N.,.,>`BR BB]4 Tom.'+:_-� `8=300 N � { tsoa---coM1c IGGG 146 06 (G SAN � Baas" ns _ /I SETSAGK LINE ae e`a-�' R3rE „k TRIBUTARv / d. 7A,41N6 wAf.L nR ob pl\a y \„✓ / Cour#y Tax Hop w=r,�..7444 semens I06 ,.em 06 .<c 13.4 _ ..^v" now Or formeYly � MAP PREPARED .JJL,O3,2015 BOIBUTARY� ;R ZeIIneY 4 .... .-... �1s s"5aw or former` aK FRQ_oseD / Record of R®visions (� o Losoph Seth Tusa 4 GALLON^o ; " a REVISION DATE- "'".eeR �-A TRIBUTARY *m exv NpYP.P.Yt Mary TUSa EG'Ra1ND TANKS BOUNO, / T �" S z I Tay NYSDCG N V 20 2018 ((( subdivision Map of "Shpre Acres4 -- `°. - --� NYsec _ JAN 02_020 filed on.IanUary B,1014 as Mo(a no.41 subdivision Map ,l Chore Acres" - � DAD>TARM-RAS- ._ MM oe oto �i x n B09GOLA RESIDENCE _ I-E6 o 202 JJLYO j� filed on Janvar 3,fai4 as Marr no.41 >� _PFC 15,202„ y DOCKS d HMM 21 - 2I MULTIPLE ---------------------------------------------.. ... MAY 04 2021 m 40 0 20 40 @a 120 m JOE NO.2017-0165 C1=no �rseT ■_ ,Jnr r-ouva (Q s*si��-' ♦ s-aKS Ra�ro DWG.20I1_0165_site pian aOFS 400 Gevander Avomo,B—hood,New York IIgOi PARKING CALCULATION \ tel.631 s2Ts3os a x.635.'1220144 y,_� � admm�- -g nglneering4am FARKNOREQVIREB SINGLE FAMILY DETACHED RE5IDENGE =2 STALLS Orr(CE=2,102 SF 0 1 STALL(IGG SF =21 STALLSHarvard W,Y—S Land S BI MARINA=40 BOAT SLIPS 6 t STALL/BOAT SLIP =4a STALLS 'o_0,Z'—t, L"ngmeor 57ORA6E=(6'1,:1d SF R i S7ALL/1,000 OF =166 STALL. 3 _ Davgi _.Ao—,P-f`-1Ur.I Engi er 25 CuIPLOYEES 1 STALL./EMPLOYEE =25 STALLS }�I - _ � `-` Rab-,- Toot,Ar Ht— Robert t mskl,Ar hltzct TOTAL RCOVIRED =262 STALLS TOTAL ROY(DCD c ST STALL S t \ PROM THIS E SO�G C.t P, OV,BEP =4 STALLS t L�.,. °nr. ' SANITARY DESIGN CRITERIA& GALGULATIONS HAN OAPFED PAFMNS e i k , 1 I urrLtrK POL [f SEWAGE DE51&N CRITERIA \ TIN{ RGJNJNA-ER MANAGEMENT ZONE -ZONE IV METHOD Or NATER SUPPLY -WBLIG N ,, \ A j `-lh BUILODNA@LC 5ANITAND5=R"FLOW =600 6PDlAGRE RB-E LANDS=159345 AG x 600 GPRlr>G =9,501 GPD R w RNA �� r` .�� rLOw I OJECT PENSrrr SEWAGE BUILDING USES � GROSS FLOOR AREAS(GPA) ( ! r exlsrxs: F CEt 2, =300 GPD E�S� �5 . / ` r' { _ aFFIGE. 2,7x2 Br ao6 6PD/sF =162 GPD �' g t nx-�a"�� MARIuh 40 BOAT BLIPS 0 GPD/EOAT SLIP -406 GPD BLOB.NO. UEE GFA / PLUpI.. t t (, �i ° Sy�D " GENERA INDUSTRIAL 4,00 5r @ C04 6PPOr -166 GPD f1 STORY 1,610 OF 1�„_f/ I L�) L fj�H�� BOA STORRG 6I,2G5 5F Cm Cao GPD/SF =a BPD RESIDENCE 'ff J -+ f FRGPOSED 'CIT ?� �2 2,702 SF �„_,-" �""�Y'70 ( I xSo ,,,ti BOAT,STORAGE:101,146 S'r®0.00 GPD(SP c a GP? P IG �"�� Or f 111 NON-STORAGE(BATHROOMS).304 57 4 006 GFB/5F =B GPD 5TORY GENERA INOUSTRIAi 4,11051 / Donn a"'er/ I ( [ 1 I STORY STORA6r 1.2,416 5r rroM'BoBco/ / f t` jjj TOTAL D6N5IN I,C'!6 6PD I BOR•'STORAG fOB-E,_(s,7) ry EXISTING WELL TO i (RECENTLY RE-MOVED) t6a BF BE USED FORS, I t -t f / a0�, DESIGN CALGULATION5 5ANITART 5T5TEM NO.I IRRIGATION t+ rV EXIST NG: ® i STORY 341 5F FURP05E5 ONLY I t GENERAL INPUSTRIAL:4,g]0 SF H 0.04 GPD/SP =140 6PD STORAGE I ) fr t _ I� t ad @OAT STORAGE.61,205 5'=6 0,00 CFV/SF` c O 6PD %1 `STORY 10,'!b&SF RETAIOONCNING t t t f f t+r PROP05EPv 0/"� I STORY E \\ FR--BOLLARD Nom- ? j /' t 7 t BOAT 5 ORA6E:101/a6 5r N 0.00 6I S= =O 6PD 7 STORAGE BOR&5F / \ / l t f { - NON-STORAGE(BATHROOM,5)�304 5-C+0.06 SPP/SF Is GPD 1 STORY TQ C0 \\ / I j ( f�r v �. vL ' TOTAL DE516N FLOW =214 6FD STORAGE 22,425 5P ) TA000 6 Ht6H (2) T48 j I t r 2 _ VINYL BLACK 'aROROSE'g .6 / / 4 a H = I/A ONTS fTROPQSEP i ax r-T42 W 744 L'Q ^� EVE G4Ap FENNGG 'A�VEGROUND TANKS l u / /j�� zJ� �- - Fl REQJUSE GIREV AS MFIa BY Ffl.11GLEAN USA =600 GAL. BLDG,NO. USE GFA k\�4� -__ T4&Ul - \ CBY THERS)RZZAWNG yypt.t To'. .. /82(1 l t L v`C r _ --u. �_ -- 748 Co O�� ' INS STORY ,` � `- -. '- - \ /t/ 0 7 REQ q6 GPD,'IS GPD/S.F. =131 S=SNA STORAGE H,ICOG 5F /.o T2D 08) ~ y 1{ 0[, T5000 a� ,1^, / 898`,{/ t1 ..MING GALLEY SIZE STORY N!* g 8T. \ -_1 "- yfj"^� r- „"/ ,�T9 '`�V 4T5W x fi 5aL x 3DO DEP -(9.S SFSWA 10 SaRAGE 52,500 5E q.((( 82600 --J.__- 19,75 ~�" r I I `- x.-� ... "� l ,. -.� " s t.. � ] -� USE n 6ALLc S b+1q.5 SFSINA EA. -5ta SFSY A .w r, f "anv NT J ---t ti h + DESIGN GALGULATIONS SANITARY SYSTEM N0,2 I O-FTON6 Q t 121M / r J _ +0 , -_ OFFICE 2, B SF 0.06 GPD/E =�6200 GPD ti 3w y f MARL*W:40 BOAT SLIPS iG 6PD(BOAT SLIP =400 GPD 82000 TOTAL DESIGN FLOW =562 6PII TEST HOLE DATA - _i - ¢� T2oo9 00 / '-,..J VA OWTS r+eaex+ti.ovnsi& -tee +=� 8 ` - PrtORh �� / 8975 .�' (t C s REOUNt ED =Bes GAL. Ez \ \ --SPAT 4JS Q ST-O I USE G'cN-5 A5 Mi"G BY FWIGLERN USA =606 GAL. u„ o v _S7 AG e Y ; r; ]� r BI sz V a z E UtLDINf�NO 1 ° r LEACHINe Sea a V / 52 500 SF --- REa.562 GPn/1s 6PD/s r 31s S15AA v� SBSErj} Q_.,__ ----:�_ tress a-rri x s,50L x So SF-IpBill, ))) \ U"10.00 t _ / / //-!r w m LEACHING GA-LCY SIZE a e4o s 0) R' _ l. 920 W _ A Bit 1 S0 :, / f 1 f �r�40 ° �� USE 5 GALLEYS a 715 D WA EA.S sFSwA _9q&5F5WA FUEN \ - \ \ t s,4rHRoor-r / /m ��� 'NLcr\ 14 Ise f ! tr"e1,6-,� t t PROPoscL, ( ) / /`Bz w ENGINEER'S CERTIFICATION sw el=i.a 'r.e .sw anlG ea _ T206c t I +'ROPG6Ep LOGATt @OLLA,eDS / / 1 ru.'r_R x 69 75 \ `'E'HA�G GLxNTROL ON FORD / f f�a=.! u°� _. r .._._ nvc cx_ �__...... �,I - wvN titer T2000 t o.. t FSR MIRN�IMUMDfiS TqB NT a Bl.O}yER 995/r �r�fmQ-U� e ]30 M1 w OsFO5A-5Y5 CTM(5)FOR TN 5 PRa-EGT ASKS DE 1t6N-D BYAME .O r* 8920 t1, t\ CPA N L5 STANCES / µ-�j ! soq ,`�",.;q i FACILITIES,SPOIL,57r AIMS,6RORM TO HE C OL,ONS,ALL` dWr l �4 f + ea VMMS '�ti \ " '' ` r 7,10 DEPARTMENT OF HEALTH SERVICES GONSTRUGT}FJ\f STRIP SIN Tao CO o -I BzK �V T l Tzo .. EFFECT AS of THis DATE. .m. ° B9]5 t t o'er_ - sts --/ // ' `1 overs f 7 D ,.sa.. / co/9r oT E [.am wrl s VENT fY, _ ---. 1 I .82000 .. / 350 I ' / 1 MH � L.....I CO _ �'-..�. / `( \ THOMASG WQ ,IvTS.L5 NO,459a9n 22, '].2c DOIIGLASE RM T NYS P.E.NO.61433 fi Hp' ftti W YOJN6 \ ,dE'9`_ I 1 D S N Y5.P N0 H08q. .y_ b N / u ""fL* 06 p`A'R'yE'I N__ G ---. GALLPN IIA OWTS) r—......_. PROPOSED, v "' CER " \ LEAGHfN6.Oa4P nE L E otic - ,__ Qa�1 ry � �EnGE Cr MaRst+ s I HERESY GERTIrYE ASR S MAP HATS PIRGLATRIcONTiLIZIN6 BOAT S1 pRAGE SUIL - RaPwcAL wR E s '^• -' Y-'. e __.- „� UTURE Fh1'RNS ON 00"~ woe ' MADE BY�S ADNP/ORDU BCO aUR DIREcTIONGS s A s 49,000 SF._NC'Rj0.2. a��e ns2 sr �ss r a✓ g -- aoaFROM n - '` E WE LAND 7 s asement Qooo 1 e"s�e pR y \ / �]so�B p c f 1 ¢P .✓ (lu HOWARD W."G'JNG,NY,5 L5 Na.Ab58G3 \\\ ,. 8955... 0 955 S / tlxv 11-EGE: RE. V UK 20 89 AIll�NG i0 a d o 928 o / s'L w ryA �" „.,�., !!! Q 5TRON&S YACHT CENTER r � �T12 J ]io � � '� �� � � i? at Mattltuck,Town of Southold �� ° 2y Suffolk County,New York ? Al. sE-'T ,9 s , Deco ]10-� ni2u.. ,4 T I [ UTILITY PLAN w'T rtoao T5t W es as 19 ....,, �,/ IGOG 106 O6 IO o� '-SETBACK LINE \ea eo__ GONGRErE ����"� ANN Tau Mop r,e-I000s�:-,-106 aes 06 t.ol 13!4 � � 6 N rz wRu `.` \, X% ° a / noN of Zenner ff to 4 y T ooN B'' ao.:--',~-.�, ~� 1 MAP PfzePaRED LUL.Ga.2o1a r h as \ Rursel now or formerly now or formerl (2) \ "�' �it S . � 'x RVISIONGPPd Of RCVSo»9 DATE / p liner Q Joseph Seth TUSO k BALL 4c� y Noreen Mary TUSa G'RaVND TANKS / f - \ ? T05 NTSDCG hOV.20 Eno // subdivislon Mae of "shore Acres° rrry :'"m NY5JEc _ JAM1.of-S020 ( �: BOSGOLA RESIDENCE ........ ....... FCB-...IO 2020 f)) f1,P.-d on January,moi, `�i 4F 05 Mat,?nO,GFI F'- BUE+GVtVISIOt'Map of PJhOY'E AGre O'� *° 8 SANITARY 2 DRAINAGE ,.LILY OL 2020 filed on January 3,1614 as Man no.41 Scq�isnolA2 _„ Dec.-is 2020 DOCKS 8 HNM MAR.CO 2021 DOCKS MAR 12 2021, z •\ MJLTIPL ............................................. MAY 04 20<i 1 40 O 20 40 50 120 u ak Scale: 40' JOE,NO.2017-6165 C1=norrau�ur ser ■=moe+.a+enr rouNa 4 OF 0 (Q=s'rs ,' ♦=srnKF r-ovc DNG..2011 0165_sice pian NOTES FOR TEST HOLE DATA ABANDONMENT OF 5ANITARY STRUCTURES 400 O=tra°de-A�aooe,RT—head.New torr;n901 anti'= .are.+s+•r.........._____� tel. 651,7=30B iax.65,=7,0144 adm n�go-:mgenglneeringnom N _, ABANDOWERT INP nye / ncao evc_ EXI5TINS 5Y5TE _5HAL BE ABANDONED BY REMOVING ALL 81 67 BEE PLAL SEWAGE WA57E5 B A LICENSED MA TE-.AULER.REMOVIN6 THE TOP 0 TFn STRUCTUft._(5)BACKF L IN6 W'H SUITABLE 5ANO AND o.o cL=T. o.o GRAVT' MATERIAL,AND RGPERLT GOMPAG INS. V H d A,Y L d 6H y r l t T"noma G.Woi rt P P Eng ere N y P43PYPQN�'�M1S 57�L R.F.C1S?YA- Dovgi _Ad—,P I IEgi et EX ST,INS SYSTEM5 MAY AL50 BE ABANDO`�ED BY REMOVING ALL r g 111 RESIDUAL 5-r�'AG 4'tAST'S SY A LICENSED HAULER,REMQVING THE � -` Robx Toot,Ar.dt cs �/! v,ND ENTIRE 97 T)RE(E),BA KFI_LING WITH SUMAZILE SAND AND HE Robert vt,p Q,Arc,Jtzck E `1 t"� (�) iFn MATBRIAL,AND PROPERLY COMPACTING. 1 bw _� 1 Ts= FL.12 °y. ABANDONMENT O SEl'R PPS N6 F _ r Pa.E FORRFS E DA�IDONMETN�TN�SHALL BE:CUT AND GAPPED AS A E DEPARTMENT SHOULD BE GpNTAC'(ED REOF TFE B FABANDONED, FUTURE Gon_*+Y57BM 5ANITARY DESIGN CRITERIA B CALCULATIONS to..ON?EMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYS.EM. -----------------.bx+rme--------------- ( S -,� �,�I t�1 I�p GERTIPI{$71ON REQUIRED SEWAGE DESIGN CRITERIA \ THE ABANDONMENT OP EXISTING SEWAG2 DISPOSAL SYSTEMS,EITHER GROUNDWATER MANAGEMENT ZONE =ZONE IV IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A METHOD A WATER SUPPLY =ONE v LICENSE-,DESIGN PRGFE551ONAL OR LICENSED CONTRACTOR A5 INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT.FOR ALLOWABLE-5ANITARY FLOW =600 GPD(AGRE 1,9 PROJE 15 5 E,RV D BY G Y VRI TI srl.^V�D ALSO K IFASEINER TRI S, BUILDABLE LANDS=I5.&345 AG x 600 GPO/AG =q-101 GPII _--� BE CONTACTED, PROJECT PEN5I77'SEWAGE FLOW RESIDENCE: =30G GPD •�- c`.'---_~�-_"'__--.. � OFPIGE: 2.,102 OF A pD6 GPD/SF =162 GPD MARINA:40 B^vAT SLIPS P 10 6PDrx OAT SLIP =400 GPII GENERAL INDUSTRIAL:4,910 57 A 0.04 GPD/SF i96 GPD BOAT STORAGE,61,205 Sr 0 OoO GPD/SF =COPD BOAT E70RASE:101146 5F®000 SPP/SF =O GPD NON-STORAGE('BATHROOMS):904 SF @ 006 GPD/SF =IS GPD TOTAL ErNS7Y =t076 GPD DESIGN CALCULATIONS SANITARY SYSTEM NO.I GENERAL INDUSTRIAL:A4, SFO 0.04 190 GPD now Or forRnerlt� \\ BOAT STORG'e.61,209 OF SF pD0 6FD157 r5F =O GPD North For--K _ BOAT 5 ORALE.101,146 57 A 0,00 6PD(5F =G GPD Project,LLG v v�7 Nara NON-57ORIE (B ATWROOM5):504 51 a 006 Gin/S^ =216 OPP \ \ \\ \ PROPOSED 14 GPD WATER MAIN 1/A OOTIS EXTENSION REWIRED 214 GAL. —_—_— _—` o USE GEN-5 AS MFG BY FV.IIGLEAN USA =600 GAL. \\\�\�' —— \ r LEACHING _� __._._._ REQ.146 GPD/tS GPD/S.F. =IBI 5F5WR LEACHING GALLEY SIZE: P OPPSED 4.r'W x SSo'L x 9,00'DEEP=7R5 SFSWA PARKINS CALCULATION HT`DRANT B USE 4 GALLEYS 9`9 SF5 SP EA. -5ID SWA r^- FARKIN6 REQUIRED a Lam\ \ i"— 5 �-5b \ SwGLE FAMILY DETacHm RESIDENCE =2 sTa!Ls \ \t G'Q 5- Yc ROPpSED DESIGN CALCULATIONS SANITARY SYS`EM N0.2 OFFICE=2'102 5 4=5TALL/100 5F =27 S A-LS Q�\� _f � O O O MARINA-40 SCAT SLIPS a I e7ALL/BOA7 SLIP =40 STALLS J/ X� / Y�4TER SERV7GE OFFICE: 'f.� f A"� y ��.e hj OFFICE: 2,702 SFA 0.06 6PD(5F =162 6PP 5TORA6E=R 44e,5 4 1 STALL/i 000 5F ISO STA L5 j tJ\`N\ 13yM / ^��?l 9N6S@ MARINA.40 BOAT BLIPS O 10 GPD20AT SLIP y 400 EPD 't,^ SOM 0 \ '� " TOTAL DE516N FLOW e 962 GPD 25 EMPLOYEES®I STALL/EMPLOYES =2S STALLS l \ woo, S <<<. \ ",�: ,Jr,� VA OiNTS °F 1REOVIREn -562 6A!. TO-RL REQUIRED =262 STALLS J ff-.� � ;N,\\tea f / N5, N y.R� > > ?b°N '�" USE GEN-5 AS MFG BY FU,UCI_EAN USA =600 CRL. INGPROVIDED PARKLIST OF ON-51TE 57ORA6E TANK5 �/ !�(�u1' N 11X4 .r 'U 4} t)/ ` LeAGHING TOTAL PROVIDED =575TALL5 v,� J01C d°f \� My,Q 4 $ ( m 4� �b REO.5626PD/156PD/SF 37755F5KA HANDICAPPED PARKING PRPVIREP =4 STALLS 1 t \4 7� �y T"riayy n, U #' @ T `N.�,} n TANK# SIZE(GAL j CONTENT TYPr= J {( x./!y,-. i`( h,� 't F'�AMr �6 LEACHIN6 GALLEY 5EE J` p y m ARq F. 4."t5F x 950L x 3Ov^DCEn-'A SFSWA ry 1 f PROPOSEQ/ { f C'o Hp� 114E S GA FYI; INP SFSY�A FA _qaA SFSWA fi 2000 GASOL NC A57 OUT5.DE ! \ \ f /LOGA710N Q T 8000 DIESEL AST OU75-DE a P� t " 5R / / EXISTING WE L TP ENSINEER5 CERTIFICATION / f \ o4'.rzr 3°'„`'s `d r 4oe 'I _"P`I�n s BE ABANDONED 8 275 #2 FUEL OIL AST INSIDE >;,, 9 2?5 N2 FUEL OIL AST 1NEIDE \\ `3 36 J f }. y EREHY CERTIFY THAT THE WATER 5UFFLY(5J AND/QR 5EWASE f sH, xI F -� E ;RI SY5TEMf5)FOR THi5 PRO..EGT WERE OE516NED BY ME / t 10 215 #2 FUEL OIL A57 INSIDE \ \\\ r�-�� rEY`IST1N� J �7 �+ 63 OR UNDER h1"PIREGTION,BASED UPON A CAREFUL AND THOROUGH BUILDING Ur,E, GROcc,FLOOR AREAS 1�FA! \ \ J 0—` $a CTO/E ( \ /W, WELL'� STUPY OF THE SOIL,SITE AND GRPUNDWA cR CONDITION5,ALL SYSTEM TO/SE x r p` PROPOSED FAOLITIE5,AS PRpP05ED,CONFORM TO THE SUFFOL CUNTY BLDG.No. USE GFA FNPOLL TEIONS CONTROSHONN L ASSIGNED BY 5GDH5 OFFICE 1 //f \\\ , wps\ 4 ,E 15TING WELL`A5AND2�NED(/ 10 IT za zaaz-„(;I' }' _wF'l'ER SERVICE DEPAREFTEST ASNOFTHS PArHEALTH sERvices cCNsrRUCT sraND s IN ( STORY ( �} p ` // t .........---------------- ------------ N 1605F f `\ ./'� LAERAL~Tt',28_- r'1 2sTPRr....... ASANDONE'D ! A(Np��'fHgL /t rr1 j OM' f ?`-At �J 'OFFICE f f 1 �,' ,,-- (a�56ra(4( Jl STORY GENERA_INPusTR1AL 4,aia OF // �''yl(� Jl __. rAw�n t' P 1 (t, � UU Howa, 4 'STORY$70RASE 12,410 SF ?}� ! ,I l n / ,,^wiNolcs N= R#•�J - li`'1,+ 5' "ytll{` Y v� aouGRD W.r(}Jhfi M1 r s.L _ �� (REG STORY RIZ OVE4) /// =v 'l GL., [ cidRY 1 L LV a r t > v3 T,+OMAAS GwAPIAMS hY5 SE NJ.9099? \..-. STORAGE 3415= t}JC f , )\ f r r z c. C\ jt unur + SURVEYORS CERTIFICATION • b 1 STORY C_7 �roRAG� b 11{ r § e=rnt}� L �.,Q 1 j f (j° • I HEREBY RES,A THAT TH-5 MAP WAS PREPARED UTI.5,R „ f STORY Q (jST w MADE RE S,AND AYn BOUNDARY AND TOPG6RRPHIGAL SURVEYS l� t50T6 5F v .� f� ,( I t' i ��_, � �', 5^ORAL£ L j S! x�"� I \�ua Ori MADE BY US,ANP/GR UNDER OUR DIRECTION, s sraR� Q QQtyQ t (1 J ( MeroRr j o a^' 22:<429 OF j U t s-aRAG-=_ �'0 Lv � 1 1 it -I % LD _ .r PSD J.� J tel! EXISTING 5ANITARY t „ s"'ti B C.No. USE CPA 1I q�l 5r5TEM ATO REMAIN -- A A \ 0'.( E _........_ (5GDH5 REF. 11-50-10) s a \ \ sa t 4 4�*coo 5F ' sraRa E 1 N/ pd\ � \ \ 955 r"9,30 VENT e 4> sraRaGs 52,500 sP ° L59`01 f FORGE NA N HOWARD IN YOUNG,NY9 -J0.rd9893 / f / �' .......v PROPP -- ! tF5 E,1INe WATER ERVICE "Y G NEw sANITAR sys M Noe \° —I W BOAT STORAGE 5UILDING5 1 600 GALLON ICA 0WT �� S-v " 5Y (s)4.75'W X 5 50 L X 3.00 D P STRONG S YACHT CENTER /;� " LEACH INC,GALLEYS ��\ \\ \� 1 ` J ' ( "^~ a'Mattituck.,Town Of Southold 11 /r ``.;l tp SO%FUTURE EXPANSION a ..........�._..._....._._.� Suffolk Gaunty,NON Yark PROPOSE -- �F^ WATER SERVICE AOR QWD LOCATION ON-ROL \ \\ \ \ t ' UTILCTY PLAN a ,a PANEL �BLOWER \ -( 1 IOOO 106 06 IO Goury y Tau tFap rr=L.G 1000eros 106 06 1.oi 13!4 26 ar� P'�'l°`"' \m 1 1 i MAP FREPaRtzs JUL.03,Zola EXISTING WATER SERVICETO SE r T PURPOSESO��yATlON� \✓ �`�^- 1 -p o- 3�I ADp Tangy mFoOv 20 200 USED R VISION DATE i, (�,� N T05 NYSDCG ASR O_2019 / 1 - - JAN 022020 BASS NOA#2 INCE EB to 2020 _ i. 21 M'J cT , MRYLc 40 P E AR C SANITARY E DRAT A -v �. _ a M`T G'•oc 1 \ 11 1 1 cT , 1 HAM --DEC o- '^ DOCKS 20 40 90 MAR.p_220Q0 l/ 021 oal 7N0 i'I01656site plan 5 OF 13 400 Oev der Avalwe•Riverhead New York IIRGI P 3 B(OWER SPP(IFR ATKNS tql-Pr51'7'f2R230ax 63'1220144 F n�rIo nglneeringnam 410DEt. __ MAG NOR � 1y t�q ,{. IS RDW 2,84141 \O-L:AL OVP.,TO F --- - NOTE;STORAGE BUIL FROM NEW GOx:'¢OL PAN_ `OLNTED VOR4tAt tC2ESSURL { 22PSI B AECh PA`L._AM1b TRAP i' BARM1 `a_AB BQATSTANK ARE TO a\ E FRES JRC FOWFR {1204/t O,VGUIix. -,� H d w,Yauno Lard SN-EF TR.\'ED WOO-FOE'S 5EA-ED M1 -AN'IT K 5c .,__Dc-Al'_Ti.-S-I`cC SEPTIC TANK AGE THE SAME AARM/CON"ROL S_A__D OaREV VISA GL)li(P;1'CGVNEt't 10 V,-� 3/4[VCIi ( J '("Hama G.wol rt Profess oval Engineer -ANP v MAG"R AR ELOAER _EAtiAG. \TO PADEI WEIGHT it LBS ..-. -.-.-. -.-.-.-.-.-.-.-. ii-0 _._._._._._._._. _.........�I g.p"_.........-..' \ .g-0"_._._._._._._ ... Dgvgias_Adams,Pro°essianai Engineer EL ND a.-4.:'q .._._._._.___ GO\R„.LER A'" �MDLU`".AG00R POWER C04SLMFTION _ 55 W 4"DUCTILE IRON @ t.000Yn 4"FVG @ 1 OOOI RISE SAFETY LIDS COVERS WITH NEW t STORY BOAT 4"DUCTILE IRON HEAVY DUN& 4"DUCTILE IRON @2,000% STORAGE BUILDING NO.1 EJC R^-5i?AtD 3L0lLR DEVICE _.. .._...._ ....._.._'_.._. `\ LOCKINGDC1ASTING LOCKING CASTING MA PEOVEDE UAOLR `t, @AIROLINE TO LOCKING GRADEINC FIN.GRADE, FFEL_1020 Robert vtro st.Ar hltocs M-6RFG TJ CNOLD"AN' oA\R'Al AR ID -10\ EIMI Ib UP11 NMb Lnsu eade9nvm�nlilvtion TRAFFICB�ARGiN�G SLAG- TRIMO G��E TRAFFICBEARING SLAB TO GRACE RIM=94 Jr6LOWER RIM=9.& \ Toot, Arc!^Itect I '01TROWR G'u,G BY P g Igi /:- ( -_ 5J.RHOMB'J5 M" `.' r INN r p -hd i . n1ei,MR, t ,. " ,�_ '_) 1 IE=a.Se 5ANITARY DESIGN CRITERIA B CALCULATIONS cn 3 I ......--'.-. _ UNE----C1- - NOTE:INVERT ELEVATIONS 1 m II, RIR L\rt TO RPI cx i pi qm �- BEC'- .SQ Lx4.'!5'N4 E.QO'D _ -. LOW'S ' VO\- f - / B NEW GSARET RAGE HESAE DESIGN GfRITERIA / IE-7.5p IE-1.60 IE-1.70AIRL EAT aWTS (N .A damngM limphragm Nill Nig-U,ANI.1,NSINI IE-T.Ol IE-718 IE-T.28 IE=7.33 / BUILDINGS ARE THE SAME SEWAGDE DIN 'OUT - - _ 4 LEACHING GALLEY SONGRETE D15TRIBUTION MANHOLE E7AL0\ENTS IE-7..2 AL,°eROCIE OF OU/_DING GRQUN-WATER MANAGEMENT ZONE =ZONE IV ILI FROM BOAT STORAGE ETHOD OF WATER 5JFFLY PUBLIC IV GRAD' "A L FOR BUILDING 80.2-7 LGWAHLE SANITARY FLOth 600 GP-IAGRE BOT=4.40----� "'�.........� J E_CG'"Ri..SUPPLY , BUILDABLE LANDS-158345 AG x 600 6PD(AC 9,501 GPD L T¢i A:' TO _ORER l TOTAL OP(4)GALLEYS 318 5F5WA PROVIDE END CAP LEVELING DEVICE CONCRETE MANHOLE / --- 4? MDL#SL-4 MFG BY TU'NTE OR APPROVED 1 sJ=L,- To �IGL Ax PROJECT DENSITY SEWAGE FLOW "-S SP_IGE ED, EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOTIN3 HIGHEST EXPECTED HIGHEST EXPECTED EXISTING: CONTROL PANEL It SLOWER GROUNDWATER EL=IAOGROUND WATER EL=1.40 Rc51DENG0 =9006PD SCALE:\-5 Orr 2,102 SF.COD 6PD/SF =162 GPD (,0O 6AL.I/A OWT5 MARINA.40 BOAT BLIPS av G GPD/EOAT SLIP =4 DO GPD I/A OWT5 NOTES MDL.GEN-5 MFG.BY FUJICLEAN USA GENERAL INDUSTRIAL:4,910 OF a 0.04 6FP{5F 196 GPD i, Gw'S SHA-BEB NODS GEM1-3 NAM1J7AGTLRC- 6Y FJJIGL`cAN V9A. BOAT 5TORAGG:61,205 57 0 COO GPD/5F G GPD PePPOSED-: 2 TrE DCS GV E\CIV R-UJ:GLEAN JSA R=P4ESM TAT VE A\D SOD-S (T,PJ BOAT STORAGE IOtja6 SF)004 SF 0 C e G GPD 2a FUJICLEAN CENA LEA _h A IVES SHA- GOS-R- Ti-E-T-LLAT PV OF T.IE GW-5 ANO NON-STORAGE(EATHRPOMS):304 5P W COP 6PD/5F 18 GPD LTAGnING SYSTEri, A-PROVA_FRP`^A.._THREC"RtOe'"O uAGN?ILL. ., TOTAL ISSILS (0'76 6PD I ( 3 THE `5TFM 5-ART LF^ILL BE COMPLETED LVDER THE DIRECT SJ=ERV 5 O OF A .>_DLEAN JJA DE516N GALGJLATIONS SANITARY SYSTEM NO.I 4.AN ExEcuTE-oPEeanoN AND'A NTENANGE caN-RAcr BETAC_N TLE HYDRAULIC PROFILE 5ANITARY 5Y5TEM NO.I ISS¢' EX S !e q HINT W\GE PROV D R AM1--ROF- ALh l-R vi ST B-SDC Tj'D TO v x SCALE", "=4` GENERAL INDUSTRIAL:4;110 5.0 0,04 GPD(9F 196 GPD °✓•`+ "` °^` -1Z S .._K GOJNT"DE=-ENT',AO5G CAL'H CRT G S=(bGir"EV PR10R BOAT STORAGE,01,205 OF 4 0.00 GPDISP =O 5Pp _ O AF UZA\OC l TAC/A PA'S R...=ISTRAT ON BYTE SANS IN AGGd<DA\GE hlTrl AR"IGLL 9 OF`+-E SJ=FOLK COUN'Y 5ANITARY CGDE. pmmQ`+ C" BPAT STORAGE+101,196 SF A COO GPD15F =O GPD NON-STORAGE(BATHROOMS),504 OF 6 OOZE 6PD/5F 10 GPD 14A" ----- TRAFFIC BEARING SLAB TOTAL DESIGN FLOW 214 GPv 4"PVC @ 1.000°l0 4"PVC @"000% 4"PVC @ 2,000% I/A ONI HEAVY OUT 8 _ RISERS 8 COVERS WITH REQUIRED =214 GAL. HEAVY DUTY SAFETY LIDS RIR LINE TO LOCWO USE CEN-5 AS MPG SY EUJIGLEAN USA =600 GAL. Jjtl TGRADENG CASTING EXISTING TRAFFIC REARING SLA©- HEAVY OUTYB LOCKING CASTING MFG BYI DEQEOR /f BI.DWER i RIM=i08 25TORY FRAME i LOCKING CASTING TRAFFIC BEARING SLAB TO GRADE rFIN.GRADE APPROVED EQUAL 1 ( ( BUILDING LEACHING FIN GRADE-, �- T6 GRADE RIM=100 RIM=100 1 FIN.GRADE-� FFEL=96 REQ.196 GPD/1.5 GPD/5.I'. 131 SFSAA r LEACH LIE GALYE:Y SIZE, 4.75'^x R,50 L x 9 OO'DEF-=-a 5F5AA i VV � C- t IE 660 1 USE 4 GALLEYS M 19-SESWA EA. 318 SFSwA vi EE=T.69 IE]fig VE\ ' - _-.- - '- DESIGN GALGULATlONS 5ANITARY SYSTEM NO-2 IE=7A2 HO-E ( \ ExISTIxG: IE=TOT IE=T.18 IE=]28 - FROM INTERNAL EJECTOR PUMP 8.50'Lx4."IS' ."DO'" 162 GAD LEASHING GALLEY ---- 4 0^-I--= '----- OFFICE; 2,702 e F ev COIL GPD(5F' .SE DC AIL OR / MARINA:40 BOAT SLIPS G 10&FONBOAT SLIP 40O GPD U 3A25;TOP)AND-6 BARS(3OTTOMI BOT=440-- I GWTS GO`^PO,R COM1GRETE MANHOLE TOTAL DC-SIGM1 F..Ori =562 GPD GONCRE"E Di5TR 5VT1ON MANHOLE 5 PROVIDE BAFFLING AS DIREGTEQ BY TOTAL OF(5)GALLEYS B90 SF5WA PROVIDE END CAP LEVELING DEVICE I/A ONTO IL oMDL#SL4 MFG BY TUF-uTE OR APPROVED ENGINEER AND/OR REQUIRED BY SCDHS EQUAL FOR ALL DISTRIBUTION OUTLET PIPES 6OT=29USE GEN- 2 ,LNQ'1 OF 1.25"DIA.HOPE DR9 FORCE MAIN CEN S626AL. USE 5 A9 MFG BY EUJIGLEAN USA =600 GAL. TRAFFIC SEARING 5LAS(H2O LOADING) HIGHEST EXPECTED HIGHEST EXPECTED GROUND WATER EL=IAO-+,...,.,...,.,�A-n.-�,,. ...,h,.....v", ............."..", .w„�..,,,,,,-..,---- �.,..,.,.,.,.k.."... ..........�...� ..,.,,.�",,,,,",�...,,�.,�..,,.,.,.�,. �.,,,...,....,..,.,...,.,.,.,,�.,�,.....,.,.,�,.,.,..,,w�,..,., GROUNDWATEREL=1.40 LEACHING 4 TYPICAL REINFORCING FOR ACCESS HOLES REQ, 62 GPD/IS GPD/s F-. =5'15 5FSrw SCALE:NTS GAL. OY MDL.CEN-5 MFG.BT`Y EUJIGLGLEAN USA LEASHING GALLEY SIZE, 4.`IS'W x 8.90'L x 3D0'DEEP=T95 SFSWA USE 5 6ALLL^Y5 e 19.5 5FSWA EA 548 5F5WA xa 111 e u-E4af wnY METER HYDRAULIC PROFILE_5ANITARY SYSTEM 80.2 ---- INCOMING SERVICE .a:k„P 5GRLE "=4' ENGINEER'S CERTIFICATION LL. DEDIGATEp IS AMP BREAKER ...... G,I.FRANE 1 COVER-CAMPBELL. i HEREBY CERTIFY THAT THE WATER 5JPPLY(5)ANC/CR SEWAGE IN U.N.s Lnci wnv - FOUN'DRY PATTERN Na,'00-/G,OR DISPOSAL 5YSTEME)FCR THIS PRO..E:CT WERE CSPE6NED BY ME 12OV AG,10,SOLE,t5 AMP POWER 5CFF Y APPROVED EQUAL OR UNDER MY DIRECTION,BASED UPON A CAREFUL AND THOROUGH (-#12-2 AWG WITH GNP IN I'PVD CONDUIT //////��� STUBY OF THE SOIL SITE AND GROVNDwATER G✓MP TIONB ALL TRAFFIC BEARING SLAB 5ECTION MAIN ( FACLITEB AS PROPOSED,CONFORM TO THE 5u�0 0JUNTY SERVICE / DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN SCALE:ITS PANEL / r-ASPHALT PAVEMENT \\ EFFECT A5 OF THIS RATE. EL=8.1 PIN.6RADE Ll L7 `7 LARDWIRB PRECAST GONG.SOLLAR �' 24 i. ..I c 1 -VE'RTE*R 5-RVIGE � IN"ECONTROL 5HA-L BE IP YIN!MJM ,`max `, .. `- TO c R MA N JOINT, C.EN S P HOMEVS AIR BLOWER SGL AV SAN-d GRAVEL HawARD W.YOJhG M1YS.L5 h0. 55F3 Structural Dow / GROUND,ELEGTRIGAL ONE- INE DIAGRAM �T oP o1PE- 1 �} FROM POPS OJo r,s Ea vA..ENT To WATER MAN --sEwER PIPB DG As G waLPERr xrs PE.No 6i4s3 / OM MATE _ NEL � R OR Eh-PLUG LASE A-AMS V Y5.P E Nd.0089, aArF( a ..tn�r irz E_ L" L2S"LDPE DRI -""- STANDARDS GP GONSTRUGTiON AND PRESSURE TESTED SURVEYORS CERTIFICATION 9ANITRRY SE'wER FORGE MAIN�l TD AS WATER TiGHTNi GS PRIOR TO EAGKFILLING 3O" --LWA • I I+EREBY CERTIFY THAT TH15 MAP WAS,PREPARED UTILIZING E-I 6 OFFICE RECORDS,AND EGUNDARY AND TOP06RAPH GAL 5:1'RVEY5 S E,J ......... 0 Q ... ---------------------------------------U.. ^`-----� MADE BY U5,AND/OF UNDER OCR DIRECTION. TOP OF PIP um \uohvCa,v,Fll,at o;Cla nbcr Vet 12](-gel JOINT ..OI\m........ AGO-ID CON- 'T' M1GR?' 6a" AYE �i ( D s fec "..I 277 1M V. ( MIN. _ to - --- ---- ) n �orc,1, hcn n z N� _ STEPS - EANOUT DETAIL ! ""`- nsri L 11om1yoiwne aav WATER 5ERVICE/SEWER(FORGE MAIN)GR0551NG DETAIL ,.. . TYPICAL GL P? I mai�qQ /{/ FOR AREAS 5JEDDEST TO TEHICULAR TRAFFIC K a•lutEi PI `��." r". _ `- OU E'1111' -5 \_~\ •_ ,.G-55 OPE\',.NS $ br=--n ^^ / \vL s,u 11 rsviv IOU II 3 SPECIFICATIONS L=1 - A� HOWARD{'t YOUNG,NYS L5.NP.45dg3 r"I mLcr-11_.. r3> J PSMP PpLg PRC./YF/PT IN SLED RRA D i-,(OPnonl) Uri ',cT bl..cs .. °FAME a GaVCR-GAM SEL_,-� A J5T TO RAD f4 -I RED NOTES: G�E30A}T�,I�5TORA6/E�L.1UILr;I1 Y6.5 RECi 11 - +-Lev SarFLE ,0.\DRY PAT v0'OO'iG,Oe=a..4L OR AR/MI\0'F-AO ..+I f\QI`{41 i YACHT 1 V I V i!.-i\ -rz'F.turnx� .-_-... BP e ^.T E.]w¢F£rvinc (CtiaxiI GFE\$NriJ H 1 COJE G 5 MAX OF 5; 1.ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T M.G-470,LATEST REVISION PLAN VIEW 3A¢S a 0 ARPJ SPEGIEIGATIONS FOR PRECAST Qii.MQtLILUG.,TOWYI OT 50UthQi� FREGA=,T ,..... ry. IF,nnuFf;.LE<1'YP te"n!n --/rTYa/-,2<nnNvo FE<Y11, CYLINDER IG O SEG 04 :" 1 y O EN B.FERZN G.MANHOLE CONCRETE MN BE ONS. SUff OIC.GPUYitI�,NBW YOY'};`. i R cd'+pw,u /�`' _ C,2 SO,N I'\'I AL E h ORG'cMJJT IN 2,R OR E RISER SECTION QBE FtIRN(SHED N / / Qp,,,OP.al,tc a O 2 P'"`1J T G HE G T IN 1,23 OR 4'HEIGHTS AS REQUIRED. ' H -�.+ -s---_--- 1�` �S - _ .. •, 0 �rFrEEnin ELz9."I NA'r'ftiA5D8EJOiVTS EGU VALEhT TO WATER MAIN �RT p a I x A1.ING GAMANUSGDEL�IVCRLD MEET ALL WAITER O?AN T�tR.Y DETAIL.�J THAT 4.LOADING TO CONFORM T AASHTC H-20 IGOG IDE 06 G SANITARY SE%NER Li NC 55 AVv-.e LINE JOINTONSTRU`TIOx AND PRESSURE TESTED 'x S,FP�O= OAD'N NA'JnLy TQri MO.p i�sr� GGP se;,�:,.,106 e.G6 ._: f3.4 4"DUCTILE IRON c t _ - REM-NTS OF S.C.D.P.W.SPEGS- 70 o „ ..-...-... / 51; C� '._ E Ov WT OF PIPG=89 PG IDENT 10 MINIMUM INI MFR OF �GHTNESS PRIOR TO BAGKFILLiNG A NOM y S` �Inax ;1 NVFRT S.101.RE-C S.RE-BAR TO P PREPAREII .i',1L.P3,2018 F 01 .... - o ! 2 -_ Fe 60,00PP5GONFGRM TO ASTM A-615-60 R-ord OP RIG,BI S .'� ( i I Ass IINLY 7 ,.AST 2\FLAT,N REVISION DATE- ' c - ^'=1C_D, 6.WELDED WIRE MESH TO CONFORM TO T05 NYSDEG NGV.20 2018 y�• p,�.s�• 7 ^" I "% 18"DRAINAGE PIPE-- LI _ e TOP OF PI o A.S T.M.At85 Fs=65,000Pui NYSIJcC _ _ J-E 02,-2020 -T 3 �. LIO'-0 UT - - _ _ _... T.CONCRETE TO BE 400GF5!&�28-AYE B05GGL?,4 DRAINAGE -EB,I0�0020 4-0 FLETIE E SLEEVE SR�ITARY 2 DRAINAG JLY Oi,2020 _ EROS!C nEU:n .._. _..-......_ ........_ ......... .............. ......... SCDHS NOIA 2 _ ......... D G I5�020 1" '-N'ON ORC`=A_7A=SLAB 8.FLAT SLAB TSPS(NO JOINT)MUST HAVE DOCILE 8 HAM MARL-00 2021 R IV-..RT'NCNT<4_ARS&"O.GCw,TOP TOP 8 BOT-OM STEEL, DOCKS MAR.12-2021 �-AE 9N a.csrKet v MJLTIPL _ MAY 04 2a2I MIN. MIN SECTION A-A VIEW SE.C'I'[ON'B-B VIEW ------- JOINT r�1N'r -- ....... 5EWER LINEALIRAINAGE PIPE CROSSING DETAIL. TYPICAL SANITARY SEWER MANHOLE DETAIL 5GGIe:A5 5HOWN N 2 65 NTS NTS DNIG.201-.'0165_i e pion 6 OF IS LIGHTING SCHEDULE •too OI--de-A�anue,Riverhead New York natal tel.691 72'(2309 Pa,63,.'1220144 LUMI AT SYMBOL C. G E yN �L TYPE HGT. LUMENS L.LP. (��/\j yy�{ j��y adm nc�-5{.--g gI Ing.com AV {}T�`_ "�--'\ - MFG 6Y Lal INvU5lE5 INC. I '�.�. FG ATT LEO ARCA i.: n�✓SO P e e R J H- d 1^,.Y- g L d!v_u y GAT.NO. D EQUAL p '("Hama G Noi Rode t C,lV 1,Rr9 r CAT,NO, PATRIOT WALL SCONE ED 48TRIE5 IhG. g r g t t I OR APPRO WALL 14' 5,800 IP Dau ias E Ad—, t E titoct EO M BY LSI INOJS y LO T �' 13 WA i'LE[>WALEL Li6#iT CAT.,O.FAB--E-5- '10 w_Nv-E-5- 1 LK, MF5 BY 1-51 INDUSTRIES INC, OR APPRGVED QUA_ 9 0 i3 _ ----_ti- CAT NO. WALL i0' 1,'165 I.Q I OR APPROVED MOUNUL Or K r _..1...� WLS-I3W-45 GAT.Ngo 4 I INEUSTR a '-----'__ --____ _ a _ Vao 4 IOLE c. y}u :aa .�---'--�._ -_ __`"'�C• +N ..._''--- GJRAaPROVCD cGLAL. § .-.--'_.- '---- r FOOTCANDLE 5TATI5TIC5 T�rvn-LED S-I w.0 xoNc I.D'J5TRE5 �1 N'F5 fS _� t ... O �_ I. MIN. MAX. AYG. rvs _5 ---�_ --'- .-' z a,a aea -- aR AS-r-n'-Leo-ue-asa-wv-ue-eLk, _ - - 41 111 1 w oz os3 as ,o III GHTI NO es 000 12 14 ITR ALIL PRONG D o�5 e &-N ---_- - TDO 'G IN OR, ri T RES . ' a s:i2 a.Ut a..sa,.as z.us a.sa Sa+z.ez 3.,, 2.4s a.s+ . u.na aaz+.orz ora ve',z.,>aor z3s L�B - LD OV EOFS NATINDIeC-ED 57FICO \. _. § f gJ RYI I 11( 4 CP 4CRE c ze aa, I'1,eo a,os+ .s I'll zrt 113 t+ a1 3. s 31 3 eos+so ea",I "I a a III FpOG 41 xz s4 6 .. 3 x 7ROMODIMI',ae s+z>3 o saIN" ",I ts,i.s III tzz+ ,sz+ ,zs ere '1,zs 213 ee 3. +e v BELOWGRADC1 aaz, 11�c . aa , , `4 HALL MOUNTED LIGHT AREA LIGHT N T 9. NTS I... aos ll.. .,o.,,.11t o „ora a.I, a't r,SE--' > _ No ��. � Te � -.- _ ,.TONE BLEND I ---------a ---_ ._ _ 176 z I'll « o u., osr oa, at +t rnx t.as z-os 2aa 2.as xn xao sae aiz s.'ra zt+rs*ae a.ao a.sa a ze z.oa R asc '- h daT « � a c axn s >s,ra oaa oas v IN o.ox Ill o.oa M.'6 4,o.sa o. ,, ,,I o.3z a3 0.a o. e e o.e z. .,,z.os a.. 43 111 3. zs z.eo z.. I.aea r 111 111 , ,.3 111 0.o o<.111 1 a, 171, ENGINEER'S GERTIFICATION o .- .,a o 4"RECYCLED CONCRETE • 1 HERESY CERTIFY THAT THE WATER SJFPLY(S)AD./OR SEMI a. _ avi _ ao+ _ z nz I. _ _ o III z c a o ,.ze 1. sz,,a so,s z a. aco a ,r \ BABE CGJRSE DISP05AL SYSTEM',)FOR THIS PRO.ECT WERE DESt6t D BY ME OR UNDER MY DIRECTION,BASED UPON A CAREFUL AND TNGRO'JGH r--« \-6"ST SOIL BASE STUDY O, THE SOIL,SITE AND GROUNDWATER CONDITIONS,ALL «It V OPV oo o m w a,a u,w,x o W»az" NI ��4Hoa-mux- r FAGILITICS.A5 PROPOSED,CON;ORM TO THE 5UFF0{-Fes`-I.GUNTY '��dd�va6 Ua�{oo'ocl^o `�igo,.vo om oco om J °a DEPARTMENT OF HEALTH SERVICES CONSTRUCT STANS IN %AZ '0 STONE BLEND PAVEMENT SECTION EFFECT As of rw5 DATE. NTs rI'll ;a now or formerly now or FormerlyHpWARD w YOUNG,N:Ys.L5,NO.45&'91 / Denise Zel finer $ rHOMA5 G,WOLPERT,N.YS,P.E.NO.614&3 Denise Zenner (\ Joseph Seth I Tususo $ r _ _ DOUGLAS E.ADAMS,N.YB,P.E.NO.605P'I '-1 Noraen Mary Tusa subdivision Map of '51nare Acres" 5URVEYOR5 CERTIFICATION Piled on January 5,1914 as Map no.41 (- subdivision Map of "Shore Acres" __ ~�. ----- ^-',ate=----- ----- JK Piled on anuary 5,11114 as Map no.41 s HEREBY CERTIFY THAT THi5 MAP WA5 PREPARCD UT LUUNG J OFFICE RECORDS,AND BOUNDARY AND TOPOGRAPHICAL S'LEIT5 \ V MADE BY U5,AND/OR UNDER OUR DIRECTION. y.._. --... z LIGHTING PLAN SCALE. "-4C' -- ----... � RCOVER, CAST N FRAME 4 IT N O.DRciNAGEOR A"OOVRONAL.u i o HOWARD N.YOUNG,NYS L5-NO 458x9 GA5T IRON FRAME 8 COYER GAIN BC-LL FOUNDRY,PAT,NO, 340'1 OR APPROVED EQUAL. tt�� f,' rr{�` ``�n, PRECAST CONCRETE = 4000 15(PRECAST CONCRETE 'OAT J`TC�1q2`/AG BVILDNG�J z L M 6A BY BEARING CBME AS SOLID RING AS MPG.CI OUAL,LK GTHp•,rp�&IG I A P HT CENTER ITER �0' SY OVER K GEMENT -"G* GEMENT OR APPROVED EGiUAL ✓✓�'fI�\Lt{{I`tV,,JJ f"\l/TT t 4/ 1`!'i.. to OR APPROVL-D EQUAL. t< ^ at Mattituck,Town of Southold �-- DRAINAGC PIPE 4000 PS*PRECAST CONCRETE rn Q TRAFFIC BEARING COVER Suffolk County,New York N I STONE DRAIN N--------------------- STONdBL NDTGNcA DG% GR IIT AROUND 2 - DT1Ql LS N r 1 00% z ENTRE PIPE ANO PS,PRECAST CONCRETE L+ _ soo' O sca O SAS MFG SY Su FOLl 1000 106 06 10 sG Is TONc DRAY N PAVEMGN�T N CEM Q Y 9 SONE ENT OR APPROVED EQUAL Gourvty Tau gars o„na IGGO -.eros 106 o-.c 06 Lo. 13!4 `n�'� j / INAGE PIPE MAP PREPARED .NL.03,2Olb A RIGrL-- - f R FABRIC [J U DR.4�N RIN65NA5 ham'. B _ F- / PAVED=NVERT-:12 5-'CFE m --GONGRC'E SHAD C GA5T IN e / REGPYU'OP R&VISIpi15 PLACE IN F1CLD I� QOO /”" OY 5UFFAPPROVED EONT L -�� i T-05NREVIBI5 DATE OR APPROV+••D EQUAL. - .,.„ ip i. TO5 NYSDCG ,,, NOV 2C 2018 z 1 NYSt'ScG _ _ JAN 02.200 1 6' ( ^4000 PSI PRECAST EOTTOM EO5GOLA RESIDENCE IFLE _ - FEE IG 2020 16"PIA.PERFORAT�P ,8"DIA.PERFORATED h x'—.—_) o4certierc F x a ann a n rv.v::cT e.t rows a a.e.rz Irv.eon. D T'-'S SOt+AM _.__._ - - MARY 04 2002 3VV'— ®0-7 SLAB SANTARY 2 DRA17AGE JJLY Ot 2020 DRANAGE PIPE ___._._._._._. _._._._._._._ _._._._._._._._._ _.-.-._._.... OI -'�/�i\/�A�/�;\/./�/W�. �6W EL DOCKS MAR.2 2021 DRANAGE PIPE - VARirS FRENCH DRAIN'A' $ 'G' FRENCH DRAIN 'B' & 'D' LEAOHING II BA51N b'DIA.STORM 5EYNER MANHOLE kale:A5 SHOWN o, N7.5. N_T5. N75 NTS UOB NO,20,7-0165 DW6.201T.._O165_site pian '(OF 13 ,o zoo, po 1 ems v Y---..`�-.ti k=2� 0 -"'lc •00 0�rarae-nwanua R,—h d N Y L riao� oe"Al ti tel.rr❑Irr2rzaos a 6a-r2r.olaa �. 'rnrw x�I EH 2' I-- I � aam nom- rneerin z it sr aayor ,,, n �iOAand Ycun Lard amu, c, woloe,-t, t P a eng e° As,P r I E,gr a Rowe Tool,Ar h tote L m / \ I \ v 1 xC \ 1 x 1 '00 .0p` I n tom/ ry A71Gzf8'1°I2'3b°W V � ��. rf -' :/�fw HEREa�CERT � F�INEERS CERTIFICATION \ ar jl RILP05AL SYERTIFY POR TN-PRO,FONA7,SIR�RE DE NC/OR SEN SE OR UNDER W Sn A O PROPOSED,HESOITGO AND RTouL SiR CANn STRND ALL IM1 LTU \D7TIONa.ALL ❑ o...THE SOIL,_,rE E / 'RTMENT OP HEALTH SERVICES LEPFEOT As CO rws DAr l f / pf�yVf� 540°I6 ( TOMASG1b U Y6R.M1 5 L3.NG.45&93n5 DOfE.ADANS N.Y.S.F,E.NO,6089 ! ,r N N I'7 5URYEYG>125 GERTIFIGATIPN g ___.— i HERESY CERTIFY THAT 7W5 MAP 41A5 PREPARED UT1LIZtNG UNDERARY ANDDIRECTION.CTI TOPOGRAPHICAL SJRVEYS MADE BY US ANL?fOR _ / \ / v • `B' -OP IAO? UNDER QUR DIRECTION. �l 9`5 _ I IL o a, 1 ry HOWARD A YOUNG,NYS L5----.4_-i__ \\\ �r .. ry 1wy E30AT STORAGE-BUI1_L>ING5 Ng7 16 i 5TRQNG S YACHT CENTER w o r r" _o c «s v at Mattituck,Town of Southold �� cu t' ° t x-' Suffolk Gaunty,New York ff i to V -Xl5TINC� GONDITION5 MAP i-f J �'� IOQP00 1066 m 06 )0 Q S a d4 �i �' ' County Tax Mop -.x:10 ��er°°10em.06 3.4 MAP PREPARED MAY 22,2019 ,yl NHR�20'2Q'W a 56t0 3I 25 �.,\ Record of Ravlslors � 1 �� _, r formerlu (82.66' S7p�e40'2 -. Ne0°2-f40„An hgg,t 2 e ar_.—_, -•\ �`` /r\ -1 REVISION DATE f I?e Pu5sell Zellner t __. s now or formerly '3S W - \ I-.f 5HE T Ni __PEC�5 2020 0 N w. <�` .tel 1Z(A DJLTIP k HN -.... __ MA2 2 2Q w e Zellner .Iaseph Seth TUSd E \ \ _ — -__- -- zl If Noreen Mar Tusa ✓,� V o M LTIP E2a2 f s _._ _._._._ sabdlvldon Map of "Shore Acres” filed on-January 5,1014 as Map no.41 F-- sul lslan Map of "Share Acres" (� filed an.lanuary 3,1914 as Map no.41 f ---^'v--ti„ \ �. T \�ti - ' ^ 3¢0-lq' 4p O 20 40 8G 120 JOE NO.2a7-0165 5caie: I 40' Pn4,2011_OI65_sit.plan el Or Is i - I �� N "�'/',d [ 7or`� � �t 4 "too ozcranaatAhr�irr2T.za s r N 6s Hakoiaa R ' f� (druvzv N- d A,. -ng Lard s,, payer n u'ceRoger..,,T-1,ar�. " 4t FRP E" l I I p '("nam-a G Woloert P i E g e^ PN, tone / ! � Robert 5tromski,Arc..toot E � I EARTHWORK DATA I °o SSAR.TIr 1G VOLurtE TOTAL I l I34,921 GY(GUP) TEMPORARY e 11 .l^i HAUL ROAD � TCA roP E. '" � � \ \ n € S � NIE(5)ARE UNAD.IUSTp. j1 }* } \ �qp SSG l Mc,P pG \ \ voLUME()ARE GRLGULAPED UTILIZING OOMEOE47E METYOD .- /^� SURFACE GONPAR•9PN(s)6ENER.A'PEa Br AUTGGAD PERRAtN 4 i` MODE_IN5 gOF'WARE. R �1/fi �cc����py1l I rQa4 S ( Hey, u V L �. ''N' h a y4�NefiNrR / pan Mfinerly as ItpOo_ios-e..��J 0 TEMPORARY STOCKPILE AREA FOR CONSTRUCTION OF RETAINING WALL DURING PHASE 1 p f a z 9, N aft aft 4? a ; �I faft ft — DECONSTRUCT HAUL o JJ* s l� KEY MAPhN CONSTUCT PORTION OF I J 3. ROAD DURING PHASE 2 of EVERGREEN RETAINING !' S..ALE<i"=60o' w WALL DURING PHASE 1 « �v v\ "v H a EXCAVATION LIMIT �A \ a d v OF PHASE TWO ��) v\ vv _ �� u�\ �v �� �`�� � - � O �4 a � (QSO AC) ......... .._t'MIN: _._ \ t 4 0 o Y �) e°RECGLED OowGRErB ONe sJaa` vo�,� ar. �V `. '\ ���G4r ........ .........ENGINEER'S CERTIFICATION ........ ss PHASE TWO:-EXCAVATE.REMAINING _ �� w_ w�yw /: ,�"tea+ <<,, ......_- �4 l ) \\\\ \_ \6 J / if j - >ry1 i Q DISPG5AL 5Y5TE-M(5)POR This YPROJEGT N–RE DE516NED Br ME MATERIAL_ }. \-\ F f d aw —_— UNDER nI REY THN BASEP UP J FOR PROJECT t. - - \\\ \\\.. \\\� �, I ,yam__ ` w„ ���LLLLLL �onT orn__._. SOR NPY ED50RILGS�ITc AND 6ROV\PW�RYGO:NDA O TNOL.PJGH NS,ALL 12,000±CY \ �\ — v,Es cons srnw ti Wm\\\ \\\\I\. n DEPAR7ME S—ASTOP SEALTH SERVICES E S7RUpCT �'"ARp5 IN I / 18'WIDE TEMPORARY HAUL ROAD/CONSTRUCTED PRIOR TO I TOOL AD w.Ya u6 n s s. c.4saasn 6'STABILIZED 501E BASE ( \` „" OLrAS G E. ADAMS, A RT NYS PL N0 61D- � / EXCAVATION;4CTIVITIES I � � e LASE ADRNS N.Y.S.,E Na eoea. TEMPORARY HAUL ROAD SECTION ra'` __;__ ._ f, t \ - �. ! ^�. SURVEYORS CERTIFICATION NTS _. o v , �t o o•M: aERERcER DCIRETerFIONT.H AT r s MAP A5 PREPARED UTILIZINGCOMPLETE CONSTUCT0N PHASE\`NE:EXCAVATE-. S MADL^BY US ANP/ORD H ^ Y OF EVERGREEN tG DOWN OBONt9 —1,1 _WALL DURING PHASE 2 fi3,dQ0 CYJ " QRS, , _ _« HOWARD N YOUNG,KYS.LS.-,'O.+br8G3 \\\\\ ffi\N � EXCAVATION LIMIT / f �e� ' ILI OF PHASE ONE{8.79 t OAT STORAGE BUILDINGS AC)` / i ES H � \ ASA a'Mattituck,Town of 5ookhoid 9 ..-orP 5ufPolk County,New York aft n — EXGA VATION FHA51N6 FLAN uam County Tax Map ops..<.1000 s°;n 106 nam Gb I.°_ 13.4 v� _ �, i-SETBACK LINE �`� �- �� "_. I � MAP PREPARED SOT,2..q 2o1a �: nari ar formers i "- " ry. - r 2& / REVISION DATE ( RU55e Zef'-er ....t-.. 111._....... ,2 C'OW Or farmeriy ti \ _..ppOH j PHASE AREAS _ NLy c"2020 Denise Zenner Q .Joseph Seth Tusa & \ �,� .. !L ;•. >"aG'SIHww ---- --- -- MAft ob22a2i TEMPORARY STOCKPILE AREA Noreen Mar Tusa s �\ �...„� T s DGGk:S MAR i F2 2021 FOR CONSTRUCTION OF subdivision Mop of "shore Aaras" J 9 e N a \ ""-. MULrIp e - MAY oa,2o2"Y RETAINING WALL DURING PHASE 2 filed on January 3,IgI4 as Map no.41 1- subdivision Map of "Share Acres" �! flied on Janvory 5,Ig14 as Map no.41 40 O 20 40 9G 120 o. / \ �, ti ._• /�,.._.!�`--^,/�_/�_�^\_=��'U./�-'" S J09 NO.207-0I65 \ DNIG. OI'i_0165_sltePan q oP 1E -100 Ost—de,A--Rl—head,No,Yank HqOI W,691.721,2903 f..'651.727.01— `0 ---ing—th IN Tha—a C. Ism, olp V" Dougi 9 E�Aaa`Fs,Prafeeslanal Snqlha— Ralae, T—t,Ar,hit—t St—ski,Arch t MR, vx .........11 92 j' g, .......... 'a' �N' �N, T� Ii 45 M/11� 4 :77 V ek V 0 1 5 ON, EN&NEERS CERTIFICATION 'j" g I HERESY CERTIFY THAT THE AATER SUPPLY(�)ANC/OR SENA6E 'Z' DISPOSAL SYSTEHUS)FOR THIS PRO-ECT�ERE CESI&NIED BY IAE OR UNDER W DIRECTION.EASED UPON A CAREFUL AND THOROU&H 5TUPY OF THE SOIL,SITE AND CONDITIONS,ALL LOTS,AS PROPOSED,CONFORM TO�:M=OLK 5F J, PEPARTMENT OF HEAI-TH 1 R\/ICES OT STAND 5 IN EPFEU-T AS OF THIS DATE. "J" br I NOAARD A.YOUNe.N.Y. L,S,NO. 31 74-1 THOMAS C.HOLFFRT,N.Y.5.F.E�NO.614a3 SURVEYOR'S CERTIFICATION I HEPMY CERTIFY THAT THIS MAP NAS PREPARED UTII-1ZIN6 4 BOUND AND TOPO&P-APHICAL SURVEY9 MADE BY US AND/OR UNDER OUR nRECTION� �y im HOFtARV K YOUN6,N.Y'S.LE.NO.455qS 50AT 5TORAr--E 5UILPIN;�� 5TRON&S `(ACHT CENTER at Mattituck,Tovqn of 5outhold 'n 5vffolk rountg,Noint York F HAUL ROAD PLAN 1000 to(, 06 10 Courty Tox Mop Dn—1000 Ob N-Ob La 15.4 4,�q' A MAP PREPARED DEC,.15,2020 A, P-�Drd of Re�Wpms REVISION DATE P", ,51" DOCKS HMM _MAP-Oe,2021 Do— MAR 2' 01 MI-TIFIX 5 t =MA_04Ofl "A" g", g, ..........\T,"'0,I' '&"'q Q 50 0 25 50 too 150 J05 NO.2017-165 Dvl�.20110165slta plan to or is h �'�"'^ "`E \ hiSTiNG WELL TO HE f`�-F`--�. I LISEP7 OR IRRIGATION sem_.- t ! 1 66 0 O G....ands-telt/rrsl-r2r23o9 r N.N E3-ra oia4 PURPOSES ONLY l l ! `-' 'r' r - adm nom}vngengrneenng.cam oR o ar M oo If � /. " s N � �ti m $e � -� l etmR !{ i -1 ! - ++award v..Yang Lard D,, oeyar Woloert Process onai Eng or Adams,P t ai Egi et Rope, T Ar h tots ed, I i { I i i Roars.,trou,t Ar..atwos � � l LVsr V1 "F", ENERAL SEQUENCE OF SITE ACTIVITIES L � HAULRARY a 1 -iLrLi POLE r / iatn C= � b � MJER ROUNtr_ f/ HAUL.ROAD LE . �s-A._.ATrON a PDRINE=R EecstoN CONTR L kEASVRes S ..�,_! \ ivy i _II '&` �a r1,5 e Rs,c xTE r A x� LL _ET 4 \ t( hti 2_GOM1'"RI', ON O T'M OPW¢ -LL RGAP STABILIZED CONSTRUCTION i a.GL ARIY AND RO SH RA-IM1 5 EGF vP iL (EXCAVATION PHASE 1 j I( L cnvA GN Av tN"+TA:.+AT ov o e�TAw n e r.AaL. S s.c NSTR,crion o SCAT STORA,=_e_ D Nes $"rR \ i / GG ( {! i f -f ( {� m SFI{"J d ',.NSTA ATIGN.^ TORM DRA\ACL AND----- S P---- Y'�OHT ONC'3 x ('� e f ( i SED�+nT cortTR. A R-5, WAl a TUs S.x> N A_A-T0N O ITr U -T ES t TA__A-ONO AVLT -INS GRAD:NS AND VE6E-Am,E 5TA5_1ZA'1O.[-OPEOtL, I Y exj9TING NcLL TG (%' I 1 fa '+ �, _ Sc_o O F` 6E JSED FOR ( + V x 0.M1STA r QL lj(( IRRGATIONf1I..A (JN O LUDS..AP'v;P N�ROVEM 5 \ AL R AIN NG' ORAR"ER GN CO1,_O DEOES sE s cGNcRE- i .1 t f:, (t(zl $f`rzl nc�,,wr,AND Lc 7 oR�eu�t icn aEin a_cT .v==N / os\ Re-AiNiNe ( I I ( E s H C BA S PRGFOSEP COLLARDS_ 1 WALL 42 s= f JJl \ (toJ dz_ io' A F EW AVE •� \ J VINY.A BLAGti faJP r'GOLS� T40W q 7 0 f((11) ROPas p n r42 W i34 W a1Ap PENCE AEGVEGROUND TON T46 C0 T48W \ -�d6M[R5�2t'T'gtNth'�y1ALt ftE-I'l.op G 69M arJ.� ► , �r °Y--µ�"`_` -._._.,,., rsaw _.._os_ E_s.00s .�== Fss e�+ j�!" rta zs av a/ / B20,S) KEY MAP & CONSTRUCTION ENTRANCE#I r -._�' ill I '� -- `" �.\3fV+:3'Dx46o is I __ F/pE FaR �b�RUNaPF ra SRP �a20.0oH..K�=r„''- _- .•� of !: .....r.m +`�" (�. m�. I►1 Q�V cs ;,, N°- LDr4e NOI DYED L } 7VRAL. N!-Y P(18 JHDP,d h FLANS ,00 `Q T$6P f OGrL00 PGR -a* rzoo0 J 9�j 0o fj` ar Q ONII PROPOSED C ti OqRAGz $ $U C4tNRETE UQ w m 11 / 52,500$F -----— on Ili °4'ccr-ACOP RUNdr-F To Ns P FEL._10 00 80( mz "`gym NI -azo A-.-fsec ARcac TarNs clew ��\$a5�fp ( A_0! - .-,— r / IQEs � /fi l -. J)I coot `�� e� NSPour LocaTIG 1� 1 PRO TEC Ot��sr .. fa0 LSPD L ROLmAri�t'°R or_-,g Ra e'e TASLe� SLo-R EQUIPMENT/VEHICLE f/ �ARAFraNRNrA FUELINGISTAGING& MAINTENANCE AREA T20 SC-TO°�AMNuB S�ITLt.I RZUECDT IO-N . - �...._ _ PA:/St`+cnn. .�svv �c,. n se ( $ )ll - aoor •a \ \..� o .oa /:Vemr� ,I� ao�, m s rm f e sf ar]a'lrii,�. /� 15w s f 11 szo 00- n \ tL orELIN 0 E- 20\ i a630 9]5 ry -.INLET ,,,::' \ -96NjjARr dao�e -- i ]to ®�1..• r 4 r r m Ili'_ PROTECTION ! `'O _ - _ `----- f4.)�TSW N a$o'LL a A-Zz I occ OF mnssn _._ DED \ A EAGHINs 6Ai„ BEP' >> o $O R_RAG GG DON a m o` e aaova . M kJ O [_$ ANSI j ! f!! M`+ Sl` ORY - RE S a srs a g AT tlf/ ` '�' Rrrr--, .... - UiLDING SA �. v !�!!', t ioaEaoM ' !f� f r' ENGINEER'S CERTIFICATION 49 000'SF - 0 2 ia,xA,p RGar x - a —0— ........._ _. - NS IE..t6.0oaG . IDs a.. _. .FF E.-srJ sa F x=.� ruwos—:•Cf ELw10,00 -- 110 \ a x 1 o GaNN_ECT -. // W� Y rao faGOP RunorF rG - I A �. /f! sh �` �,!O�, DEEP P"', iNLer .''"� �' I ! Of/ &m ,��gWr,`S PROPOSED J / off//\T! \ 24r� !f/`°,.. / ry (LU LAS�_ SNT.p W.YGUNG,YYS S.NG.450491.\\ �CLLA,t'Zyg.;., ! - ! \ e A 4� r' ( nJ AE,APLAMT"T. 55 P E.NO &C99'I ( ��\ \ � ��, \ \*p" ti .. a STONCgo Dai} `" \..� e�900 I! / ICs A --w���t�♦ 9 u oof W f l� 5 AT STORAGE-BU LDING5 12 C\t JTRON&S YACHT CENTERsz &STORAGE AREA ly of Mattituck,Town cif Southold EQUIPMENTtMAINTENANCE Suffolk Countg,New York I fl To, \, p1 SILT FENCE l tsn.Sr a.a ER05IPN 8 SEDIMENT CONTROL PLAN , 1C j low Tii2 f 1 - @8]P r& �.. o M<Tbf! - E_3.00 'r,.�Y osis ( rs 1a c©N-ea zs z }, 7000 106 06 IO wa v SETBACK LINA _ rt4 oa - -rea so'--t�crgl'RyB� �' Gounky Tax Map a-si.w,IGOO s�:-er°°106 <•x.06 t.°a 13.4 "- 6 MG vYAL, R M=lo ti e 30 yf=43,OO NE¢`f'a'` PR - ...\ ~J MAP 2PARED OGT.26,a02G t - 41, � o I Record of Revisions ! PROTECTION AS`"'EeRworn !\- ( Revision DAM TEMPORARY x�,E„ q Docis a HW __— —.— r^AR of Sl / ( STOCKPILE AREA '''''v�� Doai•�s MAt2..a 2O2t E� N'ULTtPLE `NAY O4 2021 INLET .a - --- - -- --- d PROTECTION ------------------------------------- 40 J`\ -AO a 20 40 90 120 m J0 NO.207-0I65 D=no .v,_er l= rnrwr ec.,ua rsK_s-r A DWG.2Ol'i_OI&5_slte pian II GF f5 ON 3 SLOFE HAY BALE MAX, BERM r SAND BAS 400 O.. der Avanue RI—h d N,York(IROI 1 COMPACTED ` tel.651 72'(2309 P 63,.'1220144 l BAGK�'ILL \ adm nCw 1 seri N �aoa,=RAM- GON5TRUGT ENT FEVGE uREL ,c. GPNSTRUGTION NOTES AROUND ENTIRE PERIMETER P„A5TIG PASTENLD ARGUN✓ ¢ � O 370GKPILE I LINER j ENTRE PERIMETER I[ .� l sa G I e t P i g L d 9 y T _s STOGK�"IL/ GRADE g g �� Dau E Ade✓ns, SECTION A-A SECTION SHE Tool, o 1,ARS-I t.- w E ON�FLAIRPINE REE SIDES C"r ` rCJ / �j ����/� / ROUGH HEMLOCK 1y 1 e �l TOP OF GERM IR FRAME �SAND BA6 / i TEMPORARY STOCKPILE _.._..... _.._.._.._.. �� C C 9 1n AGENERAL POLLUTION CONTROL MEASURES NTS OR AN W T'. THE ¢OV N O T N 5 SEN RAL S `\ HAY SALE 5TGRM✓vA ER RM STORM NA—ER MANASEN'TNT AND EROSION AND 5_DIME-4"f:0\'RCL M AS R_S NGLUD VE,B NGNI-EP TO,THE 0__O1I15 A LEE OYES:DJRIN G NSTIR-rTGN; =X 5T NO V E'"ATION TO R'✓A\ FAL SEE FROT-C-D(BY LINER N-Ai_LA t \O=NO1, TR,T O\rENUE OR O._R APPROVED IF,NNS)AND SHA__REINA\ ND STJRG P r L. RN&AND GRATIN A N T D..__D`-F A `J M\IN,Z_ E '•5'\T 4 `Q'O P AREAS AND THE E\6Ti, - M TNA_ �.�. 4FE 5 A E 05=D GRATED AND 9TR—"D AR_AS 3�A_^_ PT S A ED'-RE T _O T PORAAN DING A6 __ k R_OVIR V S P ERN`O S ECO B h A..E IN AR W SOIL ---�, Q-3 --� GG\SE4VATCN 5CRVi _R..PIL. c'hI?AT OYES IN AREAS I--RE SP L -___"_ "__' - -.. P-0 R ANP/OR ME¢RMARI\Y 5OL RCm 57O A51 IZA IOV EA�IREs 'BELOW GRADE"PLAN "ABOVE GRADE"PLAN SIP_E Ih T4 L--D AV R 1PL M'NT D A—\ CVE\DAYS. 3 -IE L-NGT rOS'fEf\ GOFG .. REP-ILC--5 ALL BE- ''r� CONCRETE WASHOUT M n MIZED o RED,GE RnoFr VEi.oct G_euNa- O+RL_BE NTS DVI:R' AAA.PRONG_AREDS O _. V'SE DANDY BA5 �~ \ 4 5EDIMCNT SI-.ALL BE TRAP®ED ON 'S:TE AND NOT RERMIT"c7 TO SEDIMENT CONTROL DEVICE_ N- AD AG\ SRO ER 5 OR Au_5L G ROADS OR DRAINAGE AS MFG 6Y DANDY PRODUCTS \. STEM RED MEN-BARR RE SHA IM1a`ALL D ALO\G TME pR APPROVED EOUAL - .--"f \ TSG D JREANGE PRIOR TO S ART OF G04 TRG`ION AND SIA_BE NAINTA ED UNTIL,-ONSTR. ION.E.GVv LE= u �^'�"\ �� �\ "� A STAB G7 GONSTRL T ON E\TRAY C WALL H y}AIh-RiN'ED TG /1 �PFs'' '\ �{... WENT A AVP 01 P R ¢TR 6RATc'GOMPLETE�Y Y,y t I \ '\ „]� OCA_ROAD O\ RUG ION NTRAN RHA 6 MAINTA\.D covERED BY� � f if x �A\ � PROPOSED JIL r E EN P R AN nT STAR ED NISH-FLOW PARRG tYv"� L \\ \\\ '- -ENicDGNN 6 A L RJhOFI'S-iAL` EE R_AI\EDT IN-5 TC INA G RDANGE 11-H ! 1 O A'_R_ AT ONE ANDA ROVA- DRAINAGE..NLE`S NETT ED �. 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IN V 6 'Rk t"': aff IP, 'ei mv� k IF m jts" v HOYIARV N.YOUN6,N.Y.S.L.S.NO.4raq5 x �'J�i�%ugp! sii,' F Z BOAT 5TORA6E BULDIZ 5TRONV5 YACHT CENTER ot Mottltvck,ToNn of Southold Suffolk OoQnt�,NeN York AERIAL OVERLAY 0 10 0—ty TO.MCC 00000--�00& 001(�" 5A MAP PREPARED MAY 04,2021 R—ord of Rovislo- �'y Al I REVi5ION DATE g ag';& R, 100 0 w 100 200 300 5COle: 1' 100' JOB NO�2017-0165 P�2011 0165 It*pton 15 OF 13 L\.-- A— c�§ffat $ Town Hall Annex "` �� � � . Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P. O. Box 1179 jamese@southoldtownny.gov Southold, NY 11971-0959 TOWN OF SOUTHOLD BUILDING DEPARTMENT FIRE MARSHAL Kim Gennaro-Oancea, Vice President P.W. Grosser Consulting, Inc. 630 Johnson Ave, Suite 7 Bohemia,NY 11716 June 24, 2021 Re: Strong's Yacht Center—Proposed Boat Storage Buildings 5780 Mill Rd, Mattituck Fire Safety Evaluation Fire hazards common to these type of occupancies include poor storage practices, obstruction of fire sprinklers by stock, lack of inspection, testing and maintenance of fire protection equipment, electrical hazards, improper housekeeping, etc. Many of these hazards can be addressed during the building design phase, the proper maintenance of electrical/mechanical/fire protection equipment, and frequent fire safety inspections. The protection of the building and its occupants is achieved by using both passive and active fire protection features. Proper design, installation and maintenance of passive and active fire protection systems are best ways to safeguard the property, its occupants and first responders from a fire event. Passive fire protection is achieved by protecting the essential building structural elements from the effects of heat and fire in an effort to eliminate or delay fire spread and structural failure/collapse. Steps can be taken during the design process to maximize passive fire protection by including appropriate types of building materials, fire rated assemblies, opening protectives and through-penetration protection. Having properly designed and maintained paths of egress provide building occupants a safe and efficient way to leave the building in the event of an emergency. Active fire protection systems are the suppression and detection systems that detect, alert building occupants and control a fire. These systems include but are not limited to automatic fire extinguishing systems, fire detection systems and smoke/heat removal systems. Special care should be taken during the design process of these systems as the size of the buildings and occupancy type will trigger specific requirements. In addition to a balance between passive and active fire protection, here are some specific items that should be visited in an effort to manage the risk of a fire event: • Adhere to requirements of the 2020 NYS Fire Code Chapter 32: High-Piled Combustible Storage. 1 o Operating Permits obtained after periodic fire safety inspections are required by building code. o Identify the commodity classification of material(s)being stored to ensure the applicable safety features are provided. • Approved"NO SMOKING" signs shall be conspicuously posted in accordance with Section 310 of the 2020 NYS Fire Code. • Provide fire protection features as required by Table 3206.2 of the 2020 NYS Fire Code. • An automatic sprinkler system shall be installed in accordance with NFPA 13. Design of the sprinkler system should include but is not limited to: o Evaluation of water supply—is the capacity/location adequate for firefighting efforts. o What are the area (sq. ft.) limitations of the sprinkler system? o What is the hazard level of the building? Classification of commodities? o What are the specific design features required found in Chapters 12, 15, 17 and 20? • Per NFPA, when a boat is to be dry-stored for the season or stored indoors for an extended period of time, the following precautions should be taken: o The vessel shall be inspected for any hazardous materials or conditions that could exist, and corrective action shall be taken. o Liquefied petroleum gas (LPG) and compressed natural gas (CNG) cylinders, reserve supplies of stove alcohol or kerosene, and charcoal shall be removed from the premises or stored in a separate, designated safe area. o All portable fuel tanks shall be removed from the premises or emptied and, if emptied the cap shall be removed and the tank left open to the atmosphere. • Per NFPA, where boats are stored in multilevel racks, either inside or outside, for seasonal storage or for in-out operation, the following precautions should be taken: o Drain plugs shall be removed(in sprinklered buildings). o Batteries shall be disconnected or the master batter switch turned off. o Fuel tank valves shall be closed. o Repairs to boats that are on racks in a dry storage building shall be prohibited. o The charging of batteries shall be prohibited in a dry storage building. o Open flame heaters shall not be used in boat storage areas. o The use of portable heaters in boat storage areas shall be prohibited. o No unattended electrical equipment shall be in use aboard boats. o Class I flammable liquids shall not be stored in an indoor boat storage area. o Work performed on boats stored indoors shall be performed by qualified personnel. o Facility management shall maintain control over all personnel access to storage facilities. • Propane tanks should be installed, separated and protected from vehicle impact as required in NFPA 58. • Fire Department access shall be provided within 150 feet of all portions of the exterior walls of all buildings. • Although not required by code for this occupancy, it is recommended a fire safety plan be developed and trained upon by employees. 2 • Building owners should ensure that inspection, testing and maintenance of fire protection and life safety systems are conducted in accordance with NYS Fire Code and applicable NFPA standards. Please feel free to contact me with any additional comments/concerns. Regards, Yarwe,y Geon, James Easton Fire Marshal Town of Southold 3