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HomeMy WebLinkAbout1000-15.-9-8.1 OFFICE LOCATION: ®� S �® MAILING ADDRESS: Town Hall Annex �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �� Telephone: 631 765-1938 NTY,�� LOCAL WATERFRONT REV11TALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 9, 2022 Re: LWRP Coastal Consistency Review for 40200 MAIN, LLC SCTM# 1000-15-9-8.1 Graham Associates on behalf of 40200 MAIN, LLC requests a Wetland Permit to remove one (1) existing 1,000 gallon above ground diesel tank; install one (1) 12,000 gallon double wall fiberglass tank split 8,000 diesel and 4,000 gas underground; install new leak detection system, piping, alarms, and dispenser. Located: 40200 Main Road, Orient. SCTM# 1000-15-9-8.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney <<� - �- gsv)kml.-� -lid Oc® r :uoljo;ua;xa put,am vx :uoquogPrao`asuaoli`iunoaddu`;mad (o) (Xplsgns`uuol`;uLjB•B•a)aouu;slssT iuloumIg (q) (YORMS-U-94 ua- uo rSarfioi O2,W""rn ou�uiuuuln`uo, o p P ?tel . R�_ —. r Mldua•2•0),(au099 umo l,,(q j1pan)uoWopun not;aV (�) :(asuodsar.a;uudoaddu 3130,13)uol;ou Souo2v ploiRnoS 3o unno,L jo,toga;u0 •I saa;snag;o p,nog •;daQ�ulppng ❑panog Sum Ij p reog uasos El :(asuodsol a;Vudorddu 3laaga)o;pa;;!mgns uaaq suq uoqu3gddV aq,L �1I�'I�I.LOg['02Id lb NOI.LOV Qasoaoud Clmv a.LIS 30 MOIJdMSHQ 'g i •aorto s is unno a uu sauua oo �x I� Z P qIi lu I Au }uoui.mdaQ mid arp aoDjo saaWmj,jo preog aq; `(;au':Izojgljou'umcgpioxpnos)a;isgam E s,plog;nos 3o unno j aqj le auquo :somid gurmolloj aqg ui alqul!unE si d2l�Z ag;�o�doo •tra49Wpun,ac `saouipuoa prru sprepue;s Xoliod d2I&I arl;rl;rm;ua;slsaoa se pareTao oq;oumm uogou uus;a o ns -you pag:.._..:,:.: --.:..g qIoq :.:agsq, •, ap •mui nnamaz .faua;slsuoa au; m pauleauoa saoRTuoo pue SPRPUMS �Corlod dN1b-I alp�o luauzananpu ari} page IIIm uogau pasodoad arg uarg „ou„ ao ,,sa i„ paaamsuu sl uuoj sup uo D not;oas ur uorisanb Xuu jj -£ :�E o -gip ilg_saptel�ur.q�tq� - ��- seo�.agl, s�a�.:asca�t pc�l��gauaq; —MmW ls: _ ° se I "a llri+ :uor} ;pag::_.o... : '` 'umam uol;uzlTe}lna2I juor a}u� IWo'I•PlolDnoS Jo u Ol arl;ul pouM. uoo Aoilod rlaua jo saol;uuuldxa pug saloliod `;sq uol}ou joutut ;daraxa OT mareai pjnorls uuoj st[l;jo aaredaad ari; 3 u0400S ur suor;sanb arl; Suuamsuu aaojag •Z 'na ry,p rmng uoiso.19 IDAVOO ay;ulylp a pa;naol;ou s;iuriadlnpia;sruuu.rats;o pun sllwdad Burplmg 2u:pnlaut suoi;an ;dwaxa jounu ;daoxd* loua;sisuoo jo uoRualuua;ap u Bupluur ul Amaft piotgnoS jo umos u Aq pasn uonuuuoltu mglo juauralddns o; papua;ul sl ;uatussasse slg1, •mtl niarnad,(aua;sisuo0;uo4Ja}um ploq;noS jo u wos aq;o;;oafgns am 4mp suor;ou posodord JOJ JVDD slq; a;aiduzoo hugs `salouaRu ploginoS jo umol gulpnloul *s;nurad io3 s;uuollddu ilV �l PJ208 F)II'u'Jeld SI�IOLLOR2LLSI�II `�' umol PIRIR90, MOJI.I.K3WsSaSSV AO11assISNOO anmri ZZOZ 0 T 'AON ®I A 1 Plor[Inos jo u.uoZ Location of action: U®--)-<33 H a1F� Rb- 'ZQ1rc-t'j' 119{y Site acreage: H Present land use: H tO-1 V► SgbF& i-lA L- F �' A Present zoning classification: - 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of`s (b) Mailing address: JW-W ILL (c) Telephone number: Area Code( ) q�3 -.03Q (d) Application number,if,-.A'- Will f aWill the ac' c 'on be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No,. If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. a Incomplete answers will require that the form be returned for completion. DEVELOPED�COAST:POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure' makes beneficial use of a coastal location,and Minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. Yes '❑ No ❑ Not Applicable Attach additional sheets if necessary Vg Policy 2. Protect and preserve historic and archaeological resources of the Town of .Southold. See LMW Section HI.-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable r at Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria { Yes ❑ No O' Not Applicable JS YN Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Bouthold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes —1No EJ Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets ifnecessary - Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No ' Not Applicable Attach additional sheets if necessary i Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous j substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. i Kxes .'❑ No ❑ Not Applicable i a%N1V__ LAI PUBLIC COAST POLICIES Policy 9. Provide for-public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Y'es❑ No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes 'E j No ❑ Not Applicable 011 _. Attach additional sheets if necessary - Policy 11. Promote sustainable use of living marine resources in Long-Island Sound, the Peconic Estuary and To aters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Lj Yes s ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. .11 Yes '❑ No of Applicable k Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. n_NQ .N6t_A.pnlicab1e PREPARED BY TITLE a DATE Id Its S Id, t R j i � s « i •q + wpop . ` pose(j� deground Tan , A Du' so , t r_ t Alk ., i f Y:1f � 1 p AUR ' ■ i r �, YE a' •�f _ p � •'mss. - ` ..i -^e. � �H 't ,%: `< �i✓`.t+:r?w`r a r r� r � y5 -:;�� r-_F k ti e�'t� �{ f S _ .. ' �Y ,. •"' �_rC�.L+r'� - ( >C� �y �L-���'���7� afro.,�.�- -5+:� '•i,�,�r �y � ; .^r. ~.,j �' � .. UOV n.. `j'� �,..'' .. •-� .i� '_ V- i" ok•.a _ i t`r ��r � .�' �.�-.��r� i 4pfN.,•.,t�'S• _ "Irti�•�h.�W�� _ - - Ya ♦ mow RJlliii. � •s rx � � fir, �.r,_�i�.-�r i 4 # �.t�•,�at`.'�j►"' MA it qp ✓ .� ra •♦ `.{,, f w. Y�..� � .V �,�M1�-... fit•. � =:.-•r .. , an 1 � 1 r J � TAll. r -------------- 4 f r, �— . 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P' xmiwr✓.nrrie�e w p IV .:+ 1186-26 DC14969 AM047 MAP OF PROPERTY SITUATE ORIENT POINT Town Of Southold, Suffolk Co., N.Y. Scale: 1"=40' Area: 202,276 S.F. or 4.644 Acres ■,� / , Certified To: .0 40200 Ma' B,n p ECEIVE PAWD ' ,"Say�•E- �6 t�L SEP 2 3 2022 ��` ��° � SoufholdTown Boyd of Twees $5 \ AREA CALCULATIONS AREA TO TIE UI4E= 202,276 SF. 'A AREA UNDERWATER AREA 2 UNDERWATER IN BASIN 4 89,108 SF. LE LAND _ AREA OF 79,040 AREA OF LOT LDCOVERAGE (BUI DINGS)SF•3.798 SF. I rA,Acz � a. FF 13. STEP ♦ ♦ �� ,d LWP) \ �� • ° e, \ e a F eME. s . wa�e FLOOD zo, '"DI,FRO. FIRM NO.3Wm FLOOD EO S1251D $� AE(EL 9) % e i •vacs• �y1 , (EL. 13) s e s s np06 /, I s � s � s 3� . s KEN O �O `R BRKK O Cc T c.C—R R 000 •� GGH MG.— ER [1El RC BO% 0 •� EMEMTRIC METER COPME Or PAVEMENT I 't , EGG LOGE 01 CL—.G EV ——T PIP 11 HLEL TANK I o ] GM CAS METER GV GAS VALVC N PRI-TION BO% LB IMP MLIGHT BO% LP t!HT PG POCL LTPPOST YDN COVER u , WATER OH OVERW" + R PROPER,LINE • -� NE 1A K SRPG SP SPAYORS S, S-11 TANK Le TELEPHLNE BO% II OLTY BOX L' MLRPANEL WATER METER uvE TBR TOTBE REMOVED R TRAHPIL LIGM TP tELEPHOxE POLE NOTE: Revised: June 18, 2020 — Update 1),u^„em.;:.a on..oron o.mnT;a,io o,Pn.y NOTE: p°wrwoo'rg,�ib�i2ov°oH�'ine'H',.`"'ron sm1” BEARINGS DEPICTED HEREON ARE Revised: June 26, 2019 — CEHA Line & Area COICS. Edu,o^o,L^.. Surveyed: Jan. 3, 2019 x).0 ,WP —1n,.14-1 0/"1.,,,,,,y—P RELATIVE TO NORTH(NAO 83) y mp en wry;^o1 a"e„aero.:mA,e.,m o. &ARE ROTATED 14.05'54'COUNTER CLOCKWISE FROM PREVIOUS DEED BEARINGS ' s). meoone A,.,o,.PR�^o y GEORGE WALBRIDGE SURVEYORS,P.C. W Pn 11 .o,n IA,a�rvry u P•epo,ee, Tr /^ 1°^ ^r• Land Surveyors&Land Planners 01 Hio'=Rel, 300 Pantigo Place-Suite 116 e.ne.ow„a,w�m.e n.•.,,.;P,%rr 1m1 iN, ;,o%,obo,,..aA u. East Hampton,Long Island,N.Y.11937 ,.mmE�,e. H Pro,r.Hw m"a s r o„oeonl.a ^y aA.Ne..r,.A sial.u,«mno,o .,woes Phone:(631)324-0412 Fax:(631)324-9849 .).ino"d.�m a o1,oe,wHaa,rn,P•.��.,i9,. E-mail:info@walbridgesurveyors.com Elevation Datum NAVD 1988 S.C.T.M. 1000-015-09-8.1 c^k'd d.-6/22/20 c:\land project\orient—by—seo\dwg\corlson\survey-6-18-20 -................................._._.._........._-----------..............................................._.........---....... - I i 1 186-26 DC 14969 AM04 7 i i i E C E I TEL MAP OF PROPERTY i SEP SITUATE ORIENT POINT SrnrthDfd Town Board of Them, Town Of Southold, Suffolk Co., N. Y. .Scale: 1 "=40 ' I Area: 202,276 S.F. or 4. 644 Acres I to I j�L°f" PAVED 5.9 + Certified To: +5.2 ppEN + +6,3 � +e,7 CONC. 40200 Main f....L._C Westcor Land Title Insurance Company 7..2 +8.4 V k»64 "r +6.8 +6.7 i t;{+F +r.2 G>; +6,8 7.8 +6.7 +6,T` 74 6.9 EDGEMENf » » �'" \ 7` ,.;... :: +6.3 +7.l+ , 7.t1 + + +6.9 PA . ....-».. PAVED R » a... +7.4 +6,5 +71 „ PA i , '... F +as, +7.3 PAVED -5.9 30, 0 +.CM S ;:•u }7.2. +7.G PARKING ._ .. Tp GM aT.! ?' 8.9 rl.t^ 6.9 SFATUE 5.7 ».- 7.0 +x FR. {{ +6-5 i\ m :� »-." � • ,.� , �-»•`"» CAD,....a 1'`. d 56 8 N. , t K.fi t11 ff{{ 4 5.4 PILINGS a ,Cf '4•, d ',`•',k (7 ° `3 O { +5,4 i'":`••-c'�!� a• c ° a �t.t"a. AREA CALCULATIONS \ A f.. {t i` DDG AREA TO TIE LINE. = 202,276 SF. IF AREA UNDERWATER = 97,299 SF. AREA UNDERWATER IN BASIN = 87,404 SF. AREA OF BUILDABLE LANE) = ` 6.4 rti ° ARCA OF LOT COVERAGE (BUILDINGS) = 9 < SF. ♦ 0 c J . 7 lk 5-4 ti\t\ 7.2 e.5 °PILINGS �< ;c:- \�� `t +7,3 {{l a \sk t{ UNDERWATER +7.6 +'7.4 m t,. LAND a PILINGS +7.3 a +6.2 A 7,5 � +6.4� � c�0 ��♦ 7.4 PAVEU ° �\ PARKING o +e.! +0,9 i{ \+5: { +8.2 G t. {„ DDG t r 5:7 + ,� �il -''r~ % +8.! `a + 7,9 4� D :N' 3 +e.5 7R Axa Y `'... c �d '•'1 GGNC. y F.F. .`6.J +'6.4 ♦ti 9�°:5}9k -1 C r,'. 8.5' +-6.1,n .Z +8.? 8.2 �,.' SrE1 +7.5 + 0 5 + H. 7 + 6.4 7.4 78' 6 PAVED BAR U0p1N DECK 8.8. + ' "fR.4MP ,,.{x 7.5 V. CiAL Ot PAVED 7.8' ' t l a _zw ° x C DECK ». ''... {q t k» z t yt �+ +6.G BRICK%1 +7.0 +5.7 tt t ° +' +5.3 i SpCypR�S„e.'yt '*5.t {y PILINGS a a ,y ,6.! ;\ +5.6 MACHINE +.6,2 o `� •,a ON CONC. �j w.n, a U �� ♦' CQ: ' 16.2' ,. •�`ll�\ i:,. ,`�. ,e QED% +e.o C'0&5F:'Al ERt?50N RAZZARD AREA LINT. �,... s +s.a l : i CEiv, Pficirwti,i ray 1•-'e33•_,e3 ».. 70 L SHEET 22 OF 49 Will, +5.8t 2�: t , a >.sl +. My\ +5.8ty PILINGS 'DOC �...✓'"" p0 a. �..•. �' 5.e " i< i PAVED W i a UNDERWATERLAND .*8"S x %i..'^ ,.''£ c, 6 a lw. +5.8 5.9 a PILINGS m + , 8.6 ' `t ::8 d; , +5.7 PILINGS a fi.8/f 5.; +5,7 +5.8 a 4 �� +e„5 a Y� +e.2 5:8 +6,2 5.3 r ,r.,,! 72 8'4 5,2 i 67 23 + \ +Y�.. 6.3 ♦ r� \ . A P VFD r . `' +7.6 C ,} ~\� +7..d \, .,/ ( ... +6.7 i{ CF'?VE. �V/ J ,..�� Md81\ 2 0 7., 7.0 n: O r, s +7.33':`:' 7,4 \ `\y SsS a O i \, +7.3 { t +74 (:R:A`>+#:,: +7.e ii • 7.3 .,7.7 TOWER, CRAVE � # \,... 7.8 7.4� \�c 4118 bra, ♦moo\\\ .; 7,4 \ 40, e �\_; Z` ,J OJ 91' Ti^.5 KET -ZT- SIGN i BR BRICK CB CATCH BASIN CC CONC. COVER CM CONC. MONUMENT A ` 8.T is DW DRY WEL.L. 4. I E-n EI.ECTRIC TRX E II_FCTRIC METER LOP LDGE Of' f'AVEMf N1 FOC C'DGf_ Of CLEARING / 8 LV ELECTRIC: VAULT F'P FUEL PUMP FT FUEL TANK + •� GM GAS MFER GV GAS VALVE HYD HYDRANT' IR IRRIGATION BOX I..B LIGHT BOX ¢ -?.� I..P L.EACHING POOL. LIP LIGHT POST MC METAL COVER MHW MEAN HIGH WATER OH OVERHANG PL PROPERTY LINE PROPANE TANK S STEPS SP SLATE PAVERS I ST SEPTIC TANK TB TELEPHONE BOX UB UT':i.€TY BOX Uf UT! TY PANEL AIM WA!'ER METER WV WATER VALVE TBR TO BE REMOVED Ti. TRAFFIC LIGHT' TP TELEPHONE POL.E:. NOTE: E: 1). Unauthorized oiterction or addition t,, o survey �1, J t`7CT) 'Jfar"r1 en,,, a.. , r,1 ...� _� 'l ,llr\ J !` I , t� A j < y o 1rc..,:,..c.l „:,rve:voa seat is e R e V I`w f.:d. u n e L l: L., 1 C - - �'�E 7 violation of section 7209 of the New York Stcte , r �•�-- !1 r_ . C ra. _ ' r3�'1'F,,!i�! r Di Pil.i FiA_rYi (,�i`i ",i7 . Eduaat;an LOW. ,' r J l ,J. ,. .i 3 fr r r; I ^:.'i..f1i>>/�C :.% i'`J�.�r:�•;1-i t1`�L(l l�2-�1 )•a ��; ftp.:. ! �:. Only rn;?:e, om f:,e o g'na. of tY�i.^, s;rv•ey mor, � •.� , ,... 4`.. .r.`-..r.♦ tl /,r.G.' ,v.Ir i"` T.L..r. .�i �.,rfa.,iS ii rt or;q:'7w, ri:+.0 51J 1'YE' .> :r'i✓JG E'u; pr 'i Jar O.'.� ...� ,T r ��_ !'. ,_. ! _ ,.:ll t,, i :.1. ..�.1 �) I_ ., d!L.1 _L4ti Yr1,�.... .... ........................... ................................................... .............-............................................_............................. GEORGE WALBR > �:< ♦., �,,•, w1,...,. .,, , ...y .. ,:.,: .�<:.. IDGE SUR G E� ORS, P.C. �,tlllt� III'1't't't1l'J (�' �.tlllt� .�DrIIIIIJIt.'i'.'s 00 P inti�lcl Place - `�uit:r 1 1 (t :.t�r L'rr^r;0•', in rp:'9;,. ht.rno.: •:::,L,,r n. : :, ... PPS' wa. rr<,pore;i !n :1-orIce wr+ham t',-', 1"ast I k nnptctu. Leone, Island, '�.`", 1 1 9,37 ",k;,st:rl'J 1i1,> of C.r::'Cf;i flit '0111 ..,I L'(.'r r)I': m10p N.,d <,.. by fhe New York State Ass ci„tinr. a .'r^!B:' iOr,.: %,'%. Phone: {ft i 1 } 324-041 2 1'av ((i i 1 } '24-� 849 n i 'r'e et..V+a."r> :�* _ur;sur,uc•e •',rr: �,.•c,, 1;-111141: Illi6'tI %,N:iIbridL,e tirx,c\ od-';.i'om FILL PORT LEGEND THE OWNER/OPERATOR MUST PERMANENTLY MARK ALL FILL �L K. PORT5 TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE MARKINGS MUST BE CONSISTENT WITH THE COLOR AND SYMBOLt CODE OF THE AMERICAN PETROLEUM INSTITUTE WHICH FOLLOWS: �.•A 3.6.3.6.2.1 THE COLORS TO BE USED ARE: ❑ HIGH GASOLINE......................................RED ❑ MIDDLE GASOLINE................................BLUE ❑ LOWER GASOLINE.................................WHITE '>, ❑ HIGHER UNLEADED GA50LINE.........RED w/WHITE GROSS ❑ MIDDLE UNLEADED 6A50LINE.........BLUE w/WHITE CRO55 \ M� ® LOWER UNLEADED GA50LINE..........WHITE w/BLACK GRO55 ❑ E55 UNLEADED 6A50LINE..........BRONZE ........'""' ® VAPOR RECOVERY...............................ORANGE FEMA 0 DIESEL..........................................................YELLOW FEMA'\ -13 ❑ #I FUEL OIL.....................................................PURPLE w/YELLOW BAR AE-Q ❑ #2 FUEL OIL................................................GREEN <; .c ❑ KEROSENE...................................................BROWNEl WASTE OI THE SYMBOLS .. R TO BE USED ARE: A CIRCLE FOR GASOLINE ' vll PRODUCTS AND VAPOR RECOVERY LINES,A HEXAGON FOR 1 ALL OTHER DISTILLATES. A BORDER MUST BE PRINTED ,a AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH ��2• S AS ALCOHOL. THE BORDER WILL BE BLACK AROUND A _ ' ......... .���� �♦ � WHITE SYMBOL AND WHITE AROUND ALL OTHER COLORS. GRAVEL _ - ♦ ♦ a>i9: GRAVEL41 a�: lm—— �• ° \\ esti .. OvilL oHL ��' c. GRAVEL OHL r v T 1 ASPHALT s = Il- 1 e b { e e O , O 1 d o j pry \ PROJECT INFORMATION: 'o p ob C:a DECK p \` �\ ♦♦ COTRACTOR MSNJEANNINE INFOSTALLINGS e p / o ��. (\\ GRAVEL q� SEA50APE PARTNERS AREA a_...._.-O........A.......a..........0 ..A ....4..... A........A..._...0........a......0 ♦♦ al o ° I1 6 " p.._.,.. p....,....a......._.° ..: p ...p.......°...__._a..........p .....p._........p........ `b `' PO BOX 1264 e WATER MILL, NY DECK ' (631) 28'7 - 1130 I 1 .� v JEANNINE@SEASGAPEPARTNERS.NET :............. y.�a \�14 0 1 O i r \�� Ga ° 160. FR. ° Al ° BUILDING a I I ASPHALT ° \\ \` ♦ o 1 p b 1 O 0 0 p ° O I g )• C1% O o o e ° 1 , p � O o 0 ° Op ° a a , a 4 1 IUI 1 a b = _ ° .............__......... f \� REV DESCRIPTION BY DATEb .,...........:..0_..,. .......... ................� p 1 PRELIMINARY DESIGN GFH 6.28.22 � I ° � `♦ V� �, � ♦ �. 2 CONSTRUCTION DOCUMENTS ,GFH 7.20.22 1 PLANTER 1�-- a -© -�1 GLS o ASPHALT GRAVEL —— *—— —— —— —— —— �� 3 ° � a` GRAVEL �DI' tl LU a4 � I� BUILDING �� 1 � 1 A) l( w w w w w w w w w w w w w w w w w -w ^� ' ELEC ELEC ELEC — ELEC—— ELEC —— ELEC — LEC —ELEC �L�C E�E� ELEC— EC—— ELEC —— ELEC — LEC I_ —— —— —— —— —— —— —— —— —— —— — —— —— —— —— —— N �\ N 15 4Sx39 LUlk I -110 \ - FEMA \ m f FEMA llkK 13 :..,. , AE-Q 3 WA AG?ION LINE to Wa m0O z a �,�e��=�n�`'>o��r�:� p 4, O , e,'ff ,. . ;. MOVIE _RATE ,., IL FROi'05ED 51 TE PLAN \z '" ,,, SCALE: 1" = 40'-0" PIPING NOTES: (WHERE APPLICABLE) I. THE INSTALLATION AND PLACEMENT OF THE PIPING SHALL CONFORM WITH NEPA 050,50A AND WHERE APPLICABLE NEPA 031 2. THE PROP05ED PIPING MUST BE A MINIMUM OF 100 FEET DISPOSAL OF EXCESS AND UNSUITABLE EXCAVATION MATERIALS: SCOPE OF WORK \ \\\ FROM ALL WATER 5UPP1-Y WELLS. I. DISPOSE OF ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL I. REMOVE EXISTING S.W. DIESEL DIKED TANK (TANK #4) IN NEW ATTENDANT AREA. B. PRODUCT PIPES GROSSING WATER/SEWER LINES SHALL EXISTING 5LABS/PAVET�ENT TO BE REMOVED BY 5AW BE INSTALLED UNDER SIN&NATIN TER/51EIAER LINES IN PROVIDE CUTTING. EXCAVATION MATERIAL TO BE LEGALLY DISPOSED OF OFF 2. INSTALL (1) NEW 5K/4K SPLIT DIESEL / REGULAR GASOLINE B.G. D.W. U.5.T. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN SITE. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR THE MANUFACTURED BY CONTAINMENT SOLUTIONS. TPES GL.EARANCE OF Io FEET. DISPOSAL OF THE EXCAVATED MATERIAL AND BEAR ALL COSTS OR n RETAIN ANY PROFIT INCIDENTAL TO SUCH DISPOSAL. THE EXCAVATION 3. NEW 2 AMERON DUALOY LOX D.W. PRODUCT PIPING. HE PIAND A MINIMUM HORIZONTAL 4. CONTRACTOR SHALL PROVIDE BUSHINGS AS REOUIRED TO SHALL CONFORM TO OSHA AND OTHER LOCAL GORES THAT MAY APPLY 4. NEW VEEDER ROOT PROBE5 TO TIE INTO NEW VEEDER ROOT TL555OR PANEL ADAPT THE TANK TAPPIN65 TO THE REQUIRED SIZE PIPING. 2, IF SOIL IS FOUND CONTAMINATED,OWNER WILL MOUNTED IN ATTENDED AREA. THE ALARM PANEL SHALL BE EQUIPPED WITH A PRINTER. < G Am 5. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED HANDLE ALL TESTING AND DISPOSAL. IN ACCORDANCE WITH RECOGNIZED ENSINEERIN6 PRACTICES 5. NEW (1) DRESSER WAYNE RELIANCE C75205D DUAL PRODUCT DISPENSER AS PER ALLJOINTS MUST BE LIQUID AND AIR TIGHT.ALL PIPING SYSTEMS MUST BE TESTED FOR TIGHTNESS BEFORE BEING ELECTRICAL INSTALLATIONS: PLANS. W/ PGI GLS 15426OR-55 DISPENSER SUMP IN NEW 3'x5' CONCRETE imso s COVERED,ENCLOSED CR PLACED IN USE,ALL THREADED I. ALL ELECTRICAL INSTALLATIONS AND EQUIPMENTS SHOULD BE DISPENSING ISLAND. JOINTS SHALL BE SEALIED TEFLON BASED 5EALIN6 COMPOUND INSTALLED AND MAINTAINED IN ACCORDANCE WITH WTA'IO,NATIONAL 6. NEW A.O. SMITH VENT PIPING AND RISERS AS SHOWN. ALL PIPING TO BE INSTALLED IN EXACT ACCORDANCE WITH ELECTRICAL CODE,ARTICLE 514,GLASS I,GROUP V.DIVISION 1 4 2. PLANNING & DESIGN MANUFACTURER5 INSTUGTIONS. 7. TEST ALL EQUIPMENT A5 PER SGHD REQUIREMENTS. 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO 6. LINES TO BE BACKS-OPER 1/8'PER FOOT BACK TO TANK MAMAY SUMP. MONITOR PANEL 4 TERMINATE IN UL L15TEP WATERPROOF 8. RESTORE ALL AREAS TO MATCH EXISTING. 256a ORINOCO DR.BRIGHTWATEM,NY 11718 "1. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS. JUNCTION BOXES. OFFICE: (631) 665-9619 ALL SUMP PENETRATION TO BE MADE RADIALLY. 8. ALL UNDERGROUND METAL PIPING COMPONENTS SHALL BE PROTECTED WITH A PERMANENTLY BONDED COATING OR MAPPING EXCAVATION PROCEDURE AND LIMITS: D Glenn@grahamassociatesny.com MATERIAL WHICH IS RESISTIVE TO BOTH MOISTURE AND HYDROCARBONS. THE MATERIAL SHALL BE APPLIED TO CONFORM I. THE CONTRACTOR SHALL EXCAVATE WITH EXTREME CARE 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING TO ANY IRREGULAR SHAPES OF THE PIPING AND SHALL START BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS. ID AND TERMINATE IN CONTACT WITH COMPONENTS NOT SUBJECT ALL UTILITIES ENCOUNTERED SHALL BE DEEMED ACTIVE } 'ENVIRONMENTAL ENGINEERING `PETROLEUM SPECIALISTS TO CORROSION. MATERIAL SHALL BE '5COTTHWRAP 50.OR AND SHALL BE SUITABLE PROTECTED BY THE - L `� c; n. 2022 *ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP APPROVED EQUAL. CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY 'ALL PHASES OF EXPEDITING Q. TANKS SHALL BE 20'-0"FROM ALL DRY WELLS AND BELOW REPAIR EXI5TIN6 UTILITIES WHICH ARE TO REMAIN AND GRADE STRUCTURES. THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS. SUCH REPAIRS SHALL BE MADE BY QUALIFIED PERSONNEL Southo!dTovm WITH NEW MATERIALS USING METHODS WHICH ARE TESTINGS: SUITABLE FOR THE ORIGINAL UTILITY CHARACTERISTICS, Board ofTntstrcS I. AIR PRESSURE TEST TANKS PRIOR TO INSTALLATION. AND WHICH COMPLY WITH ALL GORES,ORDINANCES ANDF��N ' "GRAHAM, " 2. AIR TEST PIPING SEPARATELY;PRIMARY PIPING AT 5 P51 AND F SECONDARY AT 5 PSI,BOTH FOR SO MINUTES. 2, EXCAVATE TO THE DEPTHS AND WIDTHS,AS SHOWN,THE S. ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL CONTRACTOR SHALL NOTIFY THE OWNERS REGUIREMENTS• REPRESENTATIVE PRIOR TO THE START OF CONCRETE U ® K C O U N T Y APPROVAL S T A M P �� 4. NOTE: CONTINUOUS PIECE OF PRIMARY COPPER PIPING CAN BE REMOVALS. ALLOW FOR FORMS,WORKING SPACE,AND I: 'LJ I-, C. B A U M IG g�'�� .x' ,, P.M. EXEMPT FROM TE5TIN5 IF LE55 THAN 5 FEET,A5 WELL AS FILL. DO NOT CARRY EXCAVATION FOR SLABS DEEPER \ \\\\ \ g� C T ¢� F F$ �' �`xe e<+ I. {.t...e K. I:� ,J %� .LSI y R.A . SECONDARY PIPING ASSOCIATED WITH T PRIMARY P P THAN THE ELEVATION SHOWN. EXCAVATION CARRIED BELOW THE GRADE LINES SHOWN SHALL BE REPEATED S e as COUNTY D `TI"k ENT OF HEALTH� SERVICES CONTRACTORS)NOTES: WITH THE SAME FILL MATERIAL AS SPECIFIED FOR THE SHALL EXAMINE OVERLYING FILL OR BACKFILL,COMPACTED AS REQUIRED CONTRACTOR VERIFY TALL EXIS %5 UNDMIER&ROUND TANKSAT NAND FOR SUCH OVERLYING FILL OR BACKFILL.ND OFFICE OF POLLUTION CONTROL � CONNECTING PIPING PRIOR TO TIME OF PROPOSED WORK. ! UNDERGzROUND UTILITIES: EXCAVI�TION SAFETY: PROJECT LOCATION: I. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AS NOTED ORIENT LAY THE SEA UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN ON MAKING THE EXCAVATION IN A SAFE MANNER. PROVIDE THESE PLAN5 ARE 013TAINED BY A SEARCH OF THE APPROPRIATE MEASURES TO RETAIN EXCAVATION 51DE /HAZARDOUS40200 MAIN fi�1D AVAILABLE ITEMRECORDS. B S. IT 15 DISCREPANCIES AND/OP ERE AY, SLOPES TO ENSURE THAT WORKERS IN OR NEAR THE NOTE: TOXIC i N �� EIAL STORAGE 0�I ANT IN THE LOCATIONS AID QUANTITIES OF UTILITIES AND EXCAVATION ARE PROTECTED. CONSTRUCTION FENCING I. ALL FILL PORTS SHALL BE PROPERLY LABELED NY I I��� STRUCTURES SHOWN. TO THE BEST OF OUR KNOWLEDGE SHALL BE FURNISHED TO PROTECT THE EXCAVATION. WITH A LABEL STATING THE SGDHS TANK NUMBER, ° PROJECT DESCRIPTION: THERE ARE NO EXIST'IN6 UTILITIES EXCEPT AS SHOWN ON THE CONTENTS OF THE TANK, AND THE NOMINAL I 1- g T-H M-22-00192 THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ..D. HS Job No.: NEW GAS/DSL TANK INSTALLATION AND WORKING CAPACITIES OF THE TANKS. DUE PRECAUTIONARY'MEASURES TO PROTECT THE UTILITY NECESSARY SHORING DESIGN, CALCULATIONS AND DETAILS, Tt;e:e plansand specifications have been reviewed amd found to be in cornplia.nce with the PAGE DESCRIPTION: LINES SHOWN ON THESE DRAwIN6s. AS PER OSHA, 2cl GFR CH. XII. (WHERE APPLICABLE) 2 SHALL BE FITTED YiITH A LABEL 5TATING THAT THE f ;a I,. 517E PLAN 4...c:. County Sanit:, y "ode Arti,le �- en d/Or Ar ci- IS requirements b•Msed €.apon 3. INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND TANK WAS FABRICATED IN ACCORDANCE WITH r r ' fli C DEPTH TO W141rE'R: SLOPING NECESSARY TO SUPPORT THE SIDES OF THE UL-1316 AND DISPLAYS A UNIQUE SERIAL NUMBER. i€ fc"'- ation'• sui'?�!,ted by tlx: applicant. This cr,'7f.roc;ol i5 limited to the COn5truction of the JOB#: TAX MAP: DEPTH TO WA ER 15 1.E55 THAN 6'DUE AS PER ONSITE EXCAVATION, TO KEEP AND TO PREVENT ANY MOVEMENT TEST HOLE WHICH MAY DAMAGE ADJACENT PAVEMENTS, UTILITIES, 3. THERE ARE SURFACE WATERS WITHIN 200' OF %F,j', `/7'7G"•_Ce j '?(f;j Maft�rial Storage, 220603 1000 - 15 - Ci - 5.1 FOUNDATION5,FOOTINGS,UTILITY PIPE BEDDING OR 5TRUGTURES, 5UBJEGT 51TE DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND ,. DAMAHEALTH. INSTALL AND MAINTAIN SHORING, SHEETING, 08/30/2023 DATE: SCALE: IN SET: BRACING, AND SLOPING A I REQUIRED BY OSHA AND OTHER Th,is ''7roz.,al,o cons!'ruc°€°xr,,rFs c='� 6.28.22 AS INDICATED i OF 4 Expiration Date DRAWN BY: SHEET: APPLICABLE 60V'T REGULATIONS AND AGENCIES.(WHERE APPLICABLE) j 08/30/2022 � � G Approval Date te�Ie � En Incer CH D B Y. T GWG 100 • _.ATTENDED CA :.. AREA 10# CLASS ABG FIRE - EXTINGUISHER INSIDE EMERGENCY DISPENSER SHUT OFF SWITCH { F Ne OUTSIDE DISPENSING MOUNTED IN51DE d OUTSIDE ATTENDED AREA AREA GRAVEL AREA I NEW VEEDER ROOT TL5-35OR TANK MONITORING PANEL MOUNTED IN ATTENDED AREA f• J k: , REMOVE EXISTING 1,000 GALLON 5.11. STEEL , w ABOVEGROUND DIESEL DIKED TANK (TANK #4) 4. INSTALL (I) NEW DRESSER YVAYNE RELIANCE e G52O3/2 7CGJK/A5YVI SERIES DUAL'PRODUCT/DUAL ' e u ` H05E w/ NEW PGI GL5 15426OR-55 FRP DISPENSER ,< ,. CONTAINMENT SUMP w/ (2) NEW HANNAY 55520-50-51-15.5A HOSE REELS ON NEW 3'x5'zc �4 " CONCRETE DISPENSING ISLAND .,' g LANDSCAPED AREAS . :' RETAINING WALL NEW SPILL KIT w/ ..::. a:' F ..,, SPILL CONTAINMENT •�' ;�.. <. ; :\ .,, `:. EQUIPMENT IN ..` >.:';`,,:.;'; EA51LY ACCESSIBLE LOCATION PROJECT INFORMATION: ACTOR INFO: M5. JEANNINE STALLIN6,5 5EA5GAPE PARTNERS PO BOX 1264 WD. FR. WATER MILL, NY Ilq?6 BUILDING (631) 237 - 1130 JEANN NE�SEASGAPEPARTNERS.NET EXISTING ELECTRICAL BOX TO REMAIN 0 0 BY DATE 0 EXISTING BOARDWALK REV DESCRIPTION I PRELIMINARY DESIGN GFH 6.26.22 2 CONSTRUCTION DOCUMENTS GFH 7.20.22 RAMP 0...........................0 O 0 GRAVcL AREA 0 0 NEW 2" AMERON DUALOY LCX COAXIAL PRODUCT PIPE W/ DPMBD-3.0 FLANGED \\ s \s O ENTRY FITTINC75 O . \\ .� :. e,C7 7 I ».SRR°..\,�\,xr .\\ ` , RETAINING WALL NEW 40" FAIRFIELD FIBRELITE SUMP ACCESS MANHOLE MODEL FLI00, TYP. 2 PLGS. � D 40'-8" 3 A TRANSITION SUMP MAY G -L -LAI BE REQUIRED AT THIS POINT /-4 00 A 7 8,000 6AL. IN THE PIPING RUN IF THE PITCH BACK TO THE TANK 3 2 S.W. A.O. SMITH FRP VENT PIPING FOR AT 1/8"PER FOOT CANNOT mso S REGULAR 6A50LINE/DIE5EL. STEEL RISER BE MAINTAINED Cv � O ABOVE GRADE W/ MODEL ?23 PRESSURE PLANNING & DESIGN VENT GAPS FOR GASOLINE 4 MODEL 23 GA50L,1 DIE5EL ' OPEN VENT FOR DIESEL 256a ORINOCO DR. BRIGHTWATEM,NY 11718 — c OFFICE: (631) 665-9619 NEW 12" THK x 24.0' x 40.5' P.G. ------------------ —"—_—--- -----------— --- ---- Glenn@grahamassociatesny.com DRIVE MAT 6x6 10/10 MM 4000 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING PSI GONG. AT 28 DAYS—/ NEW 12K (5K/4K DIE5EL/REGULAR GASOLINE) DW i I *EWRONMENTALENGINEERING 'PETROLEUM SPECIALISTS FRP U5T, w/ 12 REINF. TANK MAT EXTENDING 24 I I ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP NEW WATERTIGHT ATERTIGHT MANHOLE BY BEYOND TANK EDGES $ CONCRETE DEADMEN AS I i 'ALL PHASES OF EXPEDITING 2" 5.W. A.O. SMITH FRP VAPOR FIBRELITE MODEL# FL 760, TYP. 3 PLG5 PER MFR. RECGOVERY PIPE W/ BRAVO F-0-7-R SUMP i ENTRY BOOTS OPw 5 GALLON 15C-2100-PEVR SPILL I GRAVEL AREA u� CONTAINMENT MANHOLE FOR STAGE I VAPOR ASPHALT AREA I ' E' >' ` � � L "r . N RECOVERY PRIOR TO ANY WORK, TANK -JOSESCDHS JOB #T-HM-22-00192 FILE REF #11522 I� ` A R C I A } " EOR 'E I:-I0F&I�NIST' N P.M. SHALL BE BALLASTED DUE + TO THE PRESENCE OF I I / s GROUNDWATER ' 6UFFOLK COUNTY APPROVAL 6TAYP :t ITt,.. C. .1: ..At? I .AIS"I", P. :. ASPHALT AREA EXISTING BOLLARDS ( y' / TDEPARTMENT t "B ,� g ---- I C I..�` .I ... .. I)I N R.A . REPUTED LOCATION OF TO REMAIN EXISTING UNDERGROUND ELECTRIC, SERVICE *"NO DRYWELL5 LOCATED w w w w w WITHIN 20' OF TANK � SUFFOLK �. �� s; !p �E REPUTED LOCATION OF OFFICE POLLUT OVICONT OL r— EXI5TING WATER SERVICE W I PR E LOCATION: W .... !........ .. .....'. APPROVALTCCONSTRUCT FOR 2 ,9I - 0 r AS NOTED I O I ENT B1' THE SEA V Vv w w w w w w w w — W — W w w w w w 40200 MAIN F�,>D 1 , I� HAZARDOUS MATERIAL � `, .� OR ., .. . — ELEC-- ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL�C0� Board oifTrA :ee, ORIENT, NY I I 1:�-1C T-H M-22-00192 PROJECT DESCRIPTION: ..................... . ..._..................................: �.DH Job o.: - NEW GAS/DSL TANK INSTALLATION _ _ EXISTING ELECTRICAL TRANSITION AREA PAGE DESCRIPTION: . ......................................._....._.------- ---..........................................................__.._.............. ..............._.......... ..... These plans dr,%I S;??�:(�;C�?alC,r'tJ have I�Eie�ll r�?U€E7i4+E'C� cit3Cl ft3Lif?L�to be in C:QfZ'?pIlu=lf:E'with the `iu alk County S-'mit',ry Code Article 12 and/or Article 18 requirerr€er�t based upon AREA OF WOW PLAN NEW PNEUMERGATOR LG-1002 it.orinlatior, 3tibmitt=ed by the apps'cant. Tt?fw upprt val is hrnited to the construction t�f the JOB#: TAX MAP: HI-LEVEL ALARM MOUNTED IN CLEAR Ir.iwJ?'?:€z r car;;r0aterial5torcrge, 220603 1000 - 15 - q - 8.1 VIEW OF FILL PORTS DATE: SCALE: IN SET: This�:,g:rltroval to con�,ruct expirej oll ......._.......08/30/202.3 6.28.22 A5 INDICATED 2 OF 4 AREA OF NORK PLAN e"Xparr:€tiC>tt Date DRAWN BY: SHEET: SCALE: I/8" = 1'-O" l^ 08/30/2022 &FH _,._. 1� ,,,,, � , , CHK'D BY: Approval Ua��.: F>evi, ev' Engineer T G WG X�2mO [-----.............-....---......._..._ . .-.... -.._._........_ -_.-. -..... ............__.....................__-_....._..._-......................_._....................... .....,........_.........._. ....... ............. .._.....- _.._......___._._._......._..-------------... , _.—.------...._...................................................._.-- --..........---------........-.............,.,.,„,.,..,.....,,,,.,.... ,.-...-- -................. ............. ..... -.-.-.---- .... -...------------ --------------....-.. : I F'L:AT11RE5: i. (EGA.STAINLESS STEEL Si'ILL CONTAINER,5 GALLON C'APAC'ITY, _..... r”'017.750 2. HINGED,WATER T1GI€T,HATCTI ST'YI..F COVER EI,r INATT;'S WAY€F : ESU f P1"I�NT L f�T I 2 i ANI)DFBRiS I.00'1 ATsl,E FOR RFS ACCL'SS. ' 3 PttSTT DRAIN \ Q,� �, ` 1 : /." \\\ 4. 4".NPT ADAT TORS FOR PIPING r–' \ STRE.E'T'-ACCESS COVERT FRAME -1 �/ F.- r o= 4314.003 5. QTY EQUIPMENT MANUFACTURER MODEL NUMBER \ L K. TANK SOLI I PMENT NOTED: I `*' 0. US"DIAMOND TILATT.STEEL COVERAND FINGER HOLE FOR � Gt'+�`" 0. i� 11 #6 REBAR GROUTED IN PLACE ®18" O.G., : I ", .-,, - .\ RL MOV AL OF COVER. Lri I C� 11 : : : : rte'.-------= . , °r 7. 14 GAUGE 181N.SKIRT. DOWELS SHALL EXTEND 12 MIN E.W., TYP. ; I :r:€ 0 2 HP 410142-002 w/MECHANICAL i. I. THE LIQUID LEVEL INDICATION PROBE SHALL BE SET I I I;. < rc S. COATEDW1TIIRUSTPRIVENT'IVT•.PAINT'H-20 LOAD RATING 2 SUBMERSIBLE TURBINE PUMP RED JACKET : : '"'{�`_ �. MIA1)F..TR USA LINE LEAK DETECTION n TO TRIP THE OVERFILL ALARM AT qO% OF THE : '� EXISTING FINISHED SURFACE NEW 4 MIN. ASPHALT PAVING OR MIN. 8 t;t E.11 ==_ `" ' a WORKING CAPACITY OF THE TANK. '`� 4° '- HINGF..D St'1LL 2 SOLENOID VALVE MORRISON BROS '110-02001V CONCRETE TANK SLAB OR 18 GRAVEL " `° R[),;,nt,,a>LA,c}€. ' : �, SAW-GUT AS NEEDED 2. THE SEPARATION DISTANCE BETWEEN THE MANHOLE �_ ,,_,_..:.. s ",[,°K"t. ,) ^^R cox.AINI=x 1±ATcx I:, ,,A11 PRE MOULDED FILLER COVER AND SKIRT ASSEMBLY AND THE NECK OR TOP �� `it='' �' /-c[wr:uc;astir:rn.t:s.rElx.;cs'rnA 2 LEAK DETECTION TEE RED JACKET o38-072-5 g `9,�» �21'I I EXPANSION JOINT FOR OF THE FIBERGLASS PIPING SUMP SHALL BE NO LE55 ` '� `)`' ° � COMPACTED ='=' LrsV R., : : CONCRETE AREAS ONLY THAN 2" ALL AROUND FOR ALL MANHOLE COVER AND €I ri,�rr;r. a, ' /-COVr Ki,ASKPr RE"I'AINT-N a(•'DIA. (1)5FLIT PINT 5K D5L/4K 6ASOLINE BACKFILL - n/1 I / n cwr'riF I D.W. F/G TANKS CONTAINMENT SOLUTIONS ......-'a. wa 10 S s.NUT I _ 4„ ;,;/ BY MANUFACTURER SUPPLIED i 2 TURBINE ENCLOSURE , ; : 2 HUNG-YIN SKIRT ASSEMBLY EQUIPMENT I VV TANK 4.2" (MIN) - , ,, 11 I ; ; , [ • .. -', ,z..O,.R)[`�I BAI °tai/ II::::III:::.:r1''::.I. €/ €) __375 rnr,R lar UI I 2 TURBINE ENCLOSURE BY MA SUPPLIED ..............._._.._-_ _... _____...... ,4 i.:..;...;: :.... 1 5 . i . ..........._.._..-c..-= .... - asSr.a+r,i.v , MANUFACTURER SU \ N ' '''` l'V/TANK 22 ::. EARTH \\�\N # E;Q.zo s s.Bol.r_".' ,,t w.;t.nl�tra r;FcnaE. VAPOR RECOVERY MANHOLE FAIRFIELD BGSG 5 S/S w/LID ;_. `r;;:° ............._........ r >, 'it CLTiAR OPINING .n".;, u .:I[.. ::...:::., : .........-----0 13.500'._._. .. :40 (MIN) 12 t- `........ 0,375 ............._ .. ,,~ ': _... , LOCI.fAB-, .: `: l3a.::. I C € ..OI16 unt(,r .......... 2 SPILL CONT. MANHOLE FAIRFIELD BGSG-5 S/S w/LID � ; .. °' ' '°V. ,, 1 ... l 1 EW AMERON DUALOY -. i. N 2 2,........._.. ......._. 0._0 Rn.•�nBAR ''�i5 , NEW � , , AS FIBERGLASS PRODUCT LOX D.W. PRODUCT / ` 5�103.6.Q.1 FIBERGLASS REINFORCED PLASTIC PIPING. ✓" >. ., REQ'D PIPING (D.V0 AMERON DUALOY LGX s ,_ :� .a.,` , . 2"O A.O. SMITH FRP VENT I y ,..-------------- �', �BASF.ASsFMBLY , . .p . :. 11 GAIX& ,ai, .t PIPING i .`:: r, - '" '"" p 5, FIBERGLA55 VENT PIPE 5W A.O. SMI H 4 FIBERGLASS RE I NFORGED PLASTI G (FRP) PIPING 15 NOT REGtU I RED i REQ D ( ) T 2" S.W. FRP � :.- __i,u:a. .. :F ,; .. a .` :. ' < I 13 Qt}€} FiASF.<,.i:tK.GT[r 1251'I'K ` &. iiN: `G, ..,`.:;� 6" TO BE PRO�/IDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE t �E^A As TERMINATION ASSEMBLY :. .: ,,;....,-�_ P. ;." ,:. ., .. . _ a ................................................. —_ REQ'D SECONDARY TEST BOOT AMERON Tlns dnc"meat is p:n netary ane:onfidrnual.No,an of I W/TEST VALVE '"` ``�`. i s r'�;.,. T_ Q BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT• s.000 I p jj _;. ,..- . f M 1 N I I!his dnaunenl may bo disclosed m"nS nutmcr to a third `'" Y i' 11-t '` r. i .,.,,. ."r, '• :. wre3lsn con,rr.:oz Fzir€i i ill i ''a ?` �— pe.,,n�la"t,l,eprcr cd E)u.tric ; 1 INTERSTITIAL PROBE VEEDER ROOT 744380-343 PEA GRAVEL , , I .�, __,__..............._......._.._........._....._L....._........................ ......__ �.................... ,• p, I. PIPING DOES NOT EXCEED 4 INCHES I N DIAMETER. I_. .. = �7Or scAl_T r�_,w r.<,: 1 ;' :::T '" k: '. w ENTIRE EXCAVATION , ; _ `;:;^ , x cn C 6 \N ' I \ I I FAI RT TEI D IIS 1) . I Rl 15,I ; . � .. ,. :c : . ; a.FY,CwONTY.ROAD,GEORGETOWN SC 2vun € _: ! I 5 SUMP PROBE VEEDER ROOT ?44380-352 :..:.`:''::. ,: . 2.PIPING HAS A STRAIGHT RUN OF NOT LESS THAN 4 FEET ON :- ;__—: n,.Ee,,,.c-ccnin,Er.,r PIIp"'.it:K9.i:a L::n'r`......._.........1:4X:_N�31gls��lt,__ i '` e. .,. VIRGIN SOIL € :, Piat 1 : ^�.. � : W sr ... 3 ,4:Ac Ot\:—"'t , :, ONE SIDE OF THE CONNEGTION WHERE SUCH CONNECTIONS I : -P, „n= ; RGSC-5 WITHT8018MANHOLE SPECIAL NOTE: . U .141 -- M........................... R11'.PYV 2 MAGNETOSTRIGTIVE PROBE VEEDER ROOT _ �^' ,r......:......... r r .—,1; 846340 107 ":: .>es::r., . EXTENT OF " ................................. _—_ —. _. ra'enn�m, .-. .c. 4 NTS; Dlzlozn-s , fid:is TRENCH NOTE MAINTAIN 18 VERTICAL RESULT IN A GRANGE OF DIRECTION. L I :......._...-._..:. _.�_:. :. _.....—..�>€7.000_.........................� .til - ,,,.,,,...: ; . ;': EXCAVATION uE : ._......._. : ' ' ::, \... x, PIPING TO BE INSTALLED SEPARATION BETWEEN ............................... .. . ........................._. ...........--.......-........._ _ ---- , I HIGH LEVEL ALARM PNEUMERCATOR LC1002 I ,.--_........_.-.... . ...._...........I...... ............ .............----- ._.. . ......................... ........... ................ .,. ,.:n' ;` ">, ' ° :. AS SUMP ENTRY BOOTS F-07-F FOR FLAT SIDED SUMPS ' ". \ FILL BOX DETA DETAIL �.:,i V 1. ,. is OR AS INDICATED PER THIS DETAIL AND LISTED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER BRAVO ° REO'D FOR CONDUIT F-07-R FOR ROUND SUMPS `'I,i`"'' F: ' k g. „ > \ z : DISPENSERS AND SUCTION PUMPS, AT SUBMERGED PUMPS AND A5 SUMP ENTRY BOOTS BRAVO F-20-R FOR FLAT SIDED SUMPS `., %` � :. >.\, I TANKS, AND WHERE VENTS EXTEND ABOVE GROUND. NOT TO SCALE REO'D FOR 2" S.W. FRP .1 t` AS SUMP ENTRY BOOTS :r ;.. DIVERSIFIED PRODUCTS DPMSD-3.0 t EY 1vT1 Pzz ::::: REQ'D AMERON LGX '' 11 AS FLEXIBLE CONNECTOR HO5EMA5TER FIRE-SHIELD +/- SLA READ PROJECT INFORMATION: TANK SLAB 2 BALL VALVE MORRISON 641855-OaCOV CONTRACTOR INFO: MS. JEANNINE STALLING5 2 SUMP ACCESS MANWAY5 FIBRELITE 40" - FL 100 SEASCAPE PARTNERS NEW 2" AMERON DUALOY LOX D.W. PO BOX ILL, 264 RON TERMINATION ASSEMBLY W/TEST VALVE FOR TESTING OF PRODUCT PIPING w/DIVERSIFIED 3 SUMP AGGES5 MANWAY5 FIBRELITE 30" - FL 760 WATER MILL, NY 11476 SECONDARY G MENT. AFTER TE5TIN&�BOOT SHALL BE (631) 257 - 1150 PRODUCTS DPMSD-3.0 FLANGED Q SLIPPED OUT OF7FOR PROPER FUNCTION OF SECONDARY ENTRY FITTING N I DISPENSER DRESSER WAYNE G5203D/27GGJK/ASWI JEANNINE@SEASGAPEPARTNERS.NET CONTAINMENT. TWIN HOSE NEW 2" DIA. BALL VALVE — :1 I DISPENSER SUMP PGI CL5-15426OR-55 // : � I z ; ! : : i � . � : I : .T 2 HOSE REEL HANNAY SSS20-30-31-15.5A ; : / — — — — — — — — — — — — — NEW VEEDER ROOT SUMP SENSOR TO BE PRODUCT DISTINC705HIN6 AND RIGIDLY MOUNTED NEW VEEDER ROOT SUMP SENSOR TO BE PRODUCT DI5TINGUISHIN6 AND RIGIDLY MOUNTED / NEW 2 HP RED JACKET SUBMERSIBLE TURBINE 2 MECH. OVERFILL OPW . 1 „ PUMP w/ELECTRONIC LINE LEAK DETECTION I 7150-4100 NEW 2 HP RED JACKET SUBMERSIBLE TURBINE NEW 2" DIA. \\ 2 PRODUCT SHEAR VALVE OPW 10 SERIES /TIGHT BALL VALVE n 42 IA. IQUfb PUMP w/ELECTRONIC LINE LEAK DETECTION NEW D L NEW 2 AMERON DUALOY LOX D.W. Y_ FIBERGLA55 TU INE SUMP PRODUCT PIPING w/DIVERSIFIED PRODUCTS REV DESCRIPTION By DATE NE ORRISON SOLENOID;VALVE NEW MORRISON SOLENOID VALVE DPMSD-3.0 FLANGED ENTRY FITTING I VAPOR EXTRACTOR FITTING OPW 233-4422 HOSEMASTER F�ISLE FIRE-SHEILD!CONNECTOR - SEE NEW RED JACKET 038-0-12-5 LEAK 1 PRELIMINARY DESIGN GFH 6.28.22 ,_......,,.i, t 2 TIGHT FILL ADAPTER OPW 615ALP-1020-EVR GODS 5'103.6 .I, THIS PAGE AETECTION TEE k1 NEW RED JACKET FXV I %:-~""' 2 CONSTRUCTION DOCUMENTS GFH 7.20.22 NEW FAIRFIELD B65G-5 SPILL : AMERON TERMINATION ASSEMBLY W/TEST VALVE FOR / NEW VEEDER ROOT ',r o�p MLLD LEAK DETECTOR QO : CONTAINMENT MANHOLE /:t TESTING OF SECONDARY CONTAINMENT. AFTER TESTING, MAGNETOSTRIGTIVE PROBE { li, ° TANK f?EFLEGTION RISER PORT ! } ° 2 FILL GAP OFA 634TT-7o85-EVR O 2'-O' o --NYV EXPLOSION PROOF JUNCTION BOX ON TANK CENTER LINE,I TYPICAL o BOOT SHALL BE SLIPPED OUT OF PLACE FOR PROPER N NEW EXPLOSION PROOF _ FUNCTION OF SECONDARY CONTAINMENT. PRESSURE VENT GAP OPW 723 (GAS) N �A - —CA �'' ' NEW EXPLOSION PROOF c� t JUN.TION BOX �' Y . . z % °° NEW 2"O `�;, JUNCTION BOX ,/.....°-`..�.,..__. / *r� BRAVO F-07-R FRP "'•." NEW 22"LIQUID TIGHT FIBERGLA55 TURBID SUMP H05EMA5TER FLEXIBLE I OPEN VENT GAP OPW 23 (DIESEL) �, A.O. , BRAVO F-O"1-R FRP;FLANGED ° FIRE-SF+EILD CONNECTOR- SEE \ FLANGED ENTRY FITTING SMITH ENTRY FITTIN y ° I NEW 3/4"� 6R8 CONDUIT VAPOR BRAVO F-O'!-R;FRP GODS 5'/03.b.�i.l, THI5 PAGE RECOVERY FLANGED ENTRY FITTING NEYV 3/4"�.CRS CONDUIT NEW VEEDER ROOT I \ 4 SPARE PIPING \ . MA6NET05TRIGTIVE PR05E 14L 1� PI�® B &�A I� PR®®UGI D I BT INC U l Sb I1\I NEW 3/4" DIA. GRS CONDUIT / I ��® RII®L,Y ®�� � 4" SPARE NEW 42" DIA. LIQUID TIGHT 22"� MANWA`( ' FIBERGLA55 TURBINE SUMP NEW VEEDER ROOT \ `� , 22 O MANWAY : : NEW VEEDER ROOT SUMP 5EN50R TO BE PRODUCT D15TIN6U15HIN6 ANNULAR SPACE SENSOR NEW RED JACKET 038-012-5 LEAK DETECTION TEE w/ ; ; ; \ ;AND RIGIDLY'MOUNTED I"ABOVE SUMP BOTTOM NEW RED JACKET FXV MLLD LEAK DETECTOR NEW 2"(P A.O. SMITH 5.W. FRP — — — — — — — — — — --- — — — — — -- — VENT PIPING (FROM 57 PREMIUM X-14 N1_ GASOLINE TANK) \ ' BRAVO F-20-R FRP TANK DEFLECTION RISER PORT NEW FAIRFIELD B65G-5 i\ ; FLANGED ENTRY FITTING ON TANK CENTER LINE,TYPICAL VAPOR RECOVERY MANHOLE. NEW 2 4r A.O. SMITH S.W. FRP VENT S, PIPING (FROM 5K DIESEL TANK) �1FTYPICAL 12,000 GALLON SPLIT (SIG DIESEL/�{K REGULAR C"a:14SOLINE) DOUBLE WALL FIBERGLASS STORAGE TANK ` SCALE: 1/2" = 1'-O" ° . c\ a d ' Im 1z, sr ` ,. " X NEW FAIRFIELD BIS STAINLESS STEEL '' :", . 5PILL CONTAINMENT MANHOLE. HINGED LID IN 1� 11 I �? NEW 40" WATERTIGHT MANHOLE BY FIBRELITE NEW 22 SUMP, TYP 2 PLG5 :.\i 1 \ -DEFLECTION RISER PORT ON TANK CENTERLINE, TVP. MODEL# FL 100,TVP. 2 PLGS. „ . \:,. NEW VEEDER ROOT MA6NETOSTRICTIVE PROBE NOS i " DENOTE5 HOLDOWN LOCATIONS. CENTERING BLOCKS TO BE REMOVED TANK MAT IS THICKENED TO NEW 40" WATERTIGHT MANHOLE BY NOT ALL EQUIPMENT SHOWN FOR COUNTERACT UPWARD BOUYANCY ` SEE MFR'S INSTALLATION GUIDE BRAVO F-O'7-R FRP AFTER INSTALLATION, TVP. ALL CLARITY,SEE SUMP' EQUIPMENT PLAN `� �,` *SPECIFICALLY FOR THIS TANK FIBRELITE MODEL# FL 100 FLANGED ENTRY FITTING FILL/VAPOR RECOVERY MANWAY5 NEW 2 HP RED JACKET SUBMERSIBLE PUMP W/ FORCES OF THE TANK MECHANICAL LINE LEAK DETECTION FOR FURTHER DETAIL. ., i;, FOR TYPES 4 LOCATIONS NEW 2 HP RED JACKET SUBMERSIBLE PUMP W/ BRAVO F-20-R FRP 1� ' • MECHANICAL LINE LEAK DETECTION FLANGED ENTRY NEW 50" WATERTIGHT MANHOLE BY DEFLECTION RISER PORT ON `, ', 1111 NEW VEEDER ROOT MA6NETO5TRIGTIVE PROBE f —FITTING FIBRELITE MODEL# FL 760, TYP. 2 PLG5 TANK CENTERLINE, TYP. 2" MIN. SEE NOTE #2 ON RIGHT `\ \, ' ,_+ \,,,• „ a d °• e. ' ... ,�' <. 4e, ,G e , .a. e' .' . ' <d .. . • ^ d '•a 'e. a, • .•d .e e 8 e d , .. d a e, -0 d . e d e ' 'e . ,' ' e . '• .° a e.• . a ' ' . • .e, •:a e . , • .. d cl DEPTH TO TANK/15LAND MAT, REINFORCED w/6x6 • - •• a a • ' e d, e , e ' d .a. '. .•' 'a •e , • a •e d .d; e.' .. ..e e' e e . d .a,. a .e .• a. .,d e• s.A GW<5 10/10 W.W.F, 4,000 P51 GONG. ® 28 • DAYS TANK MAT SHALL SLOPE 1/8" P/ ~ `~.... \ : ......... .... NEW 42"d) LIQUID TIGHT FIBERGLA55 17 FOOT AWAY FROM ALL MANHOLES. 2" MIN. ~.N-` NEW 2 i_ "" EXPLOSION PROOF TURBINE SUMP _,_.. „., _,_~~~ TYP. 4 PLG5 TME r - \.. A.O. JUNCTION BOX, AQ ( -"w~"1 SMITH NEW OPW 615ALP-1020-EVR SWIVEL NEW 42"O LIQUID TIGHT FIBERGLA55 " P E , soc S - TURBINE SUMP VAPORI FILL d OPW 634TT-"1085-EVR FILL GAP \ __ PEA GRAVEL z €. RY ; € w w•-- •• BACKFILL TO - LABEL SHOWING ;HAT THE TANK WAS ; PIPING BRAVO F-O"1-R FRP I BRAVO F-0"1-R FRP UNDER SIDE WET-HOLE TANK INSTALLATION PLANNING & DESIGN FABRICATED IN ACCORDANCE w/ H05EMASTER FLEXIBLE FIRE-SHIELD FLANGED ENTRY FITTING I FLANGED ENTRY FITTING OF TANK MAT QQ REQUIRES A PRECONSTRUCTION UL-1316 AND UNIQUE SERIAL NUMBER CONNECTOR - SEE CODE 5"I03.b.g.l, s �_ mr MEETING 256a ORINOCO DR.BRIGHTWATERS,NY 1118 THIS PAGE NEW VEEDER ROOT SUMP SENSOR " PROBE,4 PLACES NEW 2 0 A.O. SMITH 5 w. FRP VENT OFFICE: (631) 665-9619 PIPING w/BRAVO F-20-R FRP NEW 2" BALL VALVE FLANGED ENTRY FITTING Glenn@grahamassociatesny.com 11---k — I A---k A---Ill, A---k A--'% A—% A--'% " ,--i A r­x A� 1­x I I . - I . EXTENTS OF EXCAVATION t "RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING 2" MAX ; 'ENVIRONMENTALENGINEERING 'PETROLEUM SPECIALISTS j ; NEW 2 BALL VALVE EW 2" AMERON DUALOY LOX D.W. 'ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP + DUCT PIPING "ALL PHASES OF EXPEDITING ' � I i : : � : � � : : i I / : : : � i ; :FOLLOW OSHA DIVE ED PRODUCTS DPM D-3.0 �!1�� REQUIREMENTS FOR / x FLANGE NTRY FITTING SHORING (AS NEEDED) NEW 2' AMERON DUOY LOX D.W. OPW MECHANICAL FILL LIMITER AMERON TERMI TION A55EMBL W/ /' `� ''� / PROD G PIPING iso.„".l:`'.sN..L� W. �.: RAI-I1'��., , _ES. MODEL #7150)-4600, TVP. 21 PLG5 //��//��//}�� /� TEST VALVE FO TESTING OF DIVERSIFI D PRODU T5 DPMSD-3.0 /Y./Sl 0 C�l4L ON SECONDARY GON INMENT. AF R ' NEW 12K D.W. FRP DUAL COMPARTMENT ��yy �}y I FLANGED N Y FI T'E5TIN6, BOOT 5H L BE 5LIPPE " ` { "� sR . A . TANK AS MFG Bl' CONTAINMENT SOLUTIONS ' ' � SG/0 0 GT L.�.ON AMERON TERMINATION ASSEMBLY W/ D f L. OUT OF PLACE FO PROPERGEORGE ±} T \T P.M. \\\ I• TEST V,4LVE TEST N6 OF f FUNCTION OF SEGO ARY 5 U F F O L K C O U N T Y 4 P P R O V A L S T A M P /, � CONTAINMENT. Q T.... :) I �+ , \ ,t R ��d� A SOL INE SECONDARY ON AIN NT. AFTER I , ST®RI�1� _ .: .A €. � o , P. L�'1 . IS TESTING, BOO SHALL E SLIPPED \\ � o R\� T " s r �E Q FILL RISER NOTE: \ \ MIN 17 I R� OUT OF PLACE F R PER 4 �, �' :.. ..n... N, R.A. 4" GALVANIZED FILL RISER (GAS) ' / i FUN O OF II �''�+ ^ ^�° a a .� € : GTI N : .Y �N� YVol� C,t�€RR '� i°..� � a s �.� � ��. s &S ia,; SCHED 40 BLACK STEEL (DIESEL) I \, i I ? ! CONTAINMENT. �� Y �\� T�4N�G ' T C14RRY ♦ `v OFFICE F POLLUJITE N CONTROL __ ;\ \ \ UL.131� �.143t. FSO LOCATION: q . �\ € IL" :. Q £ —.� }gni AmOVAL i 4 ix.t .F'lt, T .a/ CONSTRUCT P`R R � 1 1 gtp.� FOR I 1`�1 L � NOTE: HE TANK TO . SOIL AT THE LEVEL OFT \, \ / \ / \ ; i i O , I ENT E3`I' THE SEA BE CLASS A-65 OR BETTER , ;-/ .� ,' LIQUID LEVEL PROBE WILL TRIP OVERFILL o E X ' / ALARM AT 410% OF THE WORKING ; \ +� NOTED I / -.._ 4 �/ CAPACITY OF TH5 TANK y c I i 02., , : \ 00 MAIN RID �( 0 . \ � i i is a FILTER FABRIC TO LINE ENTIRE 13 2 0 9 S €D ,Ll, 3 \ I NT N EXCAVATION DUE TO PRESENCE OF I -- __. �+ ORI Y II�i�1C \ € : _ Ac. \ = X 'c.l e �. / ♦ 1,01)L 101 :V:I . WATER. INSTALL A LAYER OF FILTER i _ XX _ PROJEC DESCRIPTION: �4 - z .flQ = z ,z<i- z: Q . z s TH M 22 1 2 € ,tet 00 9 F R HE ENTIRE �o RIG OVER THE %`� � � � � � ' � N GAS EXCAVATION. ALL JOINTS IN THE � \ , � `—' � � --I � '�. /DSL TANK INSTALLATION ♦ --rim I. .� . D BE . : A FABRIC SHOULD :.:. .,• - ••• .:.._,.•. P GE DES RI FILTER :.,. . C PTION: L :; .. , t .. :s:..• .E I !. ' aL c( ,C3CI 1)"u� n rev f ;I I . x .. .. , . .. , . ,. •`�_"•�'�'• 1. (� beO e ���€�d c)ITG� G)L€ to �S� n C4JI"='€TI(TETce v, ,.i•€ E I t A C ,. _ r. 1 OVERLAPPED 6 12 INCHES. LL FZ1.. TAN K �. DETAILS \ DE ,: L . ......:.. r ..:. . :.,..:•....: . ... ... .. ....: .' .�` -rte , r. .... I 11 T! S :GI, RC1 1 € ,C�E'. F"€: 11 £' �� 8 �1 r�F t C t aC 'IF^ 1 u r�I3Tc�n €: ONTO THE TANK \ ° � is d FABRIC MUST LAP O .. ... .. .. : .. .:. 3 7 \ . t: .. . .. .. :.t•. :/ . �. F JOB#: ii ;: a 7 , , . •i'• F" r-i e N SURFACE A %0.%ff% x: XGPrVATlO 5 '[•• AND E TAX A - r MAP: €t1�''3" `i E r ct r i' (. TT1. 1 £f3 d11 13 )i ) c �'y�'` 3 , I� t ,� T T� f i, s f . .r; r i 7 tee to t c x t 1 t i e c3 c'. i ) t t' ;.. .'.,M�i ...". `\ I r Y" MINIMUM OF 6 INCHES. �' , _ .'a T. rlfi �r 220603 100 M ,"<' r• O 8.1 :; :a DATE: SCALE : IN 1SET: , 1. , , .. . ,. :. ,• ..l , ,.. ,,..,..,•a y� •4' Xy, 2OF 4 •r .., .. i ., ..- .. •..,�....'' � .. '.� yJi a'C 1,+construct .€ .1 it ,j. \ ., , f .. s 1 f DepirC tin Date DRAWN BY: SHEET: I. \\? \% \� \f \�'�\ NEW VEEDER ROOT ANNULAR SPACE SENSOR IMPACT PLATE,TVP. 4 PLGS (2) DEADMAN 12 X 12 X 18 \' 'f.. ' / \' \� i. \\\\� \ ^\\' \\\ \ 24" COMPACTED PEA : ' \\� \ \ GFH :\ \, \ \ \ \\ / / GRAVEL FILL ,\ \ 08/30/2022 ,' \: TYPIG14L 12,000 GALLON SPLIT (4K REGULAR G460LINE/8K DIESEL) DOUBLE WALL FIBERaL14S6 STORI4C:E TANK \' �\ ' 4 '! \ � \ ��I:IOv,f �, �r Rc;;4:�vEi,;ineer `� CHK'DBY: X� 300 SCALE: 1/2 = I-0 �..�. � .. \ T f �_?,I~a A% NEL K GALVANIZED STEEL RISERS w/OPW •723 PRESSURE VENT FOR GAS 4 OPW 25 DIESEL OPEN VENT FOR �'A � 0�� \ OF NI. � f 2"4) GALV STEEL PIPE CLAMP, TYP NEW &ALV. STL. STATU5 INDICATOR L16HT5 LIQUID CRYSTAL VENT RISER DISPLAY FOR \ FRP PENT PIPE STATUS AND BELOW GRADE, TYP PROGRAMMING �.. PNEUMERCATOR REMOTE '�:,...:'� '.,' .:; ,Fk ,.,.n��,. .<:. Via' �...\ ,c:: _.� • SYSTEM PRINTER ❑111-1 ❑❑❑ ANNUNCIATOR OVERFILL aOfx PROGRAMMING i ALARM PANEL MOUNTED o ❑❑❑ ❑❑❑ GALVANIZED STEEL SWING JOINT 000 ❑❑❑ KEY P DS ER , .� ❑❑❑ ❑❑❑ ve SLOPE VENT PIPE DOWN ' ? ' I/8" PER FT TO TANK, TYP p `, e . i CONTROLLER NOTES: GALV STEEL VENT RI5ER U.L. _ v:'' I. NATIONALLY REG06NIZED TESTIN6 LAS U L 5L04. 1 v„ ,., •. :"'"', :.,",' ,',:�" Q 2. SYSTEM SHALL SE ABLE TO D15TIN&UISH BETYCEN ( AT LEAST 15 FT ABOVE GRADE, TYP CARBONS :::: '•: THE SENSING OF WATER AND HYDRO STEEL OR055 BRACE 3. EXI5TING SYSTEM 15 APPROVED FOR USE w/D.W. 3 5.W. \ 3'-0" AND 5'-0" ABOVE GRADE FRP TANKS. ; 2"0 x 8'-0" GALV STEEL SUPPORTS EQUIPMENT NOTES: W/ WATER-TIGHT GAP 6 FT ABOVE I. (2)SERIES 64-0 MAGNET05TRICTIVE PROBES. GRADE, TYP. TON PROBE5. " " m, .. ,g <.'.. 2. (5)SERIES'1443 SUMP LEAK DETECTION 12 x 36 GONG FOOTING, TYP _'' . .. �. 4, 3. (U OVERFILL ANNUNCIATOR w/AGKNOWLED6EMENT 5WITGH. < < "\ TANKS IOK AND OVER SHALL HAVE A 3"0 VENT LINE, V � � OOT TLS 9 3�O PAN L ELEVATION UNDER [OK SHALL BE A 2"0 VENT LINE. SEE PLAN FOR �. .. NOT TO SCALE LOCATION AND NUMBER OF RISERS. Q PROJECT INFORMATION: TYPICAL. YENt RISER DEt:41L CONTRACTOR INFO: NOT TO SCALE M5. JEANNINE STALLING5 SEA5GAPE PARTNERS Q PO BOX 1264 u1 WATER MILL, NY II476 (631) 23-7 - 1130 4 JF-ANN I NE@ 5EA5r-APEFIARTNEF,5.NET in CENTERING BLOCKS DRESSER-WAYNE RELIANCE NEW OPW 61V5A-MA VAPOR SWIVEL k AS PER MFR, TYP. G52O5V/2'7GGJK/A5WI " DIA x 36" OPW III IT-'1085 EVR VAPORGAPDISPENSER �r:2 ONG. FTG, MIN. 2" CLEARANCE BETWEEN NEW 30" WATERTIGHT MANHOLE FILL/SPILL BUCKET AND MANWAY SUFFOLK COUNTY ' REV DESCRIPTION BY DATE 1 PRELIMINARY DESIGN GFH 6.28.22 BY FIBRELITE MODEL# FL '160 SKIRT, TYP. ALL FILL PORTS APPROVED 'NO SMOKING' SIGN IN VIEW OF FILL 0 NOZZLE 2 CONSTRUCTION DOCUMENTS GFH 7.20.22 , i NOZZLE W/BREAK- . 4 G• o < AWAY COUPLER 4 (1) E' r. ...... " 100' HOSE IN HANNAY NEW F.AIRFIELD 0650-5 55820-30-3I-I5.5A STAINLESS STEEL VAPOR LIr''' WARNING HOSE REEL BOLTED TO RECOVERY SPILL BOX w/ NEW 12" THICK REINFORCED GONG. PAD w/(4) 3/8" HINGED LID GONG. TANK/15LAND MAT, NO SMOKINGOPOTOR 5/5 MASONRY BOLTS TYPICAL PENT RISER ELEVATIONS REINFORCED w/6x6 10/10 - - �• � NOT TO SCALE W.W.F,4,000 PSI GONG. ® 28 GROUTED IN PLACE DAYS TANK MAT SHALL SLOPE 1/8" P/FOOT AWAY NEW 2"0 A.O. SMITH S.W. FRP FROM ALL MANHOLES. STAGE I VAPOR RECOVERY w/ BRAVO F-20-R SUMP TRANSITION TOP OF DISPENSING SHEAR VALVE To BE INSTALLED BOOT ISLAND w/SHEAR GROOVE FLUSH TO 5/4" �I r 11 BELOk'TOP OF ISLAND (OPW #IOBH SHEAR VALVE) PART OF TYPICAL VAPOR RECOVERY MANUJAY DISPENSER DISPENSER INLET PIPE INDIANA SEAL COMPANY COMPANY MODEL#156-32-TP NOT TO SCALE GRADE SUMP WALL \ ••, ,.•, SEAL SPACE BETWEEN 3/4'• wlrr+TEST PORT FOR COMPRESSION RING PGI GLS-1542600R-55 DISPENSER AND ISLAND TESTING OF 5EGONDARY �/ • WITH SILICON OR GROUT CONTAINMENT. AFTER BAND CLAMP SILICONE \ '•..• DISPENSER P TESTING,BOOT SHALL BE SLIPPED OUT OF PLACE FOR �` ,• PROPER FUNCTION RUBBER PRESSURE RING TOP OF DISPENSING ISLAND SECONDARY CONTAINMENT. �'' 'km DISPENSER ISLAND DETAIL RUBBER Boor tea, ,, STABILIZER BAR NOT TO SCALE o 0 0 � '� z< � •" ~�\�" PIPE SUPPORT BRACKET GRADE o o .W GI- 1542(20R-55 DISPENSER SUMP \` :'g4�` GLS Z. ,.PRODUCT PIPING ENTERING A SUMP SHALL . \ °s 3/4" DIA 6R5 CONDUIT TO`g< \\ � EMERGENCY SHUT-OFF SWITGHr::, l., ._, ;, :BE IMMEDIATELY TRANSITION TO WITH BRAVO F-01-F ENTRY` ', ;, , GALVANIZED STEEL FOR GASOLINE OR SCH. BOOT ..,40 BLACK STEEL FOR DIESEL. 05URE OF CONTRACTOR SHALL MINIMIZE EXP ............._................ ......... 3/4" DIA GRS CONDUIT TO,,'- .......... 'r FRP AS PRACTICALLY POSSIBLE. ALARM PANEL INSIDE ATTENDED.! INSIDE CONTAINMENT SUMP -0. \` OUTSIDE CONTAINMENT 5UMP . GONG. PAD ABOVE TANK TO EXTEND AREA WITH BRAVO F_ '7-F _ '.': `'"DIVERSIFIED PRODUCTS 24" BEYOND TANK EDGES ENTRY BOOT 'r F: \� .:a DPM5D-3.0 ENTRY BOOT SUMP TO GRADE (BEYOND) EXPLOSION-PROOF JUNCTION BOX •, " moi..;:, ,:.,,,, ',i' . �,;\// BULKHEAD FITTING TAKE-UP ASSEMBLY PROVIDED BY VEMER ROOT SUMP SENSOR TO BE:fl<..., : . MEW 2"DIA AMERON DUALOY LOX PRODUCT PIPE FLEXIBLE ENTRY BOOT FOR Am CONTAINMENT SOLUTIONS F.,; PRODUCT DISTINGUISHING AND RIGIDLY;;'„ , -;<„ �, ;; :.. ..a^I/DIVERSIFIED PRODUCTS U8D-2.4 SUMP ENTRY BOOT MOUNTED 1° ABOVE SUMP BOTTOM Q CONDUITS 4 PRODUCT PIPINGA QSO SPLIT-5TRAP ANCHORING SYSTEM H05EMASTER FLEXIBLE FIRE-SHIELD`; -e, .;'.t....F.-, 't z v\�/ NOT TO 50ALE PROVIDED BY CONTAINMENT �. `,...•,.�..... `...':` :::.F° `:'.. -.:: ::` . \\ CONNECTOR w/ NEW YELLOW JACKET\ SOLUTIONS ISOLATION JACKET, TYP \ \;` •/' ,iAMERON TERMINATION ASSEMBLY W/TEST VALVE FOR BRAVO F-01-P, FOR CONDUITS INTO ROUND SUMPS \ \� f TESTING OF SECONDARY CONTAINMENT. AFTER TESTING, BRAVO F-07-F FOR CONDUITS INTO FLAT SIDED SUMPS PLANNING & DESIGN BOOT SHALL BE SLIPPED OUT OF PLACE FOR PROPER BRAVO F-20-R FOR 2" FRP INTO ROUND 5UMP5 12" MIN. PEA GRAVEL AROUND ALL SIDES FUNCTION OF SECONDARY CONTAINMENT. DIVERSIFIED PRODUCTS DPMBD-3.0 FOR LOX 256a ORINOCO DR.BRIGHTWATERS,NY 11718 PROPOSED DOUBLE-WALL OF EACH DISPENSER SUMP WIRE-TIE HOOK IN ANCHOR POINT TO FRP AGE TANK Glenn@grahaOFFICEmassoc atesny com PREVENT SLIPOFF, HOT GOAL TAR STORAGE TANK COATING TO PREVENT RUST NOTE; DISPENSER SPILL CONTAINMENT SECTION FOR ISLAND DISPENSER WHEN INSTALLING PIPE INTO ENTRY BOOTS, 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING NOT TO SCALE PIPING MUST BE LE55 THAN 15 DEGREES FROM PERPENDICULAR TO SUMP WALLS *ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS STAINLESS STEEL ANCHOR GLEV I S 'ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP 'ALL PHASES OF EXPEDITING SEE TANK SECTION FOR NUMBER 6 SIZE OF DEADMAN. ALL DEADMAN SHOULD SIZED PER CONTAINMENTSPECIFICATIONS GLENN N W. GRAHAM, P `�-ES• (2) #6REBAR BY 24" LONG � U � I° O �. K riOUNtY � PPROV � L St .4MP P �� � � r't, m GEORGE 11011ENSTEIN, P.M. COMPACTED PEA m PAUL..I . .:'�. a U M .: , P.M. GRAVEL - :24" MIN. BEDDING ,. ,. ,.. MICHAEL .�`.< �. ..�I��.� , � ....�. . (2) #6 REBAR BY 24" LONG 5�03.6.q.1 FIBERGLASS-REINFORCED PLASTIC PIPING. .I � NTY EPART NT O EALTH SERVICES 1/2" STEEL PLATE 1/2" STEEL PLATE FIBERGLASS-REINFORGED PLASTIC (FRP) PIPING 15 NOT REQUIRED OFFICE OF POLLUTION CONTROL �' I� � SIDE VIEW END VIEW TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE r 1= R mJE� CATION: TO CONSTRUCT �ONT3Y T S IDEA®1`°IAN DETAIL BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT: �i NOT TO SCALE EA �` I. PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. 40200 MAIN RD CONTRACTOR SHALL FOLLOW COWAI*eW 5OUMON3 WIDMIMS FOR TANK AW-+MNS. TOXIC/HAZARDOUS � s 2.PIPIN6 HAS A STRAIGHT RUN OF NOT LE55 THAN 4 FEET ON I �� � � _Y R I ENT, NY I I�f-7& ONE 51DE OF THE CONNECTION WHERE SUCH CONNECTIONS " T-HM-22-00192 Boardc rru ;l ROJECTDESCRIPTION: RESULT IN A GRANGE OF DIRECTION. 6 c >; GAS/DSL TANK INSTALLATION IN LIEU OF THE MINIMUM 4-FOOT 5TRAIGHT RUN LENGTH, APPROVED PAGE DESCRIPTION: /� T1tr:Se �":!�1r3S c3r1?„�;;;E?.:i(iC4x''iOCt;;F1Gat€:+ been rE't+'i!?4'LeCI �331£�fG3Llf7CI t0 I38 €1'4 C0CF1p11��[1C8&y`II;I1 tIi\�. TANK DETAILS AND LISTED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER S:.=ff'otik County fiamit aryf Code Article 12 and/Or Article 18 recluirernents based upon DISPENSERS AND SUCTION PUMPS, AT SUBMERGED PUMPS AND info-r-m tion suh mifted by the �=�zpk:ant. This cp,oro ,1 i:, limited to the construction of the JOB#: TAX MAP: TANKS, AND WHERE VENTS EXTEND ABOVE GROUND. T xk1ffc,zcwdo;,s Matericlt St:�roge. 220603 1000 - 15 - 1 - 5.1 DATE: SCALE: IN SET: This approval 10 construct e:xnires Ort 08/30/_20_23 6.28.22 AS INDICATED �4 OF 4 f),,Nration Date DRAWN BY: SHEET: 08/30/2022 GFH A I:xrOE'?! C?ate � ii Ett ,3nCer CHK'D BY : X�4mO 1 L GWG