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HomeMy WebLinkAbout(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 e: 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. PWGROSSER.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, 6 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 A00 O..vander Avanue Ri 3 d N w York(IROI tel.631'f2'12303 P0,63i.?220I44 adm nc- --g glneerl g.cam EM Eg r y r Dau 1 GEd t'P i g h P E Ebe - om a h t Rort 5tr.ski, mct Archit 517E DATA _ �-��13f3. SS SaS, y S zoNING USE DISTRIcr a... e MART m _ m 1 @ 9, now or formed TOTAL AREA-1,55,555$P OR 52.G55q AGRE5 't�°A.2 S82°OI't0" @`3p f G(ebo AoN on 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 =5.85PE ACRES LOT AREA ?la,"cTa sF TTOI!N�SF (M-II)D75TRIOT now or former) N&`F°s540 W \ 0�,y0 _ 2 '7 �N' 4 U NETLANDS AREA _21555 SF Sp �l North Pork ,A`' sr e '-0 'FN "` WrC • No° o Y�C CHG' y Pro ect,LLG O= ` / SRO �' q BUILDABLE LANDS =6&a,152 Sr OR 58345 AG ANT o m \ tee•, Ne4°oa'2o°E p �1� V '� / f?"(4a' ENI5TIN6 BUILDINS AREA -64,096 SP' Ce o, O � 0 ry°� q PR.OPDSED BUILDING AREA =101500 SR 6'Y lll� pgngh DQl.�, ? `N N 2 StUi;Y{- l'N TOTAL&UILDIN6 AREA -170,576 5F Ch O��A Co RAMC ,4� J L4(� fi�n17T A0 77 B ntnNG r �O LOT COVERA9E=IT0,5?6 EF 659(152 SF =2AT% m NOOD5 TO 7f+,•-�M3 ACRES Q ce(� 'Q LANDSCAPE REMAIN ARED.=6.1 ACRES/t6.+4 AGREES =6.-572% Ir 1VIEW AVE_ � _ _ T � @ A pt Na-rE5 8o qo THIS MAP WAS MADE UTiLIENO SURVEY PREPARED BY NAT AN TAFT GORWIN 111,LAND SURVEYOR,CA T@ MA;'q,2017, 8t111 QING _ 00 KEY MAP �� 581°32'2o'sz O�' ag9},fi `n, 5&O �y�- ��OA°2av�a �}{razN�t �u �[ }G0.P�^G 3°'-gym O6' �_�_-'�'jI. Qrn T� L N ul NC ARPG& J ENCAEERS C.ERTIFICATION ,,, _- _._._._._._._._. .._ D51 HEREB"CERTIFT THAT THE WATER SR LY(51 AND/OR -WACE 01 PO5AL SY5TEM(S)FOR THls PRO.EOT WERE DE516NED BY ME O O N7g°IQ Qp 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.SU-OLKC__,N EALTH ,0 as ks �Q O� Qy r 4'i DEFFEGT A5 OF THHS PATESERViGES CONSTRUCT STAND 4 IN 10 oz w �t\ Cb til� QalTa +'i _ m So, Q HONARD W.YOUNG THOMAS C.WOI-P 45&a3n� ERT 5 NYS P.E.NO.6i45 .aO ( � 0" ( DOUC 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 g rhom 1 n/r9�e 9/e 6°4s' N71°fp2 26.31' tea z p m o uv BULK SCHEDULE FOP MARINE-II (M-II)DI57RI07 /o, sq Ito N&3°z2'ao ro7'r"'q"^-/�/, / �"�*• i =` ry�ry It Iir N55OZ50"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,M1Y5 L5 NO.+b58G3 ..DT SIZE 60,000 SF T7,005 SF - Uv 10 u) WT WIDTH I50' 140'. Z Vti w 2.60' Lor DEPTH 150, 1,600's ToaW on ka °� 'z,`586°10�20"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, 2S.0' SOU eY^( / tit 6'1.'3 hO:.O"� 56. N 3 �>S ✓I f\ON& YACHT 1 CENTER i ER raw or formerlu g76° !o• .\�a,tq� BOTH SIDE YARDS so' -n.?' f9` Rvseefl Zeliner 8 Nap°2Tgp" N at Mattituck,Town of Southold REAR YARD 25, PIE, / Denise Zenner LANDSCAPE AREA 20% STE /^� now or formerly Suffolk GPVCity,New York LOT COVERA&E 50% EAT`t; }V -Joseph Seth Tusa GENERAL LAYOUT s C. Noreen Mar Tuso &lILD(NG HEIGHT 55 USE' f 1000 06 06 10 °? NUM5ER OF STORIES 2 2 L Gourty Tou Map non,.:1000­ i06 �.,�a ob L°. J3.4 subdivision Moo of "shore Acres" ffled on.-onvory 3, G14 os Map no.41 MAP F5oEARED JUL.o5,201b Record OF Revisions REVISION DATE TQ5 NYSDEG _ NOV.20 201b NY5B_EG _. _-- __...______ ______ _JAN.02�2020 BOSCO_LA RESIDENCE______ _FES,10-202P SANTARY 22 DRAINAGE _ LY 2020 „ YACHT SGDHS N-- 2 _. DEG I5,2 0 DOCKS 8 HAM MAR U-'8 2021 DOCKS MAR i2 202I STRONGS M)LTIPL MAY Oa 2021 ------ Ioo a so Ioa 200 3oa Sk Scaie: I"=100' J05 NO.2011-0I65 DNA.20I1_0165_I-plan i of 13 E=M—ter 0-MI—T .,_r 4O0 O,--dA,A 6 o,RTT—ho i N 63Y-1 I O4 ( 9 gIn°�rl y4om H- d W,Y-g Land".-u, -SE LAC Thom- 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 J CL�EARING L_ 4a9 RFENaClEN e yeg L w000s ot 4N I1I m a I a1-2 ss,. �.."``�.,----`--^•--. u,°-•>- �'`� zi- NOTES ~-----__` _ I 60 ... 4 NON-1-1 �� 26. i _, Q .2'f -- n ec s.RA E m If a m ,> _ _ 94.9' T (� ROOT C� ` - � ° Y - „ M°%m v� \_ Nns ¢ v- - SLz M°w v nen ;nm W ae L TO cc I—AnwY 1-1 '+. If - - I o _ 6� [ / z ti.T eAL_ *—A - z2Q$8,_(! ^.G ! g Sa!°S6'.9G„L ........ ...... �<..«*�. _. .................._ mri CLAN ys sack-L_vxeRF a S-- _ _---- -_ -...� _ _ _ - _ a -- Tlr NEERS GERTI FIGA�EOTHAT THE -R D(oR cwAe AATE DI5P05E - ME . ___=.:-44''�7 `T- ` 0T ONDY e E SOIL SITE AND GROV\'DWA'ICR GONPIAND DTNOR?JGH --_ ryS,ALL Y — j S 6 _. i S� FAG bA,F(�,�,��.`` - - N. h\ ILITIC5,AS FROPOS 5D CONFORM TO THE SJ��Oj.Fy�,GUNT'( L va_ oWSe-Al �� dL=1TLY'..� _ _�_-' _� _ / �W T, � DEPARTMENT OF HEALTH SERVICES CONSTRUCT STRNn�:.O5 IN -� t 6T )r ! @C� Q /__ _ tW'FNOM 1 GT A5 OF THI_RATE. 5AL.L P A-x 2 !!ll I_ '`'-'_ O�` WETLANDS ` _ S Y' \Q TY�IGAL TREE PLANTWG I -`--__' � wr J I Jo ----_._ wov^'^l Y m As c 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 ..F.E.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. 665'-.�/ 1 T^,, �.._-- --- `� (e .X. _ J,,, t A� p Eq,,,, I.�REBY GEftTIi""'TetAT TN�S MAP}1A5 PREPARER 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"(.34' N8q°20020 N a-PR W� ------------------ - g".'01-0"W N8T°3(a'80"W I82.66' ,2p,.y.� N8 $6.10" "V.....- now or formerly 5ng° O'27'4p��y,� S64°2a'50�...,,` woo i` HOWARD n YouN6,NYC,Ls.w.asaas N7 Jj ( Russell Zenner 8 w000s � 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 WOODS T filed On,January 5,IGI4 as Map no,41 F- ( subdivision Map of"Shore Acres" ~� � ry 5TRONG S "(AGMT CENTER j� Pied on.January 5,Iq14 as Map no.41 m at Mattltuck,Town of Southold �4o.fq. 5uffalk County,New Yo k �\ LANDSCAPE AND ALIGNMENT FLAN / NOTES: Mas _ --,—TAB RE A.cve - A.;!c coRns PRPH 1000 106 06 ° 10 z 0 _ County Tax Map 000 a bt 1 steer°"106 06 L°�. 15.4 AA- 3Ac'1sl+�eus 'a nRS.n MAP PRCPARGD JUL.03,20i& PLANTING 5CHEDULE 1 0 CL'� - 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 20fH 't v-n„RL+ _ _ NY5DEG JAN 02L2020 ®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 - .._... _.. ... 2G20 SHRUBS 1 VA V 4P'h„M AN6J`'"'�JM LOW�.. DOCKS d HNM MAR 152021 2 202r MULTIPLE MAY O�20Z TYPICAL SHRUB PLANTING IRRIGATION __._._._ :::.:::: _._:_:_ _:_:::_ .._._._____._ O 20 40 50 120 NTS 9 AUTGMATIG UNDERGROUND SPRINKLER 5Y57EMS C WITH RAIN SENSORS SI-A_L BG PROVIDED FOR ALL SGQIO: I"=40' PROPOSED PLANT NOS AND LANDSCAPED AREAS. J05 NO.20I7-0I65 WG C1=no ..ser ■_ nr ro�,.Na L1=srar�sF'r e -s.r�Tc D .20I'i_0,65_site plan 2OF'S 4a0 Osvander Avar.ue,Riverhead New York IIROI \ tel.651 T2'(2303 Pax.63,=7,0I44 Nadmm<asoungenglneering com Howard W,Young,Land 5ueygr Than+as G.Woloert,Proiessionai Engineer Adams, ...DRAINAGE CRITERIA 4 CALCULATIONS Pro=esslonai E gineer G,TaSt•A-Ytocs W F Robert 5t--Q,Archltmct V=ARC V-VOLUME(GG) / m A=-15UTARY AREA(SF) R=RAIN FALL ON) 1 A'L.,./ SE vlGet O=COETMOZNT OF RUN OFF j {, NOER SUN ' I FROM)THI5 Ersr]US, ' S ! a I IurrLtrK PGL ( -= i) EARTHWORK DATA TKII NE.i 1 '� '. A TOT SORUME RSUJiRED, Raa AL mARr+ urz uvoRR voL la4p.21 or(euT) B6,111 SF s M .-X a12.v 100=a,STS OF / r ,t>` V l .� N9 oR c I CRP R } 6RA5G.eoT t sF -2/12 X a.(a=I,012 OF � I "'' VOLUMES)ARE UNAD.IUSTMP,( � � 1 I li ! TOTAL VOLUME R O 1RED=5387.Cam. j ) "VOLT PROVIDED. / i .-"" SURFACE)OM GALGULATEA UTIL(ZINGv M A)7 CAI METHai} USE FRENCH DRAIN A -- SURFACE CONPAR'SON(SJ 6ENER.:A'PED BY AUTQGAD TERRAIN L„ '"" \ } ( ! 2 ` r,.,i l„„- cn,-.�� MODE_INS gOF'WARE. 5 EL i'16 S 460 L. HIO OF \ - ' GRAVEL(e 49 57. 460 L=) G.4O=i)44 CF PJa01. 1 j ! /i £ t " NHED USE LEACHING FELD LO �- (IO)IC DIA x S.00 DEEP POOLS-3,421 Cr TOTAL VOLUME.'-ROVIDEP=5_f43.ti4 GF �m�.�m.�mm a "mwa� �,.-..�„-v.--•, �7p51i'7q Y�pl'7Yl@rl 381�LTR.E.3 NO2o""""'r" win ._TRIBUTARY pa-ro aasca/p ,,b•,�'�l� I t u BOUNDARY � 6 6-rg EXISTING WELL TOA 5F `_`GQLiI'„ R2QJ1±''tE>' ,ss,.aem�m" BE USED FOR ROOF 50-(SO 5F 2/I2 t 00-8,45@ OF IRRIGATION if .tl ii I !! r Sul m (' __ FUR�OSES STONE,Z(ubO 5F 2/12 060 2 ou OFGONf,RE'IL IOTA_VOLUME tv^O41REP iP'p,'3„.{FP ,jA.*SOLWE-rROVIDP \ PRao ��, RETAIN N6 jl ( rI / pt, AALL /�J�; (a4)OUSE ADIANG d(YO DEEP POOLS-I0,554 GF TOTAL VOLUME PROVIDEP=IO-954 OF` TA0.00 '� Vi HGH B K (")3'ROPO OOLS'1 \Nn T480.1 e f tt rT4zW NrL CL`AO .zn 6qi sL- rn / i"ENce 'aeove6ROun`�'ov a. T44M T48 P9 - /�` rA / m rRIBurARr AREA NP3 / ._ Nks A "13Q10 SF w �' ^`--a�.. TABOO / \ fbr U;6-AS)RIErAfN(NG y+,gLt. RIN_2000_ TH985� T 8 (! - �v VP-V -REOMISEeG: +!n .-�. -_-__,__-ti f ie-600 s . (!/ s L'J RGOr 2105 S /12 x 0.-4,516 OF 0= S.ONE:4i155 BA 2/12 x 0,60-4114 OF 4'' 8 @2G 0a \ = ~' J ;'f I T1025 1, GRASS:4,125 SF x Z/O 0,0 69 OF - ~' P .. w e. I \ _ a I PRC4 / ~r' 1 TO�A_VPLI RE'.,tJiR._R=A,Tb•t GF ._ z g l I/ PAVEM NEBL NO VDEP m� xS USE FRENCH DRAIN s STA#A� �"z i �rPm POR�NsiDRu P fa `eaom _ ~ib PI,E: T6 F.Boa LF-601 OF M, �I!i £OF I"ERFOR ss "'aR% 4t GRAVEL.:(1e.24 SF x 545 LF)X 0,40=2517 OF 'marks >`U rl b ` fSE -A 4( >r'lJ1Alh'G Na:f ATEB 82a.O0 .'/ !rl NS '''�,�" �^_I D3y��a CacAT10 OLR ac o+'OeIHD r00%o.--~ �� / USE FRENCH DRAIN D' 5 VEL I16 Sr @P L 31 or- pROPbSED e sso_ Bs 75 / / 40 GRAVEL:(I524 X I&O LF)X 040-1,3i3 Cr - '� �'., u' A \ -,�.."OAT STO - e - 1 S-FORAGE e v e , Q USE LEACHING SELF SO u z3 II UILDIN (20)la CIA,x 4.25 ODEP POOLS-sale OF Q w , '+�` 'DUO SF*m. N0.1 I T '! rr, !/ dz= �� F A#1� k — TOTAL VOLUME PROVIDED-1G5"I�CCE WQ() ` I ROOP,RUNr�F� \�- EE�'�'1000 t '-- ! I- / ^ rttl. S ""Cr\ ('SCE A '4 G'' TRIBZTARY AREA Ng4 �B `wy' t/f! 92000 \\ ftGDaWN"tiRAL FLANS FLDO S8S8tpBltf ::(i i�/ - TA�#c�� r4o - A 1a0,a54 5. !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 21 2 x Go=4,083 OF 1_T890 )" ) SLTg/ 6P Nr Eo G'At1oN Po p�A '--I l �_ #3 ) (a ...... •'tic, s" __ -- STONE:2G 9I1 SF X 2/I2 X 0.60:.2G92 GF F.FwLocK __._ ........_._ GRASS:46SS7 5F r:2/12 e OJO=Tt6 GF '- F `�'CDHS $LO r 995)' / ]3a Rarne __.._...T.,.._.._ __......_y DI5 c } M N MGM i LEA WTS TRIBUTARY POSRL SYSTC-M(S)FOR TA S PROJECT Yv2G DESIGNED BY ME TOTAL VOLUME REGiUIRED='f 65i GF p" l".�.�g{.-.. fI1 T20Ob N I o, EB1HRP.r,.A_i -.�PARATtON OR`O&r'qL L4 R-"�4 !r ! l ���` J BOUNDARY a� OR UNDER MY DIREGTIONTEASED UPON T�o SIR A CAREFUL AND TNOROUI VOLUME /f/ 682a - 1 i DISiAN--S t / I,Y'C { !// `0. u*44 FASFUDT OF CILITIES,AS P0ROP05 D,GONFRORMD PATER Ga\ptTiONS,ALL US UDR 5° �" 9 32a I A 1 ! - ,T yK !!// �1to S4 I DEFf•Ecr n5 OF rHiHEALTHs DATE, rr+E su"`-aL5..4GJNTY 6RAVELI((649R5F,2 LF=BQe GF �� U /�/'. /B&5P a STONE /-t- /` ,I^/r I20 OP IS DAT SERVICES GCNSTRUG" `STAND 5 IN - x 25 LS)Y 0.40=584 GP "2 _J\ � USE LE CHINS FELD 4,U TRIBUTARY u a€ ) Q V EI`"/ \ 0 \ ! ! a 9l I/ �G j/!l: E i 1E (21)Ia'DIA.h 5.00 DEEP POOLS=T,id4 OF 'LI au N U .tit.nP iNTi TRIBUTARY f R d( / V '�. - TT s C / yr s j door '-_ / ,` o --__._ f/ vBNT ✓'F 0e= ! / / TOTAL VOLUME PROVIDER-B,L04 OF tit -� 05^ 1 a _ NPp MN t11 B2040 JHDP TYP.-, era, owns a I // ^�-. / A� �..... Howa, - � ODI .P_ ! 850 / ""vim \ L" / DOUCAS C.wOUN6,N 5 Ls NO.45@43n a.J ( o '�.k.,.etv._ ^ran o �% /! RD w.Ya J .-. ..._,.. qq LPERT NY5 PE.NO 6i4@a MPAMS,NYC, fN`4.T0 CPP \.\ ';NE_YJ SAq lC-6-'mO 1'D1 . a. MLAS C.GURVEYCJR NO.H089z DE O LS \ 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/ A s I HERsR'5Y CERTIFY THAT TH15 MA®YW5 PREPARED UTILiZIN6 n(y�j p+`Y'OSED xOPPIGE REG && - AT S- 9 STORY ` L UTpR�tXppNsrotSj §.>n g ._ ,ANOAD L BOUNDARY IRE TOP06RAPHIGAL SURVEYS (�R / :y MADE BY F5,ANP/GR UNDER OUR t?IRSGTION. a-GPo 4900 BUILDING Rd0.2 P b.00 0 S� TMeoo T / �8 WQw oM sA fE N _ '�r52 5- 04 .� WET l 3-, o' TA` Dees FEEL-T0.00 _ m °z� // . ._ ., Uas a sL o cPNN£cr Basetp4't1f +No 9� s -Ll-_:. /// !/j >Z ROOF"wNOfiK ( Po AONNS=cnJ�""PtLANS .?Lt56—�''Tr'EL„�4o i L_� /I/ i 2T � �i� �Paor Loca.rrargJl , J /! a"@ r ct \ �,^' s� i�ROP j t y�m /! I: / 9 z nzm -e.00 Ga-D EOLLdARS, / >w /// aQmo t/��' .✓ lu HOIAARD A YOUNG,n Ys L s NO.45aa3 o- Bs ss L:. o sss /on jj( sia� .00 J/oosJHD / STON '� o NT £IN�L-E9r0 - f 'de E J Lr2a0 A ega f 80AT STORAGE 5UI1_DING5 // R iz.aa �LININe. 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 lacla,�x 3c�r"L r(:La - P�I.oasa__ r. Y 1 / - ( Suffolk Gaunt New York IC-6.SOOP it- A, �' PRAINAGE PLAN T51 00 ' N.,.,>`BR BB]4 TO3§,M,;_-� `8=300 N � { tsoa---coM1c IGGG 1G6 06 (G SIN � Baas" ns _ /I SETSAGK LINE ae e`a-�' RErE „k TRIBUTARv / d. 7A141N6 wAf.L nR ob pl\a y \„✓ / Gour#y Tax Hop w=r,�..7GGG s�ena I06 ,.em 06 .<c 13.4 _ ..^v" now Or formeYly � MAP PREPARED .JJL,O3,2015 BouUTARY� ;R ZeIIneY 4 .... .-... �Is r"5aw or former` aK FRQ_oseD / Record of R®visions (� era Losoph Seth Tusa 4 GALLON^o ; " a REVISION DATE- "'".ee �-A TRIBUTARY *m err NpYP.P.Yt Mary TUSa EG'Ra1ND TANKS BOUNO, / T �" S z I Tay NYSDCG N V 20 201@ ((( subdivision Map of "Shpre Acres «gym -- `°. - --� NYs ec _ JAN 02_020 filed on.lanuary B,1014 as Mo(a no.41 subdivision Map ,l Chore Acres" - � DADTARM-RAC- ._ MM oe 020 �i x n B05COLA RESIDENCE _ I-E6 o 202 JJLYO j� filed on Janvar 3,fai4 as Mars no.41 >� _PFC 15,2C2„ y DOCKS d HMM Z - 2I MULTIPLE _._._._. _._._ _._._._ MAY 04 SOD', m 40 0 20 40 @a 120 m JOE NO.2017-0165 C1=no �rseT ■_ _nr r-ouva (Q s*st��-' ♦ s-aKS Rarro DWG.2DI'i_O165_site plan aOFS 400 Gevander Avomo,B—hood,New York IIgOi PARKING CALCULATION \ tel.b51 s2Tssos a x.63,=7,0144 y,_� � admm�- -g nglneering4am FARKNOREQVIREB SINGLE FAMILY DETACHED RE5IDENGE =2 STALLS Orr(CE=2,102 SF 0 1 STALL(IGG SF =21 STALLS Harvard W,Y—S Land S BI MARINA=40 BOAT SLIPS 6 t STALL/BOAT SLIP =4a STALLS 'omos G.Z'—t, L"ngmeor 57ORA6E=(6'1,:1d SF R i STALL/I,POP OF =166 STALL. 3 _ Davgi _.Ao—,P-f`-1Ur.I Engi er 25 CuIPLOYEES 1 STALL./EMPLOYEE =25 STALLS }�I - _ � `-` RabC,- Toot,Ar Ht— Robert t mskl,Ar hltzct TOTAL RCOVIRED =ESE STALLS TOTAL ROY(DCD c ST STALL S t \ PROM THIS E SO�G t.t P, OVIDEP =4 STALLS t L�.,. °nr. ' SANITARY DESIGN CRITERIA& GALGULATIONS HAN OAPFED FAFMNS e I k , 1 I urrLtrK POL [f SEWAGE DE51&N CRITERIA \ TIN{ RGJNJWA-ER MANAGEMENT ZONE -ZONE IV METHOD Or HATER SUPPLY -PJ9LIG N ,, \ A j `-lh BUILODWA@LC 5ANITAND5=R"FLOW =600 6PDlAGRE ABLE LANDS=TsaaA5FLOV AG x 600 GPRlr>G =9,501 GPD R w RNA �� r` .�� rLOw I OJECT PENSrrr SEWAGE BUILDING USES � GROSS FLOOR AREAS(CPA) ( ! r exlsrxs: F CEt 2, =SOO GPD E�S� �5 . / ` r' { _ aFFIGE. 2,Ta2 Br ao6 6PD/sF =162 GPD �' g t nx-�a"�� MARIuh 40 BOAT BLIPS O GPD/EOAT SLIP -400 GPD BLOB.NO. UEE GFA / PLUpI.. t t (, �i ° Sy�D " GENERA INDUSTRIAL 4,00 5r @ C 04 6PPOr -1G6 GFD f1 STORY 1,6O OF 1�„_f/ I L�) L f j�H�� BOA STORRG 6I,2G5 5F Cm 000 GPO/SF =a GPD RESIDENCE 'ff J -+ f FRGPOSED 2 STORY ?� �2 2,T02 SF �„_,-" �""�Y'70 ( I xSo ,,,ti GOAT STORAGE:IOI,I46 S'r®0.00 GPD(SP c a GPO o IG �"�� Or f 111 NON-STORAGE(BATHROOMS).SO4 57 4 006 GFB/5F =B GPD 5TORY GENERA iNDUSTRiAi 4,11051 / Donn a"'er/ I ( [ 1 I STORY STORA6r 1.2,410 5r rroM'BoBco/ / f t` jjj TOTAL D6N5IN I,C'!6 6PD I SCR•'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 34i 5F PURPOSES ONLY I t GENERAL INDUSTRIAL:4,gi0 SF H 0.04 GPD/SF =i90 GPO STORAGE I ) fr t _ I� t ad @OAT STORAGE.61,205 5'=6 0,00 6PD/SF c O 6PD %1 `STORY 10,'!b&SF RETAIOONCNING t t t f f t+r PROP05EPv /"� I STORY E \\ FR--IEOLLAR, Nam- ? j /' t 7 1/) BOAT 5 ORA6E:IC1/a6 5r N 0,00 6I S= =O 6PD 0 STORAGE BOR6 5F / \ / l t f { - NON-STORAGE(BATHROOM,5)�504 5-C+0.06 GPP/SF 16 GPD 1 STORY Too 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 PROROSE'g .6 / / 4 a H = I/A ONTS fTROPQSEP i ax r-T42 W T44 CQ ^� EVE G4Ap F'ENNGG 'A�VEGROUND TANKS l u / /j�� zJ� �- - Fl REQJUSE GI REV AS MFIa BY Ffl.11GLEAN USA =600 GAL. OLDG,NO. USE GFA k\�4� -__ T4&Ul - \ CBY THERS)RZZAWNG yypt.t To'. .. /82(1 l t L v`C r _ L—INS STORY ,` � `- -. '- - \ /t/ 0 7 REQ q6 GPD,'IS GPD/S.F. =i5I SFSWA STORAGE H,ICOG 5F .o �. ram- __ r �-/"l T2D 08) ~ y 1{ T5000 a� ,1^, / 898`,{/ tt .'N1ING GALLEY SIZE STORY N l* &T. \ --' _ .y / „"/ T/025 4 T5 W x fi 5a L x 5D0 DE P -(9.S SFSWA 10 SaRAGE 52,50`05F ((( 82G 00 --J.__- 19,75 ��" r `- 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 120 W / r J _ +U , -_ OFFICE 2, B SF 0F5 GPD/E =�6200 GPD ti 3w y f MARL*W:40 BOAT SLIPS iG 6PD20AT SLIP =40O GPD 8200c TOTAL DESIGN FLOW =562 6FD TEST HOLE DATA - `i1 - ¢� T200 00 / -,..,J VA OW, r+eaex+ti.ovnsi& -tee +=� 8 ` - ___ PrtORh / 89]5 .�' (t C s REOUNt ED =Bes GAL. Ez \ \ --SAT 4JS Q ST-O I USE G'cN-5 A5 Mi"G BY FWIGLERN USA =600 GAL. u o v _S7 AG e Y ; r; ]b r er sz V a z E UtLDINf�NO 1 ° r LEACHINe Sea a V / 52 500 SF --- REa.562 GPn/Ls 6PD/s r s1s s=s A v� SBSErj} Q_.,__ ----:�_ `l-ess a-rri x s,50L x eo SF-IpBill, ))) \ U"10.00 t _ / / //-!r w m LEACHING GA-LCY SIZE a eRo 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 FTN \ - \ \ / 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 PROPOSER LOGATt @OLLA,eDS / / 1 ru.'r_R x 69 75 \ `'E'HA�G CONTROL ON FOR O / f f�a=.! u°� r .._._ nvc coc_ �__...... ''I� - wvN titer T2000 t o.. t FAR MIRN�IMUMDfiS TqB NT a Bl.O}yER 995/r �r�fmQ-U� e ]30 M1 w OsFO5A-5Y5 CTM(5)FOR TN 5 PRO-EGT ASKS DE 1t6N-D BYAME .O r* 8920 tI 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 T20 CO o -I BzK �V T l .1r Tzo .. EFFECT AS of THIS DATE. B9T5 t t o'er_ - sts --/ // ' `1 ,.sa.. / co/9r oT E [.am wIl Ds VENT fY, _ B2o 00 .. / 350 I f MH � L.....I CO _ �'-..�. / `( \ THO AS G WO ,IvTS.L5 NO,459a9n 22, '].2c DOUC LASE RM T NYS P.E.NO.6I43S fi Hp' ftti W YOJN6 \ ,dE'9`_ I 1 D S N Y5.P NO H08q. .y_ b N / u2 ""fL* GALLPN I!A OWTS) r�......_. p v "' CER " \ LEAGHfN6.Oa4P nE L E ouc - ,__ Qa�1 ry � �EnGE Cr MaRst+ s I HERESY GERTIrYE AIR S MAP iNAS PIRGLATRIcONTiLIZIN6 BOAT S1 pRAGE Bl Id(,p� - RaPwcAL wR E s '^• -' Y-'. e __.- „� UTURE Fh1'RNS ON 00"~ woe ' MADE BY�S APNP/O NtF BCO OUR DIREcTIONGS s A s 49,OQO SF._NC'N0.2. a��e ns2 sr �ss r a✓ g -- aoaFROM n - '` E WE LAND 7 s asement Qoo 1 e"s�e pR y \ / �]so�B p c f J //¢P .✓ (lu HOWARD W."G'JNG,NY,5 L5 Na.�b58G3 \\\ 11-EGE: RE. V UK 20 89 AIll�NG 10 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-� n i2u.. ,4 T I [ UTILITY PLAN w'T rtoao T5t W es as 19 ....,, �,/ IGOG 106 or, IO o� '-SETBACK LINE \ea eo__ GONGRErE ����"�RININ County Tau Mop r,e-I000 s�:-,-106 aes 06 t.ol 13.4 � � 6 N rz wRu `.` \, X% ° a / noN of Zenner ff Ia 4 y T ooN B'' ao.:--',~-.�, ~� I MAP PRePaREP Jul.Gs,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 NY5VEc _ JAM1.of-S020 ( �: BOSGOLA RESIDENCE ........ ....... FCB-...IO 2020 f)) fI P.-d on January,�i, `�i 4F 05 Mat,?nO,GFI F'- BUE+GVtVISIOt'Map OP PJhOY'E AGre O'� *° 8 SANITARY 2 DRAINAGE ,.LILY OL 2020 filed on January 3,1GI4 as Man no.41 Scq�isnolA2 _„ Dec.-is 2020 DOCKS 8 HAM MAR.CO 2021 DOCKS MAR 12 202I JI z •\ MJLTIFL ............................................. MAY 04 20<i 1 40 O 20 40 50 120 u ak Scale: 40' JOE,NO.2017-0165 C1=norrau�ur ser ■=moe+.a+enr rouNa 4 OF 0 (N=s'rs ,' ♦=srnK�r-ovc DWG..2011 0165_sice pion NOTES FOR TEST HOLE DATA ABANDONMENT OF 5ANITARY STRUCTURES 4O0 O=tra°de-A�aooe,Riverhead..New rer naOl anti'= .are.+s+•r.........._____� tel.651 7=303 iax.63i.'12 i 0144 adm n�go-:mgenglneeringnom N _, ABANDOWERT IN-PLACE / 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 O 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 Thor..G.Woi rt P P Eng ere N y P43PYPQNI"I�M1S 57�L R.F.C1S?YA- Dovgi _Ad—,P I IEgi et E\is INS SYSTEM5 MAY AL50 BE ABANDO`�ED BY REMOVING ALL r g 1�11 RESIDUAL 5-r�'AG 4'tAST'S SY A LICENSED HAULER,REMOVING THE � -` Robx Toot,Ar.dt cs �/! v,ND ENTIRE 97 T)RE(E),BA KFI_LING WITH SUITABLE SAND AND HE Robert vt,p Q,Arc,Jtzck E `1 t"� lam) iFn MATBRIAL,AND PROPERLY COMPACTING. 1 bw _� 1 Ts= FL.12 of ABANDONMENT O 5E'R PIING F _r Pa.E FORRFS E DA�IDONMETN�TN�SHALL BE:CUT AND GAPPED AS A E DEPARTMENT SHOULD BE GpNTACTED REOF TFE B IFABANDONED, FUTURE Gon_*+Y57BM 5ANITARY DESIGN CRITERIA B CALCULATIONS to..ON?EMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYS iEM. -----------------.bx+rme--------------- ( S -,� �,�1 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 LIGENSE-7 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 I FA SEINER TRI S, II BUILDABLE LANDS=I5b345 AG x 600 GPO/AG =Q,SOt GP _--� BE CONTACTED, PROJECT PEN5I77'SEWAGE FLOW RESIPENCE: =30G GPD •�- c`.'---_~�-_"'__--.. � OFFICE: 2,102 OF A pD6 GPD(SF =162 GPD MARINA:4G B^vAT SLITS P 10 6PDrx OAT SLIP =400 GPII GENERAL INDUSTRIAL:Aoo 57 A 0.04 GPD/SF i96 6PD BOAT STORAGE,61„205 Sr 0 OoO GPO/SF =O GPO BOAT E70RASE:101f46 5F®000 GPP/SF =O GPD NON-STORAGE('BATHROOMS):504 SF @ 0,06 GPD/SF =IS 6PD` TOTAL ErNS7Y =t076 GPD DESIGN CALCULATIONS SANITARY SYSTEM NO.I GENERAL INDUSTRIAL:A 4, SF O I90 GPD n01N Or forRnerlt� \\ BOAT STORG'e.61,205 OF SF 6F pD0 6�DI57 r5F =O GPD North For--K _ OCI5 ORAGE.101146 57 A 0,00 6PD(5F =G 6PD Project,LLG v 7 Nara NON-57ORIE (B ATWROOM5):504 51 a 006 Gin/57 =216 OPP \ \ \\ \ PROPOSED 146PD WATER MAIN 1/A OOTIS EXTENSION REWIRED 214 GAL. —_—_— _—` o USE GEN-5 AS MF6 BY FV.IIGLEAN USA =600 GAL. \\\�\�' —— \ r LEACHING _� __._._._ REP.146 GPD/tS 6PD/5.F. =131 5F5WR LEACHING GALLEY SIZE: P OPOSED 4.r'W x 85o'L x 5,00'DEEP=7R5 SFSWA PARKINS CALCULATION HT`DRANT B USE 4 GALLEYS 9`4 SF5 SF EA. -5ID SY{A r^- FARKIN6 REQUIRED a Lit \ l-4~ 5 @ 5'd \ SwGLE FAMILY DETacHm RESIDENCE =2 sTa!Ls \ \t G'Q 5- Yc ROPpSED DESIGN CALCULATIONS SANITARY SYS`EM N0.2 OFFICE=2702 5 4=5TALL/100 5F =27 S AL.5 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 SF A 0.06 6PD(5F =162 6PP 5TORA6E=R 44e,S 4 1 STALL/i 000 5F ISO STA L5 f tJ\`N\ )� RyM / ^��?l 9N6S@ MARINA.40 BOAT BLIPS 6 10 GPD20AT SLIP y 400 EPD 't,^ SOM 0 \ '� " TOTAL DE516N FLOW e 562 6PD 25 EMPLOYEES®I STALL/EMPLOYES =2S STALLS l \ woo, S <<<. \ ",�: ,Jr,� VA OiNTS °F 1 REOVIREn -562 6A!. TO-AL REQUIRED =262 STALLS J ff-.� � ;N,\\tea f / N5, N y.R� > > ?b°N '�" USE OEM-5 AS MFG BY FU,UCI_EAN USA =600 CAL. iNGPROVIDEP PARK LIST OF ON-51TE 57ORA6E TANK5 �/!�(�u1' N �4 .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"Hays n, U #' @ T `N.�,} n TANK# SIZE(GAL j CONTENT TYPr= J {( x./!y,-. i`( h,� 't F'�AMr �6 LEACHING GALLEY 5EE J` p y m ARq F. 4.'t5F x 91 L x 3Ov^DCEn-'A SFSWA ry 1 f PROPOSEQ/ { f C'o Hp� 114E S GA FYI; '1a S SFSY�A FA _qaA SFSWA B 2000 GASOL Nr A57 OUT5.DE \ f /LOGA 10N P \ 7 a000 DIESEL AST OU75-DE a P� t " 5R ' / / EXISTING WE L TP ENSINEER5 CERTIFICATION l f \ o4'.rzl 3aa. `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 SY5TEM(5)FOR THi5 PRO..EGT WERE OE5I6NED BY ME / t 10 215 #2 FUEL OIL A57 INSIDE \ \\\ r rEXISTIN�a J 7 �+ o3 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 OUNTY BLD6.No. USE 6FA FNPOLL TEIONS CONTRO SHONN L ASSIGNED BY 5GDH5 OFFICE 1 //f \\\ , wps\ 4 ,E 15TING WELL`A5AND2�NED(/ 1�v za zaaz-„(;I' }' _wF'l'ER SERVICE DEPAREFTEST ASNOFTHS PAr HEALTH sERvices cCNsrRUCT sraND s IN ( STORY ( �} p ` // t .........---------------- -51DGIVGL 1605F f `\ ./'� LAERAL~Tt',28_- _._._._ (� r'1 2sTPRr....... ASANDONE'D ! A(Np��'fHgL /t rr1 j OM' f ?`- " �J 'OFFICE f f 1 �,' ,,-- (a�56ra(4( Jl STORY GENERA_INPusTRIAL 4,aia OF // �''yl(� Jl __. rAw�n t' P I (t, � UU Howa, 4 'STORY$70RASE 12,410 SF ?� ! ,I l n / ,,^wallolcs N= R#•�J - li`'1,+ 5' "ytll{` Y v� aouGRD W.r(}Jhfi M1 r s.L _ �� (AEG STORY RIZ OVE4) /// =v 'l GL., [ cidRY I L LV a r t > v3 T,+OMAAS GwAPIAMS hY5 SE NJ.0099? \..-. STORAGE E415= t}JC f , )\ f r r z c. C\ jt unur + SURVEYORS CERTIFICATION b I STORY L �.,Q 1 //j! f (j° • I HEREBY GER?IiA THAT TH-5 MAP WAS PREPARED UTI.5,R „ f STORY Q (jST w MADE RE CORES,AND AYn BOUNDARY AND TOPG6RRPHIGAL SURVEYS l� t50T6 5F v .� f� ,( I t' ( ��_, � �', 5^CRAG£ C j S! x�"� I \�ua tP MADE BY US,AND/OR UNDER OUR DIRECTION, s sraR� Q QQtyQ t lI J ( HEYDAY j o a^' 22:<42B OF j U t s-aRAG-=_ �'0 Lv � 1 1 it -I % LD _ .r PAD J.� J mil! EXISTING 5ANITARY t „ s"'r, B 6.No. USE 6FA 1I q�l 5r5TEM PTO REMAIN -- A A V 0, E _........_ (5GDH5 REF. 11-50-10)s is \ \ sa t 4 4�*coo 5F ' sraRa E 1 N/ pd\ � \ \ 955 r"9,30 VENT e 4> sraRar'E 52,500 sP ° L5� 1 f FORGE NA N HOWARD IN YOUNG,NY9 No-,rd58G3 / f / �' .......v PROPP -- ! tF5 E,1INe WATER ERVICE s "Y 1 I G NEw sANITAR'" vs M No.2 �;`.- \ON1� --I �' W BOAT STORAGE 5UILDING5 1 600 GALLON ICA 0WT �� S-v " 5Y (5)4.75'W X 5 50 L X 5.0o D P STRONG S YACHT CENTER /;� " LEACH INC,GALLEYS ��\ \\ \� 1 ` J ' ( "^~ at Mattituck.,Town Of Southold ll /r ``.;l tp SO%FUTURE EXPANSION a ..........�._..._....._._.� Suffolk Gaunty,NON Yark PROPOSE —— �F^ WATER SERVICE FOR QWD LOCATION ON-ROL \ \\ \ \ t ' UTILCTY PLAN a ,a PANEL �BLOWER \ -( 1 IOOO 106 06 IO Goury y Tau tFap rrP,.G I000­e­106 06 i.oi I3!4 26 ar� P'�'l°`"' \m 1 1 i MAP FREPaRtzs JUL.03,2Qia EXISTING WATER SERVICE r 1''_I -. RCPPPC'w O>=RBYISIO»9 T PURPOSES OR IIRRIGATlON� \✓ �_•^- 1 -p o- 3�I ADp Tangy mFoENUS7R VISION DATE USED i, (�,� '2 T05 NYSDCG AIR O_20i9 / 1 - - JAN O22020 BOSS NOA#2 ENCE EB to 202C _ . _ 21 M'JIcT ,HAM --DEC _ MRYLc 40 P E AR C SANITARY E DRAi A -v �. _ a M`T G'•oc 1 \ 11 1 1 cT , 1 o- '^ DOCKS 20 40 90 MAR.p_220Q0 l/ 021 Dal ENO.i'I 01656site plan 5 OF It 400 Oev der Avalwe•Riverhead New York IIROI P 3 B OWER SPE(IFR ATKNS tql-Pr51'7'f2R230ax 63'1220I44 F n�r nglneeringnam VtODGt. __ MAG NOR � 1y t�q ,{. IS RDW 2,8CI41 \O-L:AL OVP.,TO F --- - NOTE;STORAGE BULL FROM NEW GOx:'¢OL PAN_ `OLNTED VORytAt tC2ESSURL { 22PSI B AECh PA`L._AM1b TRAP i' BARM1 `a_AB BQATSTANK ARE TO a\ E ORES JRO FOWFR j12UV/t O,VGUIix. -,� H d w,Yauno Lard Serve qr T4_\'ED POOP POS'S 5EA-ED M1 ANK IT K 5c .,__Dc-Al'_Ti.-S-I`cC SEPTIC TANK AGE THE SAME AARM/CONTROL S_A__D OPREV VISA GL)li(P;1'CGVNEt't ION,-� 3/4[VCIi ( J '("Hama G.wol rt Profess oval Engineer -ANP v MAG"R AR ELOAER _EAtiAG. \TO=ADEI 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`".AG&OR 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 G 2.000 o STORAGE BUILDING NO.1 f R^^-5i?AtD 3L0lLR D=VIGE _.. .._...._ ....._.._'_.._. `\ LOCKINGDCiASTING LOCKING CASTING MA PEOVEDE UAOLR `t, @AIROLINE TO LOCKING GRADEINS FIN.GRADE, FFEL_1020 Robert vtro st.Ar hltocs M-6RITG TJ CNOLD"AN' oA\R'Al AR ID -10\ EIMI Ib UP11 NMb Lnsu eade9nvm�nlilvtion TRAFFIC Bt-NARGIN�G SLAG- TRIMO G��E TRAFFICBEARING SLAB TO GRACE RIM=94 Jr6LOWER RIM=9.& \ Toot, Arc!^Itect I '01TROWR G By HW P g Igi /:- ( -_ r 77-11) f r p -hd i .NM- n1ai,MR, t ,. " ,�_ '_) 1 IE=a.Se 5ANITARY DESIGN CRITERIA B CALCULATIONS cn 3 I ......--'.-. _ UVE----C1- - NOTE:INVERT ELEVATIONS 1 m II, _AIR L\rt TO R PI cx i pi qm �- B.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-t.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 E7ALO\ENTS IE=7..2 AL,°eROCIE OF OU/_DING GROUN-WATER MANAGEMENT ZONE =ZONE IV ILI FROM BOAT STORAGE ETHOD OF WATER 5UFFLY PUBLIC IV GRAD' "A L FOR BUILCING NO.2-7 LGWAHLE SANITARY FLOth 600 GP-IAGRE BOT=4.40----� "'�.........� J E_CG'"Ri..SUPPLY , BUILDABLE LANDS-I59345 AG x 6,00 6PD(AC S,Sai GPD L T¢i A:' TO _ORER l TOTAL OP(4)GALLEYS 315 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 ELIAO GROUND WATER EL=1.40 Rc51DENG0 =90G 6PD SCALE:\-5 Orr 2,102 SF.COD 6PD/SF =162 GPD (,0O 6AL.I/A OWT5 MARINA.40 BOAT SLIPS av G GPD/EOAT SLIP =4 DO GPD I/A OWT5 NOTES MDL.GEN-5 MFG.BY FUJICLEAN USA GENERAL INDUSTRIAL:4,9I0 OF a 0.04 6FP{5F 196 GPD i, Gw'S SHAi-L BE NODS GEM1-3 NAM1J7AGTLRC- 6Y FJJIGL`cAN V9A. BOAT 5TORAGG:61,205 57 0 COO GFD/5F G CRIS PROPOSED-: 2 TrE DOS GN E\GIN R-UJ:GLEAN JSA R=P4ESM TAT VE A\D SGD-S (T,PJ BOAT STORAGE IOtMa6 SF)O04 SF 0 C e G GPD 2a FUJICLEAN CENA LEA _h A IVES 5A-F GOS-R- Ti-E-T-LLA'F ON OF T.IE GW-5 AN- NON-STORAGE(EATHRPOMS):304 5P W COP 6PD/5F 18 GPD LTAGnING SYSTEri, APPROVA_pRP`^A.._THREC PRIOR TO uAGN?ILL. ., TOTAL ISSILS (0'76 6PD 1 ( 3 THE `5TFM 5-ART LF WILL BE GOMPL=T?D LNDER THE DIRECT SJ=ERV 5.ON OF A .>_L.LEAN JJA DE516N GALGJLATIONS SANITARY SYSTEM NO.I 4.AN ExEcuTE-oPEeanoN AND'A NTENANGE caN-RAcr BETAC_N THa HYDRAULIC PROFILE 5ANITARY 5Y5TEM NO.I SS¢' EX S !e q HINT W\GE PROV D R AM1-PROF-R ALh l-R vi ST B-5DC Tj'D TO v x SCALE",I"=4` GENERALTST INDUSTRIAL: OF 5.0 0,04 GPD(9F I90 EPD °✓•`+ "` °^` -IE S .._K GOJNT"S,/A OI 5 1 G CAL'H CRT G S=(bGir"EV PR10R BOAT STORAGE,61,2C5 OF 4 0.00 GPDISP =O 5Pp _ O AP UZA\OC l TAC/A PA'S R...=E 5J2 ON BYTE 5GDk5 IN AGGd<DA\GE hlTrl AR"IGLL�9 OF`+-E SJ=FOLK COUN'Y 5ANITARY CGDc. pmmQ`+ C" BOAT STORAGE+101,196 SF A COO GPD15F =O 6PD NON-STORAGE(BATHROOMS),504 OF 6 OOIE 6FD/5F 16 GPD 14A" ----- TRAFFIC BEARING SLAB TOTAL DESIGN FLOW 214 GPv 4"PVC @ t.000°l0 4"PVC @ 1 000% 4"PVC @ 2,000% I/A ONI HEAVY OUT & _ RISERS 8 COVERS WITH REQUIRED = G LOCKO AL. HEAVY DUTY SAFETY LIDS AIR LINE TO USE GEN-S AS MPG SY EUJIGLEAN USA =600 00 GAL. Jjtl T GRADENG CASTING EXISTING TRAFFIC REARING SLAB- HEAVY DUTYB LOCKING CASTING ME G 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 FINGRADE-, �- TO GRADE RIM=100 RIM=100 1 FIN.GRADE-� FFEL=96 REQ.1-6 RED/1.56PD/5.I'. IN SFSAA r LEACH LIE GALYE:Y 51ZE1 i 4.75'^x R,50 L x 9 OO'DEEP=-a 5F5AA VV � C- t IE 660 1 USE 4 GALLEYS ta+"iq-SESWA EA. 31&SFSwA vi EE=T.69 IE]fi9 VE\ ' - _-.- - '- DESIGN GALGULATlONS 5ANITARY SYSTEM NO-2 IE=7A2 HO-E ( \ ExISTIxG: IE=TOT IE=1-18 IE=]28 - FROM INTERNAL EJECTOR PUMP&.SO'Lx4."IS' ."DO'" i62 GAD LEASHING GALLEY ---- 4 0^-I--= '----- OFFICE; 2702 5 F ev COIL GPD(5F' SCr DC AIL OR / MARINA:40 BOAT 5LIFS G IO&FONBOAT SLIP 40O GFD 3A25;TOP)AND-6 BARS(BOTTOM) BOT=440-- I GWTS GO`^PO,R CONCRETE MANHOLE TOTAL DC-SIGM1 F..Ori =562 GPO GONCRE"E Di5TR 5VT1ON MANHOLE 5 PROVIDE BAFFLING AS DIREGTEQ BY TOTAL OF(5)GALLEYS B9&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 BOT=29 USE GEN- 2 ,LNQ't OF 1,25"CIA.HOPE DR9 FORCE MAIN EN S626AL. USE 5 AS MFG BY EUJIGLEAN USA =600 GAL. TRAFFIC SEARING 5LAS(H2O LOADING) HIGHEST EXPECTED HIGHEST EXPECTED GROUND WATER EL AO-+,...,.,...,.,�A-n.-�,,. ...,h,.....v", ............."..", .w„�..,,,,,,-..,---- �.,..,.,.,.,.k.."... ..........�...� ..,.,,.�",,,,,",�...,,�.,�..,,.,.,.�,. �.,,,...,....,..,.,...,.,.,.,,�.,�,.....,.,.,�,.,.,..,,w�,..,., GROUNDWATEREL=1.40 LEACHING 4 TYPICAL REINFORCING FOR ACCESS HOLES N.B., 62 GPD/IS GPD/s F-. =515 5FSrw SCALE:NTS GAL. OY MDL.GEN-5 N-S MFG.BT`Y EUJIGLGLEAN USA LEASHING GALLEY SIZE, 4.`IS'W x BBC x 3D0'DEEP=Tq,S SFSWA USE 5 6ALLL^Y5 0 ISE 5FSWA EA 54b 5F5WA xa anRs e u-E4af wnY METER HYDRAULIC PROFILE_5ANITARY SYSTEM N0.2 ---- INCOMING SERVICE .a:k„P 5GRLE i"=4' ENGINEER'S CERTIFICATION LL. DEDIGATEp IS AMP BREAKER ...... G,I.FRANE 1 COVER-GAMPBELL i HEREBY CERTIFY THAT THE WATER 5JPPLY(5)ANC/CR SEWAGE pU.N.a Lnci wnv - FOUN'DRY PATTERN Na,'00-/G,OR DISPOSAL 5YSTEME)FOR THIS PRO..E:CT WERE CSPE6NED BY ME 12OV AG,10,SOLE,15 AMP POWER 5CFF Y APPROVED EQUAL OR UNDER MY DIRECTION,BASED UPON A CAREFUL AND THOROUGH (-#12-2 AWG WITH GNP IN I'PVG 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 STANDARDS IN SCALE:ITS PANEL / r-ASPHALT PAVEMENT \\ EFFECT AS OF THIS RATE. EL=8.1 PIN.6RADE Ll L7 `7 LARDWIRB PRECAST GONG.SOLLAR �' 24 i. ..I c 'l -VE'RTE*R 5-RVIGE CONTROL 5HA-L BE I0 YIN!MJM ,`max `, .. `- TO c � IN"ER MA N JOINT, C.EN S P HOMEVS AIR BLOWER �GL AV SAND d GRAVEL HawARD W.YOJhG M1YS.LS h0. 55F3 Structural Dow / GROUND,ELEGTRIGAL ONE--LINE 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 _ PANEL � R OR Eh-PLUG LASE A-AMS N Y5.P E Nd.0089, aArF( a ..tnlr irz E_ L" L2S"LDPE DRq -""- STANDARDS OP CONSTRUCTION AND PRESSURE TESTED SURVEYORS CERTIFICATION 9ANITRRY SE'wER FORCE MAIN�l TO AS WATER TiGHTNi GS PRIOR TO EAGKFILLING 3O" FL yi • 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 \u ohvCa,v,Fll,at o;Cla nbcr Vet 12](-gel JOINT ..OI\m........ r' AGO-ID OM1GR?' 60' AYE �i ( D s fec "..I 277 1M V. ( MIN. _ 10 - --- ---- ) n �orc,1, ncn n z N� _ STEPS - EANOUT DETAIL ! ""`- nsri L ilemiyei,u,te aav WATER 5ERVICE/SEWER(FORGE MAIN)GROSSING DETAIL ,.. . TYPICAL GL P? I .N �qQ /{/ FOR AREAS 5JEDDEST TO TEHICULAR TRAFFIC K a•lutEi PI `��." r". _ `- OU E'1111' O -5 \_~\ •51 _ ,.G-55 OPE\',.NS $ brT KVAo b^^d 8/ \vL s,u 11 R. IOU II 3 4PFCITI(,ATI s 1 - A� HOWARD{'t YOUNG,NYS L5.NP.45dg3 r"I mLcr a:.. _.. r3> J PSMP PpLg PAC./YF/PT IN SLED RRAU D i-,(OPIionl) U,I ',cT bl..cs .. °FAME a GaVCR-GAM DEL_,-� A J5T TO RAD f4 -I RED NOTES: G�E30A}T�,I�5TORA6/E�L.1UILr;I1 Y65 RECi 11 - +-Lev SarFLE ,P.\DRY PAT v0'OO'iG,Oe_Q..AL OR AR/MI\0'F-AO ..+I f\QI`{41 i YACHT 1 CENTER -rz'F.SUSnxe .-_-... 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-47S,LATEST REVISION PLAN VIEW 3A¢S a 0 STANDARD SPEGIEIGATIONS FOR PRECAST Qii.MQtLILUG.,TOWYI Oi'SOUthQi� FREGA=,T ,..... ry. IF,nnuFf;.LE<iYP te"n!n --/rTYa/-,2<nnNvo FE<Yar/ CYLINDER IG O SEG 04 :" 1 y O EN B.FERZN G.MANHOLE CONCRETE MN BE FUR SUff OIL.GPUYitI�,NBW YOY'};`. u R c¢+pw,u /�`' _ Gil SO,NRE\'I AL E h OeG'cMJJT IN 2,R OR E RISER SECTION Q BE FtIRN(SHED N / / Qp,,,OP.al,tc a O 2 P'"NJ T G HE G T IN 1,23 OR 4'HEIGHTS AS REQUIRED. ' H -�.+ =--------- ` �S Y- _ .. •, 0 �rFrEEnin ELz9."I NA'r'ftiA5D8EJ0!NTS EQU VALEhT TO WATER MAIN �RT p a I x A1.ING GAMANUSGDEL�IVCRLD MEET ALL WATER SANITARY DETAIL�J D TO CIZRMF�THAT 4.LOADING TO CONFORM T AASHTC H-20 IGOG OE 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� GGG se;,�:,., 06 e.G6 ._: f3.4 4"DUCTILE IRON c t _ - REM-NTS OF S.C.D.P.W.SPEGS- 70 o „ ..-...-... / 51; C� '._ E Ov 5GT OF ISE-913 PG IDENT 10 MINIMUM INI M FROM OF �GHTNESS PRIOR TO BAGKFILLiNG A Py S` �Inax ;1 *IVFRT S.101.RE-C S.RE-BAR TO P PREPAREII .i',1L.03,20I8 F 01 .... - o ! 2 -_ Fe 60,00PP5GONFGRM TO ASTM A-6t5-60 R-or'd OP RIG,BI-S .'� ( i I Ass IINLY 7 ,.AST 2\FLA Z IN REVISION DATE- ' c - ^'=1C_D, 6.WELDED WIRE MESH TO CONFORM TO T05 NYSDEG NGV.20 2GI8 y�• p,�.s�• 7 ^" I "% 18"DRAINAGE PIPE-- LI _ e TOP OF PI o A.S T.M.At85 Fs=65,400Pui NYSIOC _ _ J-E 02,-2020 -T 3 �. LP l-0 UT - - _ _ _... T.CONCRETE TO BE 400GF5!&�2&-AYE B05GGL?,4 DRAINAGE i-EB I00O20 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 b.FLAT SLAB TOPS(NO JOINT)MUST HAVE DOCILE 8 HAM MARL-'8 2021 R IV-..RT'NCNT<4 LAGS&"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�lN'r -- ....... 5EWER LINEA7RAINAGE PIPE CROSSING DETAIL. TYPICAL SANITARY SEWER MANHOLE DETAIL 5GGIe:A5 5HOWN 1 NTS NO,a.2 0 DIGS DNI NTS DVNG.20I-t....O6S_site pion 6 OF IS LIGHTING SCHEDULE •too OI--de-A�anue,Riverhead New Y-I,natal tel.631 7=3GB Pa,63,=7,0I44 AT SYMBOL C. G E yNLUMI �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 L V ARE A 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,A- 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 L5I INOJS T �' 13 NA CT LE[>WALEL Li6#iT CAT.,O.PAB 5�w_Nv-E-5- 1 LK, MF5 BY L51 INDUSTRIES INC, OR APPRGVED QUA_ 9 0 i3 _ ----_ti- CAT NO. WALL i0' 1,'t65 I.Q I OR APPROVED MOUNUL Or K r _..1...� WLS-I3W-45 GAT.B0 L I INEUSTR a '-----'__ --____ _ a _ Vao 4 POLE c. -CI y}u :aa .�---'--�._ -_' __`'v'�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 ---�_ --'- .-' a a,a aea -- aR AS-r-n'-Leo-ue-asa-wv-ue-eLk, _ - — w oz os3 as ,o III GHTI NO es 000 I214 i'fP ALIL PRONG�0�5 e &-N ---_- - TDO 'G IN OR, ri T O S N L B - L_D ON _ FS SOES DIeEG-ED SN-FA�-COIN\. ze aa, zaa,-eo a,.os+. .s I'll zrt 113 t+ ao1 a.. s 3.a 3 e.os+:o ea r>s "I a a ae. OTING G § CP4CRE'Ic `4 4. xz as, m 6 .. 3 tte x v f RY7RO MONDJIM s.n ate as+z...>3.o sas IN a_u",I 'ts,i.as zaa tzv z+.an,sz+.sa r.so,zs en r.e +'1,zs 213 e.e 3. BELOW GRADC-1 Fp a.a3 zs, s.ao s.s .. ae a.ss z ,s z_ne z.ca z.zr a z.zo z.re a a.,o z .an,.za a, _. 4 a.as ,.>r 1. ,.ps u.na aaz+.orz ara ve',z.,>aor z3s 2" HALL MOUNTED LIGHT AREA LIGHT a.,a aos o.ty IIII,o.,,o.,t.111 o„I ra a.I, a't r,SE--' > _ No ��. � Te� -.- _ ,.TONE BLEND e a ---_ ._ _ 176 z s « 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 , III 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)AN,-'JFOR SEMI a. _ avi _ ao+ _ z nz I. _ _ o III a 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--« \_u'STASiLi£EPJ 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-mua- 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.Ls,NO.45a'91 / Denise Zel finer $ rHOMA5 G,WOLPERT,N.YS,P.E.NO.6143P Denise Zenner (\ Joseph Seth I Tususo $ r _ _ DOUCLAS 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 5,19I4 as Map no.41 s HEREBY CERTIFY THAT THi5 MAP WA5 PREPARED UT LUUNG J OFFICE RECORDS,AND BOUNDARY AND TOPOGRAPHICAL S'LEIT5 \ V MADE BY U5,ANC/OR UNDER OUR DIRECTION. y.._. --... z LIGHTING PLAN -SCALE. "-4C' -- ---- COVER CAST N FRAME 4 �' `� - I CAMP ORL PO uDRY,PAT NO. DRciNAGE... (') ) �OOTG OR APPROVED RONAL. i o HOWARD W.YOUNG,NYS L5-NO 458IB GA5T IRON FRAME 8'OVER GAINFBELL FOUNDRY,PAT,NO, 340'I OR APPROVED EQUAL. tt�� f,' rr{�` ``�n, PRECAST CONCRETE = 4G00 15(PRECAST CONCRETE 'OAT J`TC�1q2`/AG BV ILD NG�J z L M 6A BY BEARING SLAB AS SOLID RING AS MPG.CI OUAL,LK GTHp•,rp�&IG I A P HT CENTER ITER �0' BY OVER K CEMENT -"G* CEMENT OR APPROVED EGiUAL ✓✓�'fI�\Lt{{I`tV,,JJ f"\l/TT t 4/ I`!'i.. to OR APPROVED EQUAL. t< ^ at Mattituck,Town of Southold �-- DRAINAGC PIPE 4000 PS*PRECAST CONCRETE rn Q TRAFFIC BEARING COVER 5uFfolk County,New York N I STONE DRAIN N _ STONdBL NDTGNcA DG% GR UT AROUND 2 - DT1Ql LS N r 1 00% z ENT RE PIPE ENO PSi PRECAST CONCRETE L+ _ Soo' O sca O SAS Is SY Su FOLl 1000 106 06 IO sG Is TONc DRAY N PAVEMGN�T N CEMENT Q Y B STONE ENT OR APPROVED EQUAL Gourvty Tau gars o„na IGGO -.ero�106 o-.c 06 Lo. I3!4 `n�'� j / INAGE PIPE MAP PREPARED UJL.03,2Olb A RIGrL-- - f R FABRIC [J U DR.4�N RIN65NA5 ham'. B _ F- / PAVED=NVERT-:12 5LOPE m --GONGRC'E SHAD C GA5T IN e / REGPYU'OP R&VISIpi15 PLACE IN F1CLD I� QOO /"" 6Y 5UFFAPPROVED EONT L -�� i T-05NREVIBI 5 DATE OR APPROV+••D EQUAL. - .,.„ ip i. TO5 NYSDCG ,,, NOV 2C 2018 z 1 NYSt'ScG _ _ JAN 02.20�0 1 6' ( ^4000 PSI PRECAST BOTTOM EO5GOLA RESIDENCE IFLE _ - FEE IG 2020 18"PIA.PERFORAT�P ,8"DIA.PERFORATED h x'—.-_) o4certierc F x a anon a n rv.v::cr e.t rows a a.e.rz Irv.eon. D TKS SOH M -. - - MARY Oa 2002 ®0-7 SLAB SANTARY 2 DRA17AGE JJLY Ot 2p20 DRANAGE PIPE I, -I 3.sr-as�wrica vvtme ce�Tu zeevs T'-o __.-._.- ___._._._._._. _._._._._._._ _._._._._._._._._ _.-.-._._.... QI -'�/�i\/�A�/�;\/./�/W�. �6W EL DOCKS MAR.2 202I 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 U06 NO,20i7-1Ib5 DW6.201T.._O65_site plan '(OF 16 ,o zoo, po 1 ems v Y---..`�-.ti k=2� 0 -"'lc },.A_3 _ •00 Oz�rarae-nwanua R,—h d N Y L riao� oe c,,, ti tel.rr❑Irr2rzaos a 6a-r2r.olaa �. 'rnrw x�I EH 2 I-- I � aam n�- rneerin z it sT aayor ,,, n �iOA and Ycun Lard emu, c, woloe,-t, t P a eng e° As,P r I E,gr a Rowe Tool,Ar n tote L m / \ I \ v 1 xC \ 1 x 1 'QCJ.Op` I ry tom/ ry zA71 f8'i°I2'3b°W V � ��. rf -' :/�fw HEREa�CERTIFY� F�INEERS CERTIFICATION \ ar jl RI5P05AL SYERTIFY POR TH-PR0,F0 NA7,SIR�RE DE NC/OR SEN SE OR UNDER W Sn A O PROPOSED,HESOITGO AND RTouL SiR pOCN STRND ALL IM1 STU \D7TIONa.ALL ❑ o...THE SOIL,_,rE Nn E / 'RTMENT OP HEALTH SERVICES LE-PFECT As CO rws DAr l f / pf�yVf� 540°I6 ( TOMASG1 b U Y6R.M1 5 L3.NG.45&93n5 DOf E.ADANS N.Y.S.F,E.NO,6089 ! ,r N N I'7 5URYEYG>t25 GERTIFIGP.TIPN 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{'t YOUNG,NYS L5----.4_-i__ \\\ �r .. ry 1wy E30AT STORAGE-BUI1_L>ING5 Ng7 16 i 5TRQNG S YACHT CENTER w o r e"t. _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°°10ew.06 3.4 MAP PREPARED MAY 22,2019 4 5&6°;O'20"W T467 N&7 3650 w 67-'�`� ,yl srjc 3I 25 �.,\ Record of Ravlslors � I �� _, rformerlU S7 pJp40' -. Ng0°27¢O}„A`Y h5g,t2a'SQ 'e ac".--, s\ ti` /r} -1 REVISION DATE f I?e Pu5sell Zellner t __. s now or formerly '3S W - \ I-.f 5HE T Ni _ D Ec.�5 2020 0 N w. <�` .mil 1Z(A DJLTIP k HN -.... __ MA2 2 2Q w e Zellner aseph Seth TUSd E \ _ — - -- zl If Noreen Mar Tusa ✓,� o M LTh E2a2 f s _._ _._._._ sabdlvldon Map of "Shore Acres" filed on-January 3,1014 as Map no.41 F-- sul lslan Map of "Share Acres" (� filed an.lanuary 3,I914 as Map no.41 f ---^'v--ti„ \ �. - ' ^ 3¢�-lq' 4p O 20 40 8G 120 JOE NO.2a7-0165 5caie: I k0' Pn4,2011_OI65_sit.plan el Or Is i - I �� N "�'/',d [ 7o r`� � �t 4 "too ozcranaatAhr�irr2T.za s r N 6s Hakotaa R drovzv N- d A,. -ng Lard s,, payer n u'ce .,,rae.,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 S SAR.TIr 1G VOLurtE TOTAL I l I34,921 GY(GUP) TEMPORARY e 11 .l^i HAUL ROAD � TCA rot'' E. '" � � \ \ n € `s \\ � NIE(5)ARE UNAD.IUSTp. �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 / pa n Mfinerly as ItpOo_ios-e..��J 0 p 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 s a EXCAVATION LIMIT �A \ a d 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 ) \\\\ \_ \o J / if j - >ry1 i Q RISPG5AL 5Y5TE-M(5)FOR 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 \I\' n DEPAR7ME S—ASTOP SEALTH SERVICES E S7RUpCT �'"ARp5 IN -\\ 16'WIDE TEMPORARY HAUL ROAD/CONSTRUCTED PRIOR TO I T+Ow AD w.Ya u6 n s s. c.4saasn 6'STABILIZED 501E BASE ( \` „" OLrAS G E. A0 A RT NYS PL N0 6iD- � / EXC1,lVAT10N;4�CTIVITIES I � � e LASE ADRNS N.Y.S.,E Na eoea. TEMPORARY HAUL ROAD SECTION ra'` __;__ ._ f, t \ - �. ! ^�. SURVEYORS CERTIFICATION NTS _. o v COMPLETE CONSTUCT60N PHASE\r`'NE:EXCAVATE-. -'y J-`-'-``- '-- 1 i J o 1 r+EREBY CERTIFY THAT r li5 MAP wA5 PREPARED UTILIZING `R i 1 BaUNRARY AND TOPGGRAFH OAL^_J'RVEYS MADLT^6Y US ANL?fQR ._WALL DURING PHASE 2 OF EVERGREEN tNG DOWN fi O3,dQ0 CYBON t9J/ �t o•M:— aER c R DIREerION. " FRS, , _ _« HoW Ro N YOUNG,KYS.LS.-,'O.+br8G3 \\\\\ ffi\N � EXCAVATION LIMIT / f �e� ' ILI OF PHASE ONE{8.T9 t OAT STORAGE BUILDINGS AC)` / i ES H � \ ASA a'Mattituck,Town of 5ookhoid 9 ..-or P 5ufPolk County,New York aft n — EXGA VATION FHA51N6 FLAN uam County Tax Map ors..<.1000 s°;n 106 nam Gb I.°_ 13.4 v� _ �,i-SETBACK LINE �`� �- �� "_. I � MAP PREPARED SOT,2..q 2oia �: nari ar formers i "- " ry. - r 2& / REVISION DATE ( RU55e Zef'-er ....t-.. i11._....... f2 C'OW Or farmeriy ti \ _..ppO � j PHASE AREAS _ NLY OC..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_slte Pan 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 sue_.- t ! 1 66�0 O G....ands-telV rrsl-r2r23o9 RT—hoor N E3-ra 0144 URPOSES ONLY l l ! `-' 'r' r - adm n�}vngengrneenng.cam oR o ar M oo y � /. " s N � �ti m $e �, � � -� l etmR !{ i -1 ! - ++award v..Ya„ng Lard D,, o�yar 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..a twos � � l LVsr V1 ENERAL SEQUENCE OF SITE ACTIVITIES E ao+ � 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 A \ t( hti 2_GOM1'"RI', ON O T'M OPW¢ i-ALL RGAP STABILIZED CONSTRUCTION i a.GL ARIY AND RO SH RA-IM1 5 E GF vP iL (EXCAVATION PHASE 1 j I( c cnvA GN Av tN"+TA:.+AT ov o e�TAw n G 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\AG=AND AP---- Y'�OHT ONC'3 x ('� e f ( i SED�+nT cortTR. A R-S. 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 Exj5TINc,NcLL TG (%' I 1 fa '+ �, _ Sc_o O F` 6E JSED FOR ( + V x G.M1STA r QL lj(( IRRGATIONfII..A (JN O LUDS..AP'v;P N�ROVEM S \ AL R AIN NG' ORAR"ER GN CO1,_O DEOES sE s coNcRE- i .1 t f:, (t(zl $f`rzl nc�,,wr,AOLc 7 oR�eu�t icn aEinZA7 a_cT .v==N / os\ Re-AiNiNe ( I I ( E s H C BA S PRpFOSEP COLLARDS_ 1 WALL 42 s= f JJl \ (toJ dz_ to' A F EW AVE •� \ J VINY.A eLAGti faJP r'aoLS� T40W q 7 0 f((11) ROPas p n r42 W i34 W a1Ap PENCE Ae`VeGROUND 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/ / szo a0 KEY MAP & CONSTRUCTION ENTRANCE#I r -._�' ill I '� -- `" �.\3fV+:3'Dx46o is I __ F/pE FaR �b�RUNaPF ra ARP �a20.00H..K�=r„''- _- .•� of !: .....r.m +`�" (�. m�. I►1 Q�V cs ''' N°- LDtvb ryol DYED 1, } 7VRAL. N!-Y P(18 JHDP,d h FLANS ,00 `Q T$6P f OGrL00 PGR -a* rzoo0 J 9�j 0o fj` ar Q e az w T N w a III l \ — ti$Oq�s OpAOS E$1 STORYU C4tNC eo r (J' es]s j 1,j w \£S° CONCRETE um i RAG UQ w m 11 / 52,500$F ------ on Ili °4'ccr-RGOP RUNdr-F To Ns F FEL_10 00 mz "`gym NI �-azo A-.-fsec ARcac TarNs clew NO$a5, 80(\ fp ( A_0! - .-,— r / IQEs � /fi l -. J)I coot `�� e� NSPour LocaTIG 1� 1 PRO TEC Ot��sr .. fa0 SE'LCGr;, LPROPO ARDS caNTROL mAri�t'°R ort-g ! A� P FoR MINI sv rroRTASLe ----R EQUIPMENT/VEHICLE .,���\ /f/!/ e'�e 'n-F { ­ARAT4pN DrsraNrAr�.-. FUELINGISTAGING&_ V- MAINTENANCE AREA a`z \ \ sT20zo _ +b, STABILIZED �� �_� CONSTRUCTION A V j` f�,/ !f! -.].za ENTRANCE PA:/St`+cnn. .�svv �c,. n se ( $ )ll - aoor •a \ \..� o .oa /:Vemr� ,I� ao�, m s rm f a sf ar]a'lrii,�. /� o"s f 11i szo o0- o \ 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„ EEP' >> o $O R_RAG GG DON a m o` e aaova v. ' . M kJ O [_$ ANSI j ! / M`+ Sl` ORY - eE e P 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 R ar x - a — a° ........._ _. - NS IE..tb.0oa6 . Ios a.. _. .FF E.-srJ sa F x=.� ruwos—:•Cf ELw10,00 -- 110 \ a x 1 o GaNN_ECT -. // W� Y rax faGOP RunorF ro - I A �. /f! sh �` �,!O�, DEEPP"', iNLer .''"� �' I ! Of/ &m ,��gWr,`S PROPOSED J / off//\T! \ 24r� !f/`°,.. / ry (LU LAS�_ SNT.p W.YGUNG,YYS S.NG.45049n.\\ �CLLA,t'Zyg.;., ! - ! \ e A 4� r' ( nJ A E,APLAMT"T. 55 P E.NG.&C99'I ( ��\ \ � ��, \ \*p" ti .. a STONCgo Day} `" \..� e�900 I! / ICs A --w���t�♦ \lam`.__-120��Ji !f�~ S \ \ T �v rn EMevr �g q o 5 AT 5TORA6E-BU LDING5 u \A \1\ aa3\\ C\t o szo o fs\�\\ \! , u�p tJ'TRON&S YACHT CENTER EQUIPMENT/MAINTENANCE o\ST.i - \ , , 9 &STORAGE AREA v �;g _ \ ,�� \i lzoJI LEAoh+ PIc Fes s �' r_� ��\\V]°!'� " k J F— of Mattituck,Town cif Southold i � � Suffolk Count,New York � fl To, \, p1 SILT FENCE l tsn.Sr a.a ER05IPN 8 SEDIMENT CONTROL PLAN , 1C j a r� 1200 — low Tii2 f 1 - @8]P r& �.. o M<Tbf! - E_3.00 'r,.�Y esau rs^S c©N as'.. r 7000 106 06 10 wa e SETBACK LINE _ 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 ,s 92 a N e 30 yf=�3,OO NE¢`f'a'` PR - ...\ ~J MAP 2PARED Cc-,.2S,a02G t - 41, � o I Record of Revisions ! PROTECTION ASaveGRworn !\- ( 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 2G21 INLET .a - --- - -- --- d PROTECTION J`\ - _._._._ _._._._. --_ --_----- 9 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 pl— II GF f3 ON 3 SLOFE HAY BALE MAX, BERM r SAND SAS 4O0 O.. der Avanue RI—h d N,York(IROI 1 COMPACTED ` tel.651 T2'(23GB P E3,=7,0I44 l BAGK�'ILL \ adm nCw 1 sari N �aoa,=RAM- GON5TRUGT ENT FE\GE uREL ,c. GPNSTRUGTION NOTES AROUND ENTIRE PERIMETER P„A5TIG PASTENLD ARGUN✓ ¢ � O STOCKPILE I LINER j ENTIRE 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,ARC-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 In AGENERAL POLLUTION CONTROL MEASURES NTS OR AN NI THE ¢OV N O T N 5 SEN RAL S `\ HAY SALE 5TGRM✓vA ER RMtT STORM NA—ER MANAPZh T AND EROSION AND 5_DIME-4"f:ON'RGL M AS R_S NGLUD VE,B NO- I-ED TO,THE 0__O1I1 5 A LEE OYES:DJRIN G NSTIR-rTGN; =X 5T NO V E'"ATION TO R'✓A\ I-AL SEE FROT-C-D(BY LINER N-Ai_LA t \O=NO1, TR,T O\rENUE OR O._R APPROVED IF AME)AND SHA_L RENA\ ND STJRG P r L.ARN AND GRATIN A N ti D..__D`-F A `J M\IN,Z_ E '•5'\T O `Q'O D AREAS AND THE E\6Ti, - N THA_ �.�. 4FE 5 A E 05=D GRATED AND 9TR—"D AREAS 3�A_^_ PT S A ED'-RE T _O T PORAAN DING A6 __ k R_OVIR V S P ERN`O S ECO B N A..E IN AR W SOIL --- Q-➢ --� GG\SE4VATCN 5CRVi _R..PIL. c'hI?AT OYES IN AREAS I--RE SP L -__-- "__' - -.. 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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 e��v*v James Easton Fire Marshal Town of Southold 3