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HomeMy WebLinkAbout1000-57.-1-38.3 OFFICE LOCATION: ®��rg 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 COUfVT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for CONKLING ADVISORS, LLC SCTM# 1000-57-1-38.3 Graham Associates on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to install one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 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 proposed action is EXEMPT from the LWRP review. 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 Town of Southold R \I E LWRP CONSISTENCY ASSESSMENT FORM NOV 3 0 2023 Sournoia i uwn A. INSTRUCTIONS Planning Board , 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si iigt ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 57 -1 _38.3 PROJECT NAME Brick Cove Marina The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Installation of(1) 12,000 gallon Fuel Tank and (2) Dispensers Location of action: 1760 Sage Blvd.Southold, NY Site acreage: 12.32 Present land use: Boatyard and Marina 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 applicant: Conklin Advisors LLC c/o Andrew Salomon (b) Mailing address: 1760 Sage Blvd. Southold, NY 11971 (c) Telephone number: 631-477-0830 or Andrew@Brickcove.com Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ 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: 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 A new fuel dock will prove public access to fuel marine watercraft. It will limit the potential for fuel spills as some customers currently try to fill boats using portable containers. The fuel dock will be managed by trained and dedicated fuel attendant. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable •E 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 The fule tank is located underground and dispensers will not be a detriment to any Scenic Views 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 ❑ Not Applicable The installation will meet FEMA Regulations. The tank is anchored to compensate for buoyancy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable The tank and its components are double wall with multiple means of spill protection and management. 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 III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No ✓❑ Not Applicable Attach additional sheets if necessary 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 Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable A fuel tank with dedicated attendant will minimize chance of fuel spills. 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. n ❑✓ YeEl No❑ Not Applicable Facility is open to the public 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 ❑ No ❑ Not Applicable The fuel dock would be consistant with other marinas in the Town. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ 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. ❑Yes ❑ No❑✓ Not Applicable 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. ❑Yes ❑ No ❑✓ Not Applicable PREPARED BY Glenn Graham TITLE Project manager DATE 10/24/23 v � - 9EE SEC_NO 065 _ 2 ' -' ,,. .. :. wzrd osaerw�•ee a ae r .` _ ,•i Z SoUNL ls"PNI) SHELTER t w• ,. .: _ — w COUNTY OF SUFFOLK k> N rpncE woo 0 - ... 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INSTALLATION SHALL MEET ALL - - - - .. _ '•-' unLm• omAl�®s � THE REGUIREMENT5 OF THE L monde BETavinan,mMoMSMaro SUFFOLK COUNTY DEPARTMENTi y' smiu wnenraaa raw�mae OF HEALTH SERVICES ARTICLE 15 r a nova i e Lanw.LroE'rs nTTo STANDARDS 6 NFPA STANDARDS DI.E RauunoxAR+.eAs.� 50-2000 4 BOA-2000 DmrH TD aaa]mwnrm e�Drt+ 4�__ � '"�� .. � • �rHaTO.eMTeels eBVJ,xw s•ac As rsa ornlre d¢ of _.,. �� .' - _ _• DIPIb'J[aP ALL pzES AxD uFieTAIXL ExLAVATm M,HwL __ - -• ^�• .' , - - - I au"�'iT°Ins'.a;rvAna "'nm,_,v ee aN.uY�n.aeD cP c.P •• .,�. r _ I 9 coxmA VA 1uLL HAI2 xn owl AwuNao•EHn roR Tle 36'MIN FENCE ___ 11 • ,,.Jf @TAx AM'w1OPIT�MGVDBI:K 9ULM DI�IOSAL PXAvwnON � 1 •••,' �� � �� .. -.-- •, �rIAI.L YOUrD tbNTAwxwreD,owsewu WOVEN WIRE FENCE MIN 14 I2' ', � _ xArmiEiu mmG AxD asrOSAL nIAT MY APPLr SAUSE N MAX b•MESH SPACING) WITH FILTER f is•n°. � .r I.ALL 6rLTRIGL PniAWTlDrO Ar0 B]nPrea�S Swum R L4 REBAR,TYP.]BAL �....._.. - ¢o6iKNorMMrAOEO MAu.Cim/uCE w,x wPw TO.rA,IDIIAI. - I - CpJLATmT1ESR,WvINZ D.MVR=To - '�IT�pe'aiwre Ln�MTertneom To HAY B 2 _.•r :' i " NSOf : .-R. p Z W TIP o M� _ GRAHAM FLOW pG1.AvbTIW PRGr�XJO Mm LRTTB. ISTURPFF•D 6RON•D _tir \_ \\ .' A \C� CT�A\ �C■ I-I1- _ _ L aAJ AJO Vii i1V Ew�B�Eunu aA�D�n coN�AL ID—D I- 1=1 III— b T m. / wsh \ Atm�ruaL ELiAx.0���,IrMi.aa EMEED PILTER,CtOTN: - I - A MIN DP b•INIII-1 I I—I� —PLANNING&DPSIGN— M 256a ORINOCO DR.BRiGHIWATERS,NY n7i8 aWLIWm R9c5ow®- wTM WARA4 aD„L, - OFFICE:(631)665-961g Aww�Lx �e9LmMAx�Am � � 11=III-III— ��'_ Glenn@grahamassociatesny.com Pwm BST curA+Ere I. WOVEN ARE FENCE TO Be PA5TENED 5ECLRELY TO FENCE POSTS WITH ARE TIES \ .% ,'1' "�,- x 'RESIDENTIAL DESIGN•COMMFRCMLSREPIANMNG sxAu P AeE Arm OR STAPLES.POSTS SHALL BE STEEL EILER T OR T.TYPE GR HARR'lpOD. 'DNRO`LALiJfALDI@✓mdNG'PETROLEUM SPECIALISTS O EYCAVATiox mCAleu 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE PENCE WITH TIE$ T °fr:. i \�T'^ -� 'ZONING VARIANCE TOLD JSPERMITSDEC.DEP ^N" D • y L m 5PACEP EVERY 34•AT TOP AND MID SECTION.PENCE SMALL BE WOVEN WIRE,b' ' 6r • 'PL-RV.F`SOPD6EDRPR+ ✓ nC'JPiLL m BMiOV AL AS SrFsIY¢O role nee MAXIMUM MESH OPENING ^ rpi 9wx ovoanw nu a I�I'�i.L�Z REa6 9. A"TWO SECTIONS OF PILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE �. •X•OVERLAPPED By TI40N,ORW FAPPROVEDEGVIVALENT.�EITMERFILTER ate,.. GLENN W.GRAHAM,PRES. 4 JOSE P. GARCIA, R.A. EXCAVATION BCFETY: 4. PREFABRICATED UNITS SHALL BE GEOPAB,ENVIROPENCE.OR APPROVED - I nE COxniAGraR SxALL R SOLaY RnvawHwE Twi nAIUW ECLNALENT. ,. swE MAroan Pa0/OE APPPOmIAre E. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED Y41EII .� GEORGE IIOHENSTEIN,P.M. "`eAviss:o RaM\NAE><A.'Arwx sme slcves To onl.re Tw.T •avers•DEVELOP IN THE SILT PENCE. - rl S U P P O L K COUNTY APPROVAL STAMP A M P `r�K"x"G�MaiEe"'wwTDrM PAUL C. BAUMGART, P.M. wta',AvwTwA ' 2.LDx--LmR�Dlnl PRo D�xG SILT PENCE DETAIL MICHAEL K. nuNN, R.A. vSe O�HAT CPK CrI PB AxD .A9 Aj ! R'a NOT TO SCALE {!-gyp lky,�9 FrT 7 wT��YArm H a MNs,s�rmT..auclxs Awa ecnHs U � � T/ � I 'T ���'p ' mOQT�[sCAVAnpUTD� �vj' � �f �j �� � PROJECT LOCATION P� �a. AnDaroDD^ PROPOSED 51TE PLAN BRICK COVE MARINA _ A veDAMA,eDRD¢AY !w KLR SCALE,I ,eo'0 1160 5AGE BOULEVARD SOUTHOLD,NY 114 i I once AYn.ww"sovT IQaunorn AxD Asxla n.oee A.PLI�A 0 CT 3 0 2023 PROJECTDESCPoPTION NOTE PUMP AND TANK UPGRADE OF IIIDQK I. ALL FILL PORTS SHALL SE PROPERLY LABELED PAGE DESCRIPTION: I. M9TALL N re+,K9K 9M1R raesw-ARmueD.Bb.Dn LB.T.MANAACTT20 Br COxTNxMBT WITH A LABEL STATING THE SOCKS TANK WM®ER SITE PLAN sow o<. ] NDT]'AIBtLN PIAecY 9GxA PRIMARY mSIOG S'ArLROn gIMOY SDaTA SvormAR't THE CONTENTS OP THE TANK,AND THE NOMNAL JOB B: TAX MAP, AND WORKING GAPA4 1nES OP THE TANKS. _ wleAi.RLK PgRLrnWAc +sv-3.F cn mAromw ro t®I ®a ]. MISS D)12,0 O GALLON DOVBLEWALL PRP UST TANK .���(�� 230801 1000-5-1-0I-038.003 SO_"OiG 1OVv'Ii DATE: SCALE INSET.PSPeIeWa IS FITTED WITH A LABEL STATING THAT THE TANG ' EW DwDa PRDBa ro TIe M D�.DMR Y PRD PAN2 Board of Trustees E PUTALL(1 NOe MYN!RDJAxGe T]m DW25 SIWLe PRO0.'Cr]H09E vnPC1GDi ro Pq WAS FABRICATED IN ACCORDANCE WITi VL-1516 DRAWN, A5 NOTED I GF 4 R/LIS.Brnx SWLL MYE cusTOM FARPnaD DPH STNwE_6 DnPBE@[• PS MID DISPLAYS A UNIOUB SERIAL WMBER —__-_ _-.,.e- ,_.,�..,n...- S. rEIT Y ArEPgI C1)MGY SODDA.vBlr MNG AND•ISB29 AG•Owl 9. THERE ARE FACE WATERS WITHIN]00'OP DRAVF BY: SHEET: b. rnr ALL eallProlr b P8e scan ReanRENmero SUB.ECT SITE CHND BY: GV')El ■O T. 49TLRG ALL ARW TO MTLrI C[ISTMb. _ LOWER RIGH LINE OF PROPOSED f(/ / HAYBALES/SILT FEN-B CE 24.1' I � ELEVAnONS, ' I / I NEW UUMPER TYP. I 1 2.2O�. �1(, I o C/ or 1 MEAN Low * * AAMR LINE 1 _ -- O l71 -k 2-SYL AMERON OUALOY3000/L FRP VENT Y WETLAND LAR TANK I 1 PIPING ON TK RECN (( 9TF LT FLAG,TYR. I ' 4 5K DIESEL.GALV.STEEL �- W 12.3' OF NE`N 1 RISER ABOVE GRADE W/ I I OPW MODEL 123 PRESSURE Al lr-l((��- �yy Ilf\\\ I VENT GAP FOR REGULAR - - - _ W L Q) TANK AND OPW 23 ATMOSPHERIC VENT GAP FOR DIESEL TANK y\P!y iH W NEW OMN C 2 HIGH L IAAA���TOR r NEW 12K NULTICOMPARTMENT MOUNTS O T 5t15ER OK REGULAR/SK DIESEL)DW I / I{'/,/ FRP UST.N 12'5K DI TANK / MAT EXTENDING 24'BEYOND NEW VENT RISE TYP. PLCS TANK ED6E5. ./-53'$ 1 I/ NEW STAGE I VAPOR � I� I CUT_ �'-- / RECOVERY DRTBREAK,TYP. MEAN HIGH WATER LINE I / Q• (� c � NEW U®I I FL600-GO.T'P.2 I {., PLCS. WETLANDS / y FLAG.TYP. / / / / '✓ �� 1 24.1 C .._�., - _ .. ... �• O OI Pao.IEL?IrvFORMAnoN: / I I PROPERTVOWNER: LLC I NEW 40•FIBRELITE FLI00 SUMP 1160 S V ADVI BOULESORSV 'ACCESS MAMtlLE.TYP,3 PLCS 0 11. Ir50Un(OLO,NY I 50.8' CONTACT.ANDRFYI SOLLT^OM -`- MEAN LOW r1 / / 631ANpaBOOM -\ WATER LINE G/ / NEW 10 LB 0O.FIRE TAX IOU B5-24o3T6O EXTINGUISHERS,TYP. PLCS 12 IN BETWEEN 20.-100., WETLANDS P BUILDING,I AT EACH ISPENSER \ �:OR YP. . • N MOUNME DOCK) NEW 10 LB B.G.FIRE 10 LB B.L.FI ' NEW 2•VIA AMERONI DUALOY EXTINGUISHERS,TYR.5 PLG5(2 IN EXTINGUI IN A 3000/L PRIMARY INSIDE 3' BUILDING, AT EACH DISPENSER I ABIN L EM Y SHUTOFF, VIA AMERON VUALOY 3000/1- NEW NTTMT� NEW EMERGENCY 4 (I)MOUNTED ON DOC)Q MOUNTS AS PER ETAI SECONDARY PRODUCT PIPING ATTENDED MOUNTED ATTENDED AREA MEAN HIGH ORMER WIT„ / • NEW HAMIAY 55820-30-BI-ISSA /� 3'A•MAX _ WATER LINE ELECTRICAL BOXES / REV DESORIPTION DATE HOSE REEL WITH U)100,HOSE I"") I G I-N MT .4PLCS) -- / L9 EXISTING TY. _ H,N,s ——�' J ! \ MASONRY N D3 Cl5 3 ---•i- _C�� TIMBER CURB06 0 1 �� E UI cznNEW 1-1/2•VIA OMEGAFLEX NEA PCI TSM 5656 FRP ## LINE OF PROPOGBD DOIBLETR C' FLE%IBLE SYL FRP TRAN51 ON SUMP ' HATBALES/SILT FENCE DOUBLE-WALLED PRODUCT PIPING ` - W)IN D (2)NEW WAYNE RELIANCE 1200 SERIES DUAL HOSE DIESEL WETLANDS /- _ � --- _ \ �� /'GRAVEL DRIVEWAYDISPENSERS N O)STOM FLAG,TYP, 7 STAINLESS FAIRFIELD DP-I JMPS LINE J 1 �J 1/•O' _ _ 16.8' � C) VIMEAN ATER LINE 2PLG5R BOX fJ L-_-_ N NETILANDSFLAG,TfP. HIGH I CJ\ roof OH 22.3' WA LINE 00 TIMBER LURE MEAN WATER L LOW 24.0 - .. INE � � \ WETLANDS \ FLAG,NDS EXISTING I STY. ELL METAL �� �) >=RP.ME BUILDING 4 KHEAD o / ASSOCIATES/ ® rnnrrPfP GRAHAM —PLANNING&DESIGN— AREA OP WORK PLAN z 256aORIN000DRBRIGHTWAUM,NYu7i8 OFFICE:(6gt)665y61g 50ALE:1•=10'-0• Glenn@ grahamassociatesny.com 'RESIDENTIAL DESIGN 'CONMFACW.3DEPUNNING TTYAOM4MALBA;Q✓BSRJG 'PETROLEUM SPECIALISTS 'ZONING VARIANCE'WETIAND3PEAIRS.DEC.W NEW 4O'WATERYGHr MANHOLE BY 'AILPHASESOFE FIBRELITE MODEL•FL IOU EXISTING WOOD DOCK DMEGAFLEK DOLBLETRAL LGP-SSFST-24 FITTN6 WAn3t n6MT TNOSTiOK GOVHi FlFE SUPPORTS MTH TEST PORT FOR T0—OF SECONDARY PROg1GT PIPMG ENTERINGA JUiLLBE GLENN W.GRAHAM,PRES. TYP CONTAINMENT HEN REINFOF GEM IMMEDIATELY TRM!<iITION TO GALVANI=STEB.FOR GRADE GRADE OMNTCS B<-Pvs 5u1�swsOR TO Be 6ASOLIIIC SCI@p,a0 BIKK 5TEp-FOR DIE�.�B.. .T O S E F. G A R C I A, R.A. PROOZT DISTINSUI,rNINS AND R161OLY CONTRACTOR SHALL MIILMZE OP FRP As MOUNTED I-ABOVE SUMP BOTTOM PRACTICALLY POSSIBLE GEORGE HOFIENSTEIN,P.M. DMEGAFLEX DasLEiRAc !XnOvm „„�• Tb„�X S U F F O L K COUNTY APPROVAL STAMP PAUL C. BAUMGART, P.AI. WF-24 RI61D ENTRY�R OPII MODEL TBA-302O KTH TEST FORT FOR TESTING 2'AMERON DUAIOY 3-0/L FRP PRIMARY _ ARY CONTAINMENT.AFTER TESnN6.Boar -- --- - M I C H A E L K. D U N N, R.A. INSIDE 3'AMERON DUALOY 3000A. 3/4'DIA GRs CONVOY r0 EXIS SHALT.BE BUFFED OUT OF PLACE FOR ppapER _ AWLH PANEL 1NSID0 BALDING TN 7ON OP SE—ARY fgMANMENT. NBA I-I/2'OMdaAF+yr pOVBLETRAO \ SECONDARY.ma` PIPING FROM OPW EBF-0TSI FLEXIBLE ENTRY 1 TO DISPENSER f NGF-FSP-2a PIPING To VI PROgJCr //\�/ TANKS TI N EBFO30p . -- I �[{�{��-• PIPING TO VISPEN , \\/ TRANSITION Boor ,i� ``�♦ 6'.� L� �' '� PROJECT LOCATON: Y / f FROM WT _ 2'AMHtON PIALa- XERON FRP L LEDD P I f PRIMARY INSIDE 3'AMFFON /[ 3/4'DIA GR5 GONONT TO ALARM Y OFN MODE.TB-3a2a W TN TE5r PART 1 OUALaY 30M/L SECONDARY BRICK COVE MARINA MFR SPECS PRODUCT PIPING N OPW EBP-03C0 PANEL INSIDE BNLDIN5 YUTI1 OPW / FOR TESTING OF SECONDARY SUHP TRANSITION BO- 1960 SAGE BOULEVARD EBF l FLEXIBLE ENTRY Boor \ \\OONTA1NMENT'AFC TESTNG•BOa* i SOUTHOLD,NY A-11 `// �//SHALL BE SLIPPEv WT CF PLACE Faa NEW I-In•OMEGAFLex /\\ \PROPER FUNGnON OP SECONDARY DOUBLETRAC U6PHSP-24 I `-- LINE TVsr-LOK COVER ABODE 0 CT 3 0 EXRO5I W(•PRavP.BNCnoN Box ... coNTAlwaxT. DaLe1-EwAU PRawcr PlwNG 2023 T To rror D vE>StRs i' 2 VALVE TYP 3 P S PawEcrPUMP AND TANK UPGRADE OMNTEC DISTINGUISH- I SAND io ESE ••, L4.� \ PROUICT DISTNGUISHRG AND RIGIDLY \/\ll/" \ / / sDEADMEN INSTALLED As PER OMEGAFGI f PAOE OESCRIPiION: HO—I•ABOVE slaw eorroM� \i\\,\\/\�\\\ \ \� WF-2a w6ly ENTRY Boor � AREA OF WORK PLAN � 2•BLLL VALVE ONff:GAFLEX DOUBLETRAC WP-f F5r-2a ---A PCI TSM 36363o FRP 9YL ��� JOBS: TAX MAP: TRAIGITION SUMP PRODUCT PIPMG ENTERING A SUMP SHALL BB IMMEDIATELY FITTING 1'UTII TEST PORT FOR TESTNG OP 1XT,'Sh��MS.ONON SUMP .} 12-MIN PEA GRAVEL(THAT TRANSITION TO GALVANIZED STEEL FOR TOR SNNE I BON®. SECONDARY LOMAINMENT,TYP.3 RCS, SQIJ hold Town 230501 1000-57-OI-036.003 W BLACK F FR FOR DIESEL.CONTRACTOR SHALL MMIMZL MEETS AES F TR STON ALL Elwa5l.Re OF FRP AS PRACTICALLY PLSBBIP TRANSITION SUMP PLAN SIDES OF TRANSInON JUMP Board SCALE INSET: Nor ro scxe earl o�Tius?ees � i 8/8/23 AS NOTED 2 OF 4 TRANSITION SUMP DETAIL MFZ -.M��a DrawN BY: SHEET: NOT TO scALe GV1Ca V_- 1L.O CHK'D BY: 'A` LOWER RICH ` T NEW OHN,e.MAGNETOSTIRILTIVE PROBE OPW ESF-0751 3/4•GOHDUIr ENTRY FITTING NEW 40•WATERTIGHT MAMA E BY NEW 3'P.AMFFON DJALOY 30'LVA. MORRISON SOLENOID VALVE A w FIBRELIM MODC-0 FL I—,TP,2 PLCS. NEW 30•PIBRELIT'_ SYt FNP VAPOR R-GOVERY PIPING W ( �•ETC FL760 MANHOLE OPW EBP-0300 SIMP ENTRY BOOT IX?FLELTCN R15ER PORT CN '� DENorES HOLOOWN LCCAnoNs.� DEFLEcnoN LASER FORT rANK cE+rD+uNE rrP. �°� K �!- ON TANK LENTERLINB m. N 50-MANHOLE NEn 40'WATERTI6Hr MANHOLE BY T y '� y'y�0A SEE MFRs INSTALV.TON 6111DE p OG •SPEGIFIGALLY FOR THIS TANK• NOT ALL EQUIPMENT-FOR FOR TYPES LOCATION5 FSPILL GONTBA�NMENT�BOX!IO FAIRFIELD B65G3(5)GALLON MORRI50N SOLENOID VALVE NEW 2 1P RED JACKeT FIBRELIn:MODEL•FL 100.TYP.2 PEGS. SUBMERSIBLE PUMP W MC-LHANIGAL COVER,No LID. VAPOR RECOVERY BOX t1D NFJN 2 iR RED JACKET SUBMERSIBLE PU•P CLARITY,SEE SUMP E dIPMENT PLAN NEA ONSTEG Mb-0 HAbNETOSTRILTVE PROBE LINE LEAK DETSTON LOVER NO LID. W MECHArUGAL LINE LEPK DETECTION FOR FURTIER DETAIL w� r NEW 12'MILK REIHFORLEp LONG. • . °. ° . ° • .. . a F O TANK/ISLAND MAT,REINFORCED n/6.6 . • • • °' • • , • i F N6 IOAO WJNP.4000 P51 LONC.O 2D 1° °'• •° •' ° DAYS TAMC MAT SHALL;TOPE VB'P/ - • NEW OPYI 615ALP-1020-EVR SNVEL FOOT AWAY FROM ALL MANHoL S. 2 MIN NEW 2•DIA FILL OPFH 634TT-10B3-EVR FILL GAP HEW 42•P UI TGHr N5W 42.6 LIWD T6M AMERON LVALOY 2• FIBEfGLA9 TURBINE 5UMP FIE`FR6L4551LFtBNE S.MP BODAti SYL FRP eXPLOSION PROOF TYP VENT PIPING W -LNGTON BOX TYP.4 q 9 NEW 2-DIA AMERON WALOY OPN EBP-02G0 DFW EBF-OT51 3/4•YgNO 1 ENTRY - - SUMP ENTRY BOOT PITTING,TYP.4 PLLS 3000A.SYl FRP VENT ENTRY O TER 2•DIA AMERON pUALOY OPH EBF-0300 P ENTRY BODY n4 = l LABEL SHOWING THAT T@ TAKK WAS 3000A.PRIMARY IN51De 3' HOSE ASTIR H G., 'n r•.' FABRULATED IN ACCORDANCE,J IA AMERON DUALOY B A. FLEXIBLE NEW OMHTEL BX-PDT PROBE 6 I' SITE UL-I31b AND UNIQUE SERIAL NUMBER SECONDARY PROPJGT PIPING FIRE-SHIELD ABOVE SUMP BOTTOM,TYP.4 PLLS _ �_`}.� T � � IOW 0T1 BlyL E%RNTS fR EXCAVATION I V —I �� 1 I MARY21 m IA SNAAMERbN AtOYI 4 I V� � ^I�'• ,1x-' BOOO/L SECONDARY PR`O'O�LLGT PIPIN�-Nb�L' TER FLEX0.E RELENT FOR OpyH E -05DO RRP I I T T}I_EG� A1I. I FLANGE}J c.TT2Y FI 1N6 FI -SHIELD COtPELTOR\ 'R RENIIREMENE FOR TER OPW MODEL I V^/V' SHORING(A9 NEEDED) FLANbED ENTRY FITTING MANIC FILL t . 3��VAPOR ' 5,00L0 GALLON / 4a15DLIM4ED0.*YP.2 PLcS 13,000yp�GALLON \ t." NEW 12K Ell.FRP OVAL GOMPARTHENT SI ORA4.iG I �STVI�AGE �a '{•' TANK AsN. BY DUALgNrsOEv T DII SEL RE UI A tsASO INE �" `-D .' AL V4oB2LcKSTELrDi6 ); MIN 1�AIUK �"II��}ST�GARRY ( TANKK MU"�"�T CARRY ,.- IUL1311q LABEL I IULI31�O LABEL SOIL AT TiE LEVEL OF THE TANK TO \ \ \ N9SEt / PROJECTINPORAIATION: BE CLASS A-0S OR BE— LIgJIyy ---y Irv-v-c A 901610E TH9"GRIX�� FASM TO LINE ENTIRE \ STY OF THE TANK / \ PROPERTY— FILTER160 SAGE BOU.EVARD EXCAVATION P>E TO PRESENCE OF ?Yj WAT R.NSTALL A LAYER OF FILTER /- �y}{ I I 1 LCNTACTANDREYI SOLOMON FABRIC OVER THE ENTIRE I L I 14 I� L �6 �I4 L � 10 I L I�O I� I I d L -L I 15 16 I I ANDREYbsoxTHa�BR IILKLOVE40M EXCAVATION ALL JOINTS IN THE ��_ FILTER FAEIWL SAES.-D BE — \ TAX IC 65-3403160 OVERLAPPED b-12 INCHES.ALL FABRIC MST LAP ONTO THE TANK _ AND EXCAVATION SURFACES. MINIMS OF 6 INCHES. y IMPACT PLATE,TYP,4 PLG5 REV DESCRIPTION BY DATE (y DeApMAN 13'%13'%IB' NEW OMNTEG ANRLAR 24'GONPAGTED F FILL SPADE SENSOR TO BC GRAVEL TYPICAL 12000 GALLON SPLIT l7K REGULAR/SK DIESEL)DOUBLE WALL FIBERGLASS STORAGE TAN K ���`� P�cucrDlSnNGUI5H1 SC In'. _ TXxv oRrs�PFn Decsc NEW 2•DIA AMERON OJALOY 3000/L PRIMARY INSIDE 3• DIA AMERON MALOY 3000h SECONDART PRODUCT PIPING NEW 42-VIA WATERTIGHT OPW EBF-0300 FRP FLANGED ENTRY FITTING. FRP TURBINE`.AMP TYPICAL FOR ALL PRODUCT PIPING NEW 2'DIA N OUALOY NEW YO AMERON DUALOY 3000/L OPW MODEL TBA-3020 WITH TEST T FOR TESTING OF SECONDARY BOOO/L PRI INSIDE 3°VIA SA FRP VENT PIPING WITH OPN I TAINMENT. AFTER TESTI�SNALL BE SLIPPED OUT OF AME-RON GOOD& EBF-0300 RACE FOR PROPER FUNCTION OP ARY CONTAINMENT. SECONDARY P1PI T 'DL I IT T p OFW/EBF-0300 FFtP FLANGEO I �L ID VALVE I H�ONNTfiG R TO I� MAIuNET ICTIVE PRD •D 1 ENTRY FITTING,TYPICAL FOR ALL NEW D CTION IS1pER PORT PRODUCT PI ��ING PND RIGIDLY Py�P -f5 3/4'LONDUI 5VIrM DEFLECTION T ON PRODUCT PIPING I I OIIP -IIIp RISER P TON T OPW MODEL TBA-3020 WITH TEST PORT TANK 2' IA B�fTL1 VALV� 3 4'DIA 6R5 T I NEW 051EN I I C NE 21 ATTP FOR TESTING OF SECONDARY CONTAINMENT. /OPN E3F-0751 FLEXIELE PROOF J.NCTION BOX BALL VALVE \ AFTER TESTING.Boor SHALL BE SLIPPED J-'' / y OUT OF PLACE FOR PROPER FUNCTION OF LF�{IelF 5 RO,�r+EIL� ��CB50J�M NEVI gA•IRFItLDLL� I TER FLEXIBLE SECONDARY CONTAINMENT. CT I RIII7 `�,M� MANHOLE 10R FIS2E EILD CONNECTOR L/L NEW 'ON QN I L NEW EKPI.05110N PROOF ® 5TI I I OI 6• o LDIE�LE�IG E -o- PROOF JJNCTON BQ X JACKET SUBMERSIBLE \ NEW HP JACKET MERSIBLE PUMP N .NNCTON BOX / MECgANI_OL.',(IAIL INE LEAK ' 1�� 'I NEW 42'VIA \ 22'DIA E Y I NE IW F�IRFI�-S SPIT Vl+nTnl 2 yc v 0 �-0 �IGy�RP/ MANIiO NO NO LID IN N6Y SSSUUUMMMPPP TYP 2'DIA�tA 'l4Y 'VIA SPARE ENTRY�� OM EBF-0751 3/4'CONDUIT I I 2 I� L 5 I-Lr° '�I � 19 I L\ 10 I LI �12� 1?1 11,4 115 16 L7 Ia 19 L I ENTRY FITTING GRAHAM NEW OMNTEC I NEW UC TP ,AMP SENSOR D BE� MAGNETOSTRICTIVE PROBE PRODUCT DISTINGUISHING AND RIGIDLY ASSOCIATES �HOSTED I'ABOVE 5BN>P BorroM NEW OMNTEG SUMP SENSOR TO BE `CONCRETE DEADMAN 12'X 12-X IB', PRODUCT DISTINGUISHING AND RIGIDLY TYP.2 PLCS PLANNING&DESIGN- MOUNTED I•ABOVE SUMP BOTTOM TYPICAL SUMP EQUIPMENT PLAN FOR REGULAR/DIESEL TANK 256aORIN000 DR.BRiGHTNAM,NYu7TB SCALE,1/2•=1'-0' OFFICE:16,11665-9619 5703.6.9.1 FIBERGLA55-REINFORCFP PLASTIC PIPING. GI...ft ahamaSSuc.,..y.com FIBERGLASS-REINFORCED PLASTIC(FRP)PIPING 15 NOT REO UIRED TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE 'RESIDENTIAL DESIGN'CONK ERM STTE PLANNING BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT, 7A'vH(2N3HTAlETGCffi9iG 'PETROIEUN SPECIALISTS 'ZONING VARIANCE MERAMS FEES.DEC,DEP FILL RISER NOTE: I.PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. 'AL.PHA%"iOFEJ(f4DD6VG 4°GALVANIZED FILL RISER(GAS), 2.PIPING HAS A STRAIGHT WIN OF NOT LESS THAN 4 FEET ON SCHED 40 BLACK STEEL(DIEBEU ONE SIDE OF THE CONNECTION WHERE SUCH CONNECTIONS NOTE ALL NEW TANK SI/MP5 TO BE INSTALLED AND CERTIFIED RESULT IN A CHANGE OF DIRECTION GLENN W.GRAHAM,PRES. BY A LICENSED CONTAINMENT SOLUTIONS CONTRACTOR IN LIEU OF THE MINIMUM 4-FOor STRAIGHT RUN LENGTH,APPROVED .T O S E F. G A R C I A, R.A. ll,W AND L15TED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER DISPENSERS AND EVENTS PUMPS,AT SUBMERGED PUMPS AND GEORGE HOHENSTEIN,P.M, TANK EH9UIPMENT NOTES: EACKPILL INSTRLICTION16 TANKS.Arm WHERE VENTS Exmm ABOVE GRauNp. S U P P O L K COUNTY APPROVAL STAMP pAUL C. BAUb[GART, P.M. I. TANK TOP PIPING'S)MP' HALL BE FIBERGLASS.LILLID TIGHT AND FACTORY FIBERGLASSED TO TANK TOP. BOLTED SUMP OF ANY 1.GENERAL ) - M I C H A E L K. D U NN, R.A. SORT SHALL NOT BE ACCEPTED. USE PEA GRAVEL OR CRUSHED STONE AS SPECIFIED IN THE CONTAINMENT SOLUTIONS INSTALLATION MANUAL AND OPERATING 2. THE TOP EDGE OF PIPING SUMP SHALL TERMINATE AT A POINT CONTROLLER NOTES. ^..& _ THAT 15 HIGHER THE THE MA6WIAY SKIRT AND SHALL MAINTAIN A REFFENES IN EFFECT T THE OF INSTALLATION(THE CONTAINS E[}��,, G. { { 1 y T .r T't�` PROJEOTLOCAnON REFFERED TO AS'INSTALLATION MANUAL'),AND THE CONTAINMENT SYSTEM PRINTER I. NATIONALLY RECOGNIZED TESTING LAB V.L.5L04. p,)-• ` T' I"" MINIMSUM 3'CLEARANCE SKIRT THE MAN N SKIRT AND I Illvv�ii t Ef _ FF BRIGK GOVE MARINA PIPING SUMP,R ER THAN SKIRT SHALL BE IN MIN OF 4'IN SOWTIONS BACKFILL GUIDELINES FOR BED AND BACKFILL MATERIAL. 2. 5YSTEM SHALL BE ABLE TO DISTINGUISH BETNEEN g p ( `*- �k p DIAMETER LARGER THAN THAT OP THE PIPING SUMP. THE SENSING OF WATER AND M1'DROCAR50N5 III__J../J ® 3. SYSTEM 15 APPROVED FOR USE n/VA 6 5JN. �k 1-I6 G 0 SAE BOULEVARD 3. A CONTAINMENT MANMOLP SHALL BE PROVIDED AT ALL FILL e T COLOR TRH FRP TANKS. SCREEN DISPT.Ar q H SOUTHOLD,NY II9RI PORTS WITH A MIN CAPACITY OF S GALLONS.THE CONTAINMENT EGNW WC NOTES, !! t MANHOLE SHALL NOT IN ATTACHED r0 PIPING SUMP ACCESS HOLES I. (2)MTG-8 MAGNETOSTRICnVE PROBES. i r 'T y�, PROJEOTDESCTLPTION AND SHALL BE CONTAINED WITHIN THE PIPING SUMP.WEEP HOLES —� 2. (7)BX-POS SUMP LEAK DETECTION PROBES. (I k 0 CT 3 0 2023 f E PUMP AND TANK UPGRADE ARE NOT PERMITTED. D A MANWAY MOUNTED CONTAINMENT SPECIAL NOTE ON PRODUCT PIPING WITHIN ALL SUMPS: _ __ 3. N B%-PoWF INT325TITAL SPADE LEAK SENSOR. ' PAGE DESCRIPTION: MANHOLE BE UTILIZED.1T5 WO MANY SHALL BE NO LESS THAN 15 PRODUCT PIPING ENTERING A TANK SUMP SHALL BE 0 4. (1)RA-2 OVERFILL ANNUNCIATOR i GALLONS AND A SECOND INTO HANWIY SHALL BE PROVIDED FOR j TANK DETAILS INSPECTION PURPOSES.ALL MANWAY AND CONTAINMENT IMMEDIATELY TRANSITION TO GALVANIZED STEEL OR SGHD Ip{ JOB O: TN(MAP: COMPONENTS SHALL BE NA55Au courlrr APPROVED. 40 CARBON STEEL FOR DIESEL.CONTRACTOR SHALL ALARM wrrON IHA.fW1N',BmoN ! 23080 1000-57-0I-038.003 MINIMIZE EXPOSURE OF FRP AS PRACTICALLY POSSIBLE. r+E:BUTTON 4. THE LEAK DETECTION PROBE FOR ANY PIPING SUMP MUST BE SET DgTE: scALE INSET: BELOW RY THE TOP OF THE FACTO INSTALLED CONTAINMENT SOLrthoId Tomi 8/a/23 AS NOTED 3 OF 4 COLLAR AND NOT MORE THAN 2 INCHES ABOVE THE TANK THE OMNTEC PROTEUS-K TANK MONITORING PANEL PR08E MJSi EIE RIGIDLY MOUNTED. NOT TO SCALE BnBrc Ol-i 1JSTiSBS_.�c.�-_ DRAWN BY: 'SHEET.MFZ � 0 CHMD BY LOWER RIGLI ` � 1 SHEAR VALVE TO Be MSTALLED A.10yV N S SeL GROOVE F,G To 3/a' O r,�"- G F BELOW TOP OP ISLArro(oPW EQUIPMENT LIST � R'a �' AIOBM SHEAR VALVE) �1 AJMP YIALL PART OF DISPENSER INLET PIPE LOHPRES�ON wN6 F SEAL SPACE 15LAN I DISPENSER OTY CbUIPMENi MAN.PAOTRIER MODEL NUMSH2 DISPENSER AND ISLAND b SILICONE W TH SILICON OR GROUT CUSTOM STAINLJESS—1EID BAim CLAMP , DP-I DISPEXs9i SWPS M EXISTING LONG.PAD ABOVE TAKK TO E%TEt�b I Dn F/b TAtK CONTAMA¢NT SpWTIONS DYR RK/5K SPLIT IP PIA 6R9 w6ID d WSEER wNG DOCK 21 BEYOND TANK ED E.S 2 MaBINE EIGLOSURE BY M w E—, 9rFOF Nb`N JOB CONDVITOAL j RI.6BER BOOT PIPE SLPPORT BRACKET PTO GRADE(BEYOND) BY IIANUMLTIRE0.SERVED $ TOP OF DOCK iAKE41P ASSEMBLY PROVIDED BY 2 1UR91NE ENCL6JAtE W TAKK 22• CONTAINMENT SOyilON9 ] 5 GALLON FILL SPILL BOX FAIRFIELD B65C-0 S/S N LID j B/4•DIA GRS CONgIIT TO EMERGENCY 5 GALLON VAPOR + OPP SPUTLN WTII FRANKLIN PRODLGT PIPING ENTEwNG A SMP SRIT9TRAP ANCNORIN6 5Y5T5M CRY vRyBReAx PAIRFIELD BbSG-9 55 N LID Fl ING FEE-OT5-D FLEXIBLE ENifiY SHALL BE(A IATELY TRANSITION TO PROVIDED BY CONTAUA�IIT j BOOT GALVANIZED STEEL FOR 6ASOLINE OR SOLUTIONS AS PIBER6LAF PIPE A wAy�30OOA. (. ''" •y. ,. 5CH.40 BLACK STEEL FOR DIESEL REO9 PROOX:T(ON '••. YG r t. T•i „�I'„Y j CONTRACTOR SHALL MINIMIZE AS FIBER6L+V'PIPE(SPU AMERON DIJALOY SOOOA. ':CL'. _•SI I I_. ~ _ y 3/4'PIA GRS CON9VIi TO ALARM EXPOSURE OF FRP AS PRACTICALLY REO9 PANEL MSIDE W--WTfI POSSIBLE. WIRIE-TIE NOOK IN ANGIpR POINT TO PROPOSED DQ)BLE-Y/ALL AS FLEXIBLE PIPE FR—LIN FI.ELMG FEE-O'IS-D PREVENT SLIPOFF.HOT fgAL TAR FRP PETROLUM RFLJ9 RtOgJCT fDWI I-1/S'pfbARP.X Ml9ETRIL LIGF-FSP-24 +yF ME6AFLEX CO.SILETRK UGF-24 STORAGE TAKK 1. d m"SLE QJTLY BOOT COATING TO PREVENT RUST '. INSIDB LONTNNMENT SUM' OR91DE CONTAINMENT !T w61p ENTRY BOOT I TAro'.--Na pMf1EC pROTyTiK ELPLOSION-PROOF JAIOnON BOX IHTBiiYITAL PROBE OMNIix B%-PDiP 5TMNLESS STEEL ANOHpR C12VI9 NEW I-Ir1.OMFYaAFLex Yq OMNTFL BX-PDT T NI SENSOR TO BE DOIBIEYNLL WF-Z;PI r DMAN PING T ARP PROBE oHPITFL Bx-PDT '.y SEE TAKK SECTION FOR N'IBHL a SIZE 2 MA6NET05TNLICTVE PROSEPR OMNTEO Mb-B BULKHEAD FITTING PRODBDT DISTNWISMNG AND w6OLY OP DEAO ALL OEA 5NOULO WGM LEVEL { _ MONIIEO I-ABOVE ARP BOTT OME6AFI.FJ(DOJBIETRAO LGP-24 PITYING WTI SIZED PER GONTAINMENT SOI-X I OVLlEO RAS-2 ` AF FLEXIBLE ENTRY BOOT FOR TEST PORT FOR TESTING OF SECOIIDARY SK ISCAnON5 HO5EMA5TER FLEXIBLE FlRE-$NIELv CONTAIIAtE TER TESTING.BOOT SNA.LL 2 DI-ENSER —"Na(T—Lsss) Gr T2o0 CONDUITS t SINGLE WALL PIPING cO IOR N NEW Yf3Jc I.IAcKET RE-wN 5UT SLIPPED OJT OF PLACB TO ' NOT TO SCALE I50LAToN JALKET,TYP FAGLITATE DRAINAGE OF 51—NDARY. 2 DISPENSES SI.NP PNRFIELD(5M.-Ef.J (C TOW OPN (21 K REBAR BY 24'LONG - OPW EBF-020 FOR CONDUITS COMPACTED PEA I TRANSITION`JJNP POI TSAR%%30 (,- OPW EEF-0200 FOR 2'FRP GRAVEL-34•MIN 'a +t"L'-�$'• ,.. DISPENSER SPILL CONTAINMENT SECTION FOR DOCK MOUNTED DISPENSER BEDDING As suNP ENTRY BoonE oPW EBPO'NSI 1.'--r`;'1„:;^-'. ,; ell `''OPW EBF-0300 FOR 3'FRP RFA9 FOR CONDUIT NOT TO SCALE (2) 6 REBAR 8Y 24 OW EBF-03OOREOb SR2nBO KEY IMP:.' . :ajlyaA'3"S"k .�i4ts! �; ;b ['XISTIIG /2'STEEL PLATE 1/2'STEEL RATE RPA9 FOW ENTRYDA SOOTSX pMEGAFLEX )G1.4 PROJECT ItdFORMATON' FINIGHED SIDE VIEW END VIEW 51(wAce N6Y a•MN ASPHALT PROPERTY PAVMb OR DEADMAN DETAIL `� 5urw ENTRY n BooTS o0- EBPO30D POR 3'5 Fw' OVMEA: B•OONCRBTB TANK SLAB ALL PROBES SHALL BE PRODUCT DISTINGUISHING NOT ro scALe REO9 W REBAR GROUTED IN . I VAPOR PJLlTL1CTOR TEE OPW 233-4432 CONKLIN6 ADVISORS LLC PLAOB oIB'OL_DOW'15 5AM{DT PRE N+o M FILLEa (gNTRAOTDR Of WL M•ddl OARANOI�SOLUTONS M IDELM PM TANK ANOWP W. 1'160 SAGE BCVI.EVARD SHALL ENTEND 12-MN AS NEEDED GPAN610N JpMT FOR AND RIGIDLY MOUNTED A9 }EST BOOT OPW TBA_3p2p SOUTHOLD,w II4T1 EACH WAY.TYPICAL GO+PACTm OONGREh'ARFA9 ONLY REO9 COKTALT•ANDREW SOLOMON L B LKPILL CARM RE� 631 O9 TEST BOO! OMEGAPLPX DcoBLe RAc UGP55FST-24 ANDRdYBRICKLOVECOM -4TOB30 Q Ob FL.FJOBLE COMULLTOR NOSDIAvT3i FIRE-SNIEID TAX Ip.BY2a03T60 MM. - 2 BN.L VALVE HOwLSQI 691B55-0BCOV 13' - -T 3 SL�IERSIBIP PMP RED JAGKEi 2 NP N MECNAMCAL MM 2- WAYNE 5ELECT'1200 MIN 4•MN NEW 2-AMCFON DUALOY LL%/ DISPENSER EYP.2 PLLS NEW OLTE P.i. 9 PIBREL AGOESS MAWTAY9 Ire 40'FLIOD 9000,E POST N GALVANILVAN ZED 9 SUPP ACLE59 IMNWAYS FIBRELIIE 30'R160 NARDYIARE TO REV DESORPTION BY DATE 4 EXI5TING DECK 2 MFLN OVEtPILL OPW 6I50-a000 6• PG A GALVANIZED STEEL RISERS O O �FAPPR LK 110 SMOKING' JOISTS I VAFOR EXTLIGTOR FlTTN55 ORN 233v—w ' b, a EMIRS EXCAVATION N FOR PEN N, AP IN PRESS FORURE SIGN IN NEW OF FILL � PERC«U VENT FOR GES NOZZLE 2 T6NT-FILL ADAP`fEIL OPW 633T0 3 FILL CAPS OPW 634TTP VIFGIN SOIL (2)NOZZLES WBREAK- EXTENT W AWAY Cq 1 .m 1 OPEN VENT OAP" OPW 23 rDSU HOSES TRENCH NOre EXOAVATION IOD' IN IN HAKKAY 10 LB CLAP ABC I VENT CAP5 OPW T23(bA91 PIPING TO BE RSTALLEO SSB20-'A-31-ISSA HOSE FIRE E%nN6Ui5HER �- Ab PER MAWPACMSER5 REGOM4ENDAEION6 gRNIN4- REELS BOLTED TO DOCK IN NEMA 4 d NOSE REEL HATMAY SSB20-30-31-IS9A W(4)3/B'S+5 BOLiS a ENCLOSURE _ NARPWRE/EA FILTER FASRIO DWONT TYPAR SP TYPICAL PIPING TRENCH DETAIL --� n N5T M SCALE BXISTING FLIED , DOCK I I2•m.%•ST EC Fo9THS. --P. POLE MOUNTED EXTINGUISHER DETAIL DOCK NOT TO SCALE 2'O 6ALV STEEL PIPE OLAIP.TYP NEW LUSTOM STAMLES I I ppl�Np�,la FRP VENT PIPE DI FSPENSEt SUNS M I RAS-2 / BHDYi 6RAOE TYP EXISTING pxK roIM AS I sGPE VENT MPe moral PER sire corrolrloNs) L I OMNTEC I/B•PER FT TO EELS TYP / 9F DISPENSER ISLAND DETAIL _ ALVANIZED STEEL SKINS JOINT NOT ro SCALE TO rO' ■■ 4 O GALV STEEL VENT RISER / AT LEAST 15 FT ABOVE fiRADE.TYP NEW T—IG_ / \ DET�AIAL�SP6. GOOK FAT'PORT 5TTGA.T)RE ECK BOPRDS -_ r,�glawewn,n, GRAHAM \_/ STEEL-O55 BRAGS 1-0]' 2-PI AND 5'-0•ABOVE EL 2-PIA.Bb'6ALV STEEL SUPPORl9 /�///�yy1 /y //yy w WATER-YI6MT GAP b'PT ABOVE A I 1■\O �IATES GRADE.TYP. • -0 j//"`,JMa`.,/U` ■\�/, �s H`ODI 5T FlPwPwR�I ir+ozK �o(•I �, -PLANNING&DESIGN- TA10:5 IOIC AN1p�OVBL SHALL NAVE A N a AA]CIA VISIT 4NE 5' EE PLhV LaAr,ON �` c 256a ORINOCO DR.BRIGHTWATERS,NY uT18 JOISTS ANp HElD STAIKS9 qNp LIMBER OP RISERS. OI.ANIP9.HARpWAR[TT'P. 8WE OFFICE:(631)665-9619 PRODUCT PIPING SUPPORT DETAIL Glenn@grahamassodatesny.com TYPICAL VENT RISER DETAIL NOT TO 5CALE HIGH LEVEL ALARM DETAIL •RESIDENTIAL DESIGN'CONMERCLLLSILEPIANNING Nor ro scrNx •�. •'. ••• NOT TO SCALE 'FNYRpta.QIp1LNd'IFIId'G'PETROLEUM SPECIALISTS •ZONING VARIANCE'1YETWE15 PF1S9TS DEO.OEP SUMP Y14LL 'ALLRIAS=SOPPJu4DITPJG TYPICAL VENT RISER ELEVATIONS 4.O 5TEEL PIPE C-OMFRES51ON RING RUBBER BOOT Nor TOSCALe BOLLARD PAINTED GLENN W.GRAHAM,PRES. YELLOW BAND CLAMP ,; a .IOSE F. GARCIA, R.A. SECONDARY CONTAINMENT LINE � ,� ,cs A LONG FOOTING:4A00 P51 GEORGE HOHENSTEIN,P.M. NEW OPW 6IVSA�IA VAPORSWIVEL• A5 PER MFR TT'P. Y ®2B DAYS SUFFOLK COUNTY APPROVAL STAMP PAUL C.BAUMGART, P.M. oPW nnrno6s evR VAPOR CAP MICHAEL K. DUNN, R.A. •• MN 2'CLEWANCE BEIY@I NEW 30'WATERTI611T MAYHOL FILL5PILL RICKEY AND MANWAY EXISTING fANGRETE _ __ —_-��a.__ —————————— BT'FlpRELITE MODEL.FL T60 SKIRT,TYP.ALL FILL PORlS •`;` i 8" PROJECTLOCATIOM e' ' 1 a d • C 1 PRODUCT LINE NEYIPAIRFIEIDBGSOi h. BRICK COVE MARINA srawrss sTEFL.VAPOR [760 SASE BOULEVARD L REDUCER PW AIR STEM RFSOYEr•SILL Box N NEW Ir TMtiK REINForrcED T SOUTHOLD,NY I1971 (DETACH FROM 5E0ONDARY HINGED LID CONC.TAfKA�ANa MAT. // PIPE VbiEN NOT TESTING) +/ Y�uNP,4Om P516t,ONO^i z0 T I DAYS TAKK MAT SNAII. OCT 3 0 2023 PROJECTpUMPAN1N INSIDE CONTAMIENT�MP 0JTSIDE CONTAIMSTIT BEEP UD'P/FOOT AYIAY PAGE pE5CwP11pkND TANK UPGRADE FROM ALL NTANo�LEs. { TAW,DETAILS NEW 5•P AD.SMITH SPL FRO STAGE I I` �: rAx MM: VAPOR RECOVERY N BRAVO F-30�S Joe ENRtY • ' ..-�--1 230801 1000-57-0I-038.003 FRP FLANGE) PC9TN5 Southold Town DATE scgLe I IN BE VAPOR RECOVERY MANUJAY DETAIL I I 8/8/23 AS NOTED 4 OF 4 TEST BOOT NOT TO SCALE YR—/ Boartl of Trustees DRAU,II BV SHEET F OR FIBERGLASS PIPING 'lull SHAPED BOLLARD DETAIL _ _— mFz X NOT TO SCALE NOT TO SCALE G K / \ 4 O LOITER RIGN p ZK p w a w �v'izaz�rc o � oa°QWL>a_Wy yWYrj�,IWV�I�_U pOf QxZuawzaOuZizp aK/z�- F�' omoOZ iozZzNNw,6viF,tor wO OQ =Wz p°Y ~O j� Waz1 zLOW z�o '0 �> mO�ma=�~ 0 p. i�E0D�V� �og� Ei, aa /o / O oozZ ° mz a WLa U w WZo O 00 te V1mNae- U1Soao��Vla 'wN oow h Ca}}° °� h `Y € EE pcD3 nS, o °aaiza mi 'w�OO WQ L)° owo t .. wo zN pQ �4'f�Z W p> WtiK,,zUJ j �O WWN a Z �' r0.zO 1V"Na ZO<U°w° aWQ7 X�O Fes- o _ ,-TToa w,<m. a � z=z �Z o wo �Q i, � �_� n 1-F--° D m R Y W n t- "W \ - /r" m w a o� awm aJR z F mtiaoo wDi c i / _ a Q L� O zowp o=ffo �z �W°J oa�xz xzz C _ 0 0 Z O D in � V :]1-viw °1-WI- c�ONF Jr-r- Z3otna �-Ra 4M+ - gcu LO CD 0 o z c M tl LQ CCE IN JI a � � 1A41►3/fNa1767JdSy_� � $\ �, �€ ���'���/',., '� �2� � ¢ � ���" ' � ! J �•s �� £� ���/\e' � �v sz � ra o� 1 � / Bln�' 4. Wo °s�1 —.VO a�x f �.` Q� i - .r, So, S RE qqc Wu JI Or LAJ , t 1J •�`�` e k } y loQ � / \ \_ g Ste_• �1'' / - � ` �',$� �o ,`$-t -- IR 4t 3 Ap E qq LU 3 1 � p t o E yy C N 0 c m o Y oQ ,+ 5 "'P f n Z 2 h 00. r rc wX o o V� D� �(�• Z�g�`rN �oQ� � O �° a z C azw � m 5 m zOw x oo ti O i� FILL FORT LEGEND THE OWNER OPERATOR MUST PERMANENTLY MARK ALL FILL PORTS TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE MARKIN(55 MUST BE CONSISTENT WITH THE COLOR AND 5YME30L CODE OF THE AMERICAN PETROLEUM INSTITUTE H-11CH FOLLOWS: 5.63.6.2.1 THE COLORS 4 SYMBOLS TO BE USED ARE: MHIGH 6A50LINE............................................................................... RED ❑ Z-) MIDDLE&ASOLINE........................................................................ BLUE❑ C. LOWER GASOLINE........................................................................ WHITE 0 SAGE BOULEVARD El H16HER UNLEADED &A50LINE............... RED 4/KHITE- CROSS El MIDDLE UNLEADED GASOLINE........... BLUE ri/WHITE CROSS L LOWER UNLEADED GASOLINE........ WHITE W BLACK CROSS S6r4r40"F ❑ E35 UNLEADED GASOLINE.................................................. BRONZE T 84, 453. VAPOR RECOVERY............................................................... ORANGE k [3 DIESEL....................................................................YELLOW HEXAGON � ❑ #1 FUEL OIL....................................................PURPLE wl YELLOW BAR F-1 #2 FUEL OIL.................................................................................. 6REEN F-1 KEROSENE.................................................................................... BROWNEJ MWASTE OIL.........................................................................................PURPI r- PIPIN(S NOTES; (WHERE APPLICABLE) 1. THE INSTALLATION AND PLACEMENT OF THE PIPING SHALL CONFORM WITH NFPA#50,SOA AND MOZE APPLICABLE NFPA#91 2. THE PROPOSED PIPING MUST BE A MINIMUM OF 100 FEET 569W307 FROM ALL WATER SUPPLY YeLL5. 300.00' S. PRODUCT PIPES GROSSING NATER/SEMR LINES 5HALJ_ MRS CO&Vy BE INSTALLED UNDER NATER/5ENER LINES TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 16 INCHES BETWEEN THE PIPES AND A MINIMUM HORIZONTAL CLEARANCE OF 10 FEET. 4 CONTRACTOR SHALL PROVIDE BU5HIN&S AS REQUIRED TO ADAPT THE TANK TAPPINGS TO THE REWIRED SIZE PIPING. oct ---- -- 5. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED KEY MAP IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES ALL JOINTS MUST BE LIQUID AND AIR TIGHT.ALL PIPING SYSTEMS MUST BE TESTED FOR TIGHTNESS BEFORE BEING I PROJECT INF COVERED,ENCLOSED OR PLACED BASED THREADED JOINTS SHALL BE SEALED 17EFLON BASED SSEALINS COMPOUND ALL PIPING TO BE INSTALLED IN EXACT ACCORDANCE WITH A rl=A Cori"' �4 4 WPM MANUFACTURERS INSTUCTIOW5. VIG tp* PROPERTY 0) 6. LIW:S TO BE BAZ.KSLOPM I/S'PM FOOT BACK TO TAW MAWAAY SUMP. CKS 7ENNISCo CONKLIN& A 1. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS. 1'760 SAGE E ALL SUMP PENETRATION TO BE MADE 2 SOUTHOLD, N t CONTACT:AN 5. ALL UNDERGROUND METAL PIP &COMPONENTS SMALL BE 0 10 rm 0 F a u B m I Lit 1 0 N ANDREN@BR PROTECTED WITH A PERMANENTLY BONDED COATING OR WRAPPING •MATERIAL WHICH 15 RESISTIVE TO BOTH MOISTURE AND (531-477-08? HYDROCARBONS. THE MATERIAL SHALL BE APPLIED TO CONFORM TAX ID# 55 TO ANY IRREGULAR SHAPES OF THE PIPING AND SHALL START NEW TANK INSTALLATION NEN STRUCTURE CONSTIRLIC-TION +/-202.5' TO CORROSION. MATERIAL SHALL BE 'SOOTCHNRAP 50*OR PATIO AND TERMINATE IN CONTACT WITH COMPONENTS NOT 50L.ECT APPROVED ISOUAL.A NEW OR REPLACEMENT PIPING El moDry Exwm,sTpu_-Tupr(5) -0*FROM ALL MY YeLLS AND BELOW -] 6ENEP cf. TANKS SHALL BE 20' Nf STA6E I VAPOR RECOVERY LATOR INSTALLATION f STORY FRIcle METAL GRADE STRY-TU EIRES. f BUILDING BUILDING STAGE ii VAPOR RECOVERY ❑ CANOPY INSTALLATION POOL TESTINCv: I. AIR PRE55LRE TEST TANKS PRIOR TO INSTALLATION. E] AUTO FIRE SUPPRESSION SYSTEM F� PRODUCT DISpENSINS,SYSTEM CONVERSION -IN6 SEPARATELY,PRIMARY PIPING AT 5 M AND 2 AIR TEST P11 FOR 50 [] CHANGE IN BUILDING USE OR 5TRI.P-lTUBOTHMINUTES. El SELF 5mvIrE REV SECONDARY AT 5 PSI,BOTH I 5. ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL OCCUPANCY CLASSIFICATION REQUIREMENTS. ❑ r-Losm cipz=TELEVISION SYSTEM . ..... 1 r= 4. NOTE:CONTINUOUS PIECE OF PRIMARY COPPER PIPING CAN BE ri RETROFIT OF EXISTING TANK SYSTEMS orn- 2 CON EXEMPT FROM TESTING IF LESS THAN S FEET,AS Ve-L AS NEK DISPENSING ISLANDS ❑ P41TH REGUIRED MONITORIN6 EOUIPMENT to f STORY FkAMt SECONDARY PIPING ASSOCIATED IN"THAT PRIMARY PIP1146. MODIFY EXISTING ISLAND(S) I)OC4 BUILDING 3 REV OTHER CONTRACTOR(e)NOTME), 60�t 4 REVISE I. CONTRACTOR SHALL EXAMINE THE SITE LOCATION AND VERIFY ALL EXISTIN5 UNDERGROUND TANKS AND CONNECTIN65 PIPING PRIOR TO TIME OF PROPOSED WORK, UNDER5ROUND UTILITIES: I. THE EXISTENCE AND LOCATION OF ANY UR�� UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN ON "W11111 TILI IN5TALLATION SHALL MEET ALL ------------ THESE PLANS ARE OBTAINED BY A SEARCH OF THE THE REOUIREMENT50F THE AVAILABLE RECORDS. IT 15 POSSIBLE THAT THERE MAY FOR THESE ITEMS,BE V15CREPANOM AND/OR OH155IONS E)Ur-FOLK COUNTY DEPARTMENT THE LOCATIONE,AND QUANTITIES Or-UTILITIES AND IN STRUCTURES SHOWN. TO THE BEST OF OUR KNOWLEDGE OF HEALTH SERVICES ARTICLE 15 514 THERE ARE NO EXISTING UTILITIES EXCEPT AS 5HONN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE STANDARDS -$ h7fDA STANDARDS -4 ME PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 30-2000 4 BOA-2000 LINES 5HONN ON THESE DRAWINGS. DrEPTH TO GROUNDWATER DEPTH TO RATER 15 LESS THAN VOUE AS PER ONSITE TEST HOLE 1DOC6 List DISPOSAL OF 12XrM5S AND UNSUITABLE EXCAVATION MATERIALS. I. DISP05E OF ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL EX15TINS SLA55/17AVEMENT TO BE REMOVED BY SAA oo GUTTING. EXCAVATION MATERIAL To BE LEGALLY PISF05ED OF OFF 5ITS FOR THE 56" MIN FENCE P(75 SITE. CONTRACTOR SHALL MAKE HIS OM ARRM&EML W10111 VA DISPOSAL OF THE EXCAVATED MATERIAL AND BEAR ALL COSTS OR RETAIN ANY PROFIT INCIDENTAL TO S"DISPOSAL. THE EXCAVATION SHALL CONFORM TO 05HA AND OTHER LOCAL CODES THAT MAY APPLY 2. IF SOIL 15 FOUND CONTAMINATED,OWNER WILL WOVEN HIRE FENCE (MIN 14 1/211 HANDLE ALL TESTING AND DISPOSAL. (5AU(5E W MAX 6" MESH SPAOIN6) KTH FILTER CLO oil. ELECTRICAL INSTALLATIONS: 1. ALL ELECTRICAL INSTALLATIONS AND ECIVIPMENTS SHOULD BE #4 RESAR,TYP. 2/13AL IN, INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA TO,RATIONAL ELECTRICAL CODE,ARTICLE 514,CLASS 1,6ROUP D,DIVISION 1 4 2. 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO HAY B 245.07 MONITOR PANEL 6 TERMINATE IN UL LISTED WATERPROOF N69*08'29"W JUNCTION BOXES. 110 ----------- f-UND15TUR5ED GROUND nth- EXCAVATfON PROCEDURE AND LIMITS: L 1. THE CONTRACTOR SHALL EXCAVATE WITH EXTREME CARE COMPACTED SOIL 7t BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS. I F11 I Ed I IHEI I I=:1 11-1 , ALL UTILITIES ENCOUNTERED 5HALL BE DEEMED ACTIVE EMBED FILTER--CLOTH: - %611 AID 5RALL BE CO FROTI!;CTW BY T�e CONTRACTOR. Tf-r=CONTRACTOR SHALL IMMEDIATELY A MIN OF 6" IN &RO REPAIR EXISTING UTILITIES WHICH ARE TO REMAIN AND ASL� THAT ARE PAMA&W BY THE CONTRACTOR'S OPERATIONS. SUCH REPAIRS SHALL BE MADE BY GUALIFIED PER50NNEL I IEI I IEI I IEEE ONIC SUITABLE F NITH NEA MATERIALS USIN6 t-IETHODS MICH AI:M LA OR THE ORIC91NAL UTILITY CHARACTERISTICS, =-I I M 1 2 AND WHICH COMPLY WITH ALL CODES,ORDINANCES AND 56a ORINO( UTILITY COMPANY RE&ULAT11ONS. ..tiNE 2. EXCAVATE TO THE DEPTHS AND AIDTHS,AS SHOWN,THE 0041 CONTRACTOR SHALL NOTIFY THE OMER'S I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE 14 1*4 Glenn(a? REPRESENTATIVE PRIOR TO THE START OF CONCRETE E POSTS Y417 WIRE TIES 0 VAL 1.%V REMOVALS. ALLOW FOR FORMS,WORKING SPACE,AND OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. oil, FILL. DO NOT CARRY EXCAVATION FOR SLAErS DEEPER 2. FILTER CLOTH To BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES *RESIDENTIA THAN THE ELEVATION SHOWN. EXCAVATION CARRIED 'ENVIRONMENTAL! BELOW THE GRADE LINES SHOWN SHALL BE REPLACED SPACED EVERY 24" AT TOP AND MID SECTION. FENCE BE WOVEN WIRE, 6" WITH THE SAME FILL MATERIAL AS SPECIFIED FOR THE MAXIMUM MESH OPENING 4 *ZONING V� OVERLYING FILL OF,BACKFILL,COMPACTED AS REWIRED 5. WHEN TY40 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 16 FOR SUCH OVERLYING FILL OR BACKFILL. 't's OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER "X", MIR.Af=1 IOOX, STABLIKA T140N, OR APPROVED EQUIVALENT. EXCAVATION sAr_r=1r*T'_ 4. PREFABRICATED UNITS SHALL BE C7EOFAB, ENVIROFENCE, OR APPROVED 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING EQUIVALENT. T THE EXCAVATION IN A SAFE MANNER. PROVIDE APPROPRIATE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN �oIEASUF;T_5 TO RETAIN EXCAVATION SIDE SLOPES TO ENSURE THAT "BULGES" DEVELOP IN THE SILT FENCE. WORKERS IN OP.NEAR THE EXCAVATION ARE PROTECTED, CONSTIRLICTION FENCING SHALL BE RRU15HW TO PROTECT THE GH'01v -11 EXCAVATION. 6 U F F 0 T A M P RAITI, C 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SILT FENOE DETAIL NECESSARY SHORING DESIGN,CALCULATIONS AND DETAILS,AS LINE PER OSHA,2q OFIR CH.XII.(HHM;M APPLICABLE) NOT TO 50ALE S. INSTALL AND MAINTAIN SHORINS,SHEETING,BRACIN&AND SLOPING NECESSARY TO SUPPORT THE SIDES OF THE EXCAVATION,TO KEEP AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PROJECT LOCA7 PAVEMENTS,UTILITIES,FOUNDATIONS,FOOTINGS,UTILITY PIPE PROP051ED 51TE PLAN BEDDING OR STRY-TURES,DAMAGE OR DELAY THE WORK,OR ENDANGER LIFE AND HEALTH. INSTALL AND MAINTAIN SHORING, 5HEETIN6,BRACING,AND 5LOPIN&AS REQUIRED 13Y 05HA AND E3RI( OTHER APPLICABLE&OV`T REGULATIONS AND AGENCIES.(MERE APPLICABLE) 1-7(9 0 SOl scof=12 OF: LUOR< NOTE- PROJECT DESCF 1. ALL FILL PORTS SHALL BE PROPERLY LABELED pumf= 1. INSTALL(1)NEW'1K/5K SPLIT RE&JLAR/VIESr;:L 8.6.VYL U.S.T.MANUFACTURED BY CONTAINMENT WITH A LABEL STATING THE 500FIS TANK NUMBER, SOLUTIONS. PAGE DESCRIPTI 2. MEN 2"AtvERON 12UALOY SOOO/L PRIMARY INSIDE 3'Af-IfERON DUALoy WOO/L SECONDARY THE CONTENTS OF THE TANK, AND THE NOMINAL CONTAINMENT'FROM NEW TANKS To N�I PCI TCM 56965o TRANSITION gimp s 1-1/2- AND AORKIN(S, CAPACITIES OF THE TANKS. OME&APLEX DOUDLETRAC,U6r­F5P-24 FROM TRANSITION W.IP To NEW DIESEL/6A5OLINE 2. NEW (1) 12,000 GALLON DOUBLEViALL FRF UST TANK JOB ff., DISPENSERS. IS, FITTED WITH A LABEL STATING THAT THE TANK280801 S. NEW OMNTEC PROBES TO TIE INTO NEW OMNTE0 PR.OTEUS-K PANEL 'T2 "p 4. INSTALL(2)NEW NAYNE RELIANCE-7200 SERIES SINGLE PRODUCT -HOSE DISPENSER AS PER WAS FABRICATED IN ACCORDANCE WITH UL-IE316 DATE: PLANS. BOTH SHALL HAVE CUSTOM FAIRFIELD DP-I STAINLESS DISPENSER SUMPS. AND DISPLAYS A UNIQUE SERIAL NUMBER. BUILDING T_\ S. NEW 2"At-IERON DUALOY 5000/L VENT PIPING AND RISERS AS SHOWN. S. THERE! ARE SURFACE WATERS WITHIN 200' OF TEST ALL EQUIPMENT AS PER SOHO REQUIREMENTS. SUBJECT SITE DRAWN BY: 1. RESTORE ALL AREAS TO MATCH EXISTING. MFZ CHK'D BY: LOWER RICH GWG LINE OF PROPOSED 24. 1 ' HAYBALES / SILT FENCE ELEVATIONS, 1 2.2 ��(.tED At? . TYP. [ NEW U-BUMPER, TYP. - O O ��`�\G�p,EIL K. �Gyy�1\ 6f it .A MEAN LOW WATER LINE O ... �® 2" 5.W. AMERON DUALOY3000/L FRP VENT ' N N� 0 / i PIPING ON 7K REGULAR TANK �— 9). zm �Q WETLANDS 4 5K DIESEL. GALV. STEEL 1 2.3 F OF ESN FLAG, TYP. ' RISER ABOVE GRADE W/ n/ N / OPYi MODEL -725 PRESSURE ]L VENT GAP FOR REGULAR TANK AND OPW 23 ATMOSPHERIC VENT GAP FOR DIESEL TANK. - _ _ - -Ut (\ NEW OMN Er,/RA -2 HIGH Tgivk " g -1 LE N GI TOR qT NEW 12K MULTICOMPARTMENT MOUNTE O V NT ISER ('7K REGULAR /5K DIESEL) DW �-- v ; SITE ( FRP U5T,rv/ 12" REINF. TANK .!1 J MAT EXTENDING 24" BEYOND �1 NEW VENT RISE TYP. PLGS TANK EDGES. Ll NEW 5TA6E I VAPOR 00 � RECOVERY DRYBREAK, TYP. Qcj v MEAN HIGH WATER LINE f J jNEW 24" FIBRELITE CD-) UO l9 FL600-00, TYP. 2 PLG5. UO f r ' O WETLANDS r,7. / aF 24. 1 ' FLAG, TYP. j +/ I F` W C Inv � I / �: ® O O KEY MAP OI PROJECT INFORMATION: I e' PROPERTY OWNER: NEW 40" FIBRELITE FLI00 SUMP GONKLING ADVISORS LLG ACCESS MANHOLE, TYP. 3 PLG5 C�O' 1'760 SAGE BOULEVARD O `J 1 1 ' GONTAGTSOUTHOLD.ANDREWI50LOMON +� ® ANDREW®BRIGKGOVE.GOM •� ""��.. ® ! MEAN LOW 2 , NEW 10 LB B.G. FIRE TAX4D# 5530 2403160 WATER LINE EXTINGUI5HER5, TYP. PLG5 (2 IN BETWEEN 20' - 100' WETLANDS ® ` / \,�`® ® BUILDING, 1 AT EACH ISPENSER 4 FLAG, TYP. (I) MOUNTS ON DOCK) / NEW 2" DIA AMERON DUALOY NEW 10 LB B.G. FIRE 10 LB B.G. FIRE ' 3000/L PRIMARY INSIDE 3" NEW OMNTEG NEW EMERGENCY EXTINGUISHERS, TYP. 5 PLG5 (2 IN EXTINGUI 5 IN EXTERIOR DIA AMERON DUALOY 3000/L PROTEU5-K MOUNTED IN SHUT-OFF IN BUILDING, I AT EACH DI5PEN5ER 4 ABIN4 E GY SHUTOFF, �"" -- — ' SECONDARY PRODUCT PIPING (1) MOUNTED ON DOCK) MOUNTEP AS PER DETAIL MEAN HIGH FORMER WITH ATTENDED AREA ATTENDED AREA NEW HANNAY 55520-30-31-15.5A 3'-0" MAX .� WATER LINE ELECTRICAL BOXES / ® REV DESCRIPTION BY DATE HOSE REEL WITH (U 100' HOSE i PRELIMINARY DESIGN MFZ 8.8.23 (TYP. 4 PL05) NNW" now low �/\ �. •- `.' 2 CONSTRUCTION DOCUMENTS I MFZ 8.24.23 rw � - - - C� 3 REVISED AS PER COMMENTS GFH 8.30.23 EMUI -- - '� -~ �� � TIMBER CURB ®� �ASO I �R`( 00 4 REVISED AS PER DEC SUBMISSION GFH 10.24.23 ID GASwoo 0 < - - NEW 1-1/2" DIA OMEGAFLEX NEW PCI T5M 5656 O FRP �I LINE A PROPOSED DOUBLETRAG FLEXIBLE 5.W. FRP TRANSIT ON SUMP HAYBALES SILT FENCE DOUBLE-WALLED PRODUCT PIPING WITH INTE ID �. _ (2) NEW WAYNE RELI ANGE 1200 5ERIE5 DUAL-HOSE DIE5EL WETLANDS "' � ® mom err GRAVEL DRIVEWAY I �� DISPENSERS w _ �' / CU5TOM FLAG, TYP. MEAN HIGH '� ■■. I -- - - 5TAINLE55 FAIRFIELD DP-I SUMPS ^"• WATER LINE I •�� f --- - - - MEAN LOW ",. 2LPL SR BOX, WATER LINE WETLANDS �r FLAG, TYP. roof OH MEA HIGH 2 2.3' WA R LINE J TIMBER CURB MEAN LOW \ ' 77 1 WATER LINE 2 4 o �fF WETLANDS \ ............ FLAG, TYP. EXISTING 1 STY . . METAL FRA�E 3U L LD I I`� 4 BULKHEAD � � "vp'AM JT d- on(\rpf P ASSOC "ES PLANNING & DESIGN AREA OF WORK PLAN Z 256a ORINOCO DR.BRIGHTWATERS,NY 11718 OFFICE: (631) 665-96ig SCALE: I" = Io'-o" Glenn@grahamassociatesny.com 'RESIDENTIAL DESIGN TOMMERCIAL SITE PLANNING 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 'ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP NEW 40' WATERTIGHT MANHOLE BY 'ALL PHASES OF EXPEDITING FIBRELITE MODEL# FL IGO EXI5TIN6 WOOD DOCK OMEGAFLEX DOUBLETRAC U6F-S5F5T-24 FITTING WATER TIGHT TW15T-LOK COVER WITH TEST PORT FOR TESTING OF SECONDARY C- L I-' \ A l � ?' S PRODUCT PIPING ENTERING A SUMP SHALL $E � � f���i.T T''�'� 7�0. i.�:��"r' � ���a�. 1'I SUPPORTS, CONTAINMENT NEW REINFORCED IMMEDIATELY TRANSITION TO GALVANIZED STEEL FOR S ca T. w TYP. AS CONCRETE FRAME OMNTEC BX-PD5 SUMP SENSOR TO BE GASOLINE 4 SCHED. 40 BLACK STEEL FOR DIESEL. c; 0 �._ F . G.c\. 17,- �v t I s. , 1-4 -.. - . GRADE GRADE PRODUCT DISTINGUISHING AND RIGIDLY CONTRACTOR SHALL MINIMIZE EXPOSURE OF FRP AS MOUNTED I" ABOVE SUMP BOTTOM PRACTICALLY POSSIBLE il'0 <Gil- T I I l ll S"�'1`. NT° l BUFFCLK COUNTY APPROVAL STAMP . � � � ,e �� � OMEGAFLEX DOUBLETRAG <. EXPLOSION-PROOF �JNCTION BOX DPW MODEL TBA-3020 WITH TEST PORT FOR TESTING 'a T-! L C• b t 3.Lj��`T I2-'"�����, T .I\Y. UGF-24 RIGID ENTRY BOOT OF SECONDARY CONTAINMENT. AFTER TESTING, BOOT 14; T T T r - 2" AMERON DUALOY 3000/L FRP PRIMARY 3/4" DIA 6R5 CONDUIT TO EXISTING "� T C T!A�1, �� INSIDE 3" AMERON DUALOY 3000/L - - FLING ION OFIPEDSECONDARY CONTAINMENT.OF PLACE IFOR R NEW I-I/2 OMEGAFLEX DOUBLETRAG SECONDARY PRODUCT PIPING FROM ALARM PANEL INSIDE BUILDING WITH UGF-FSP-24 DOUBLEWALL PRODUCT TANKS w/OPW EBF-0500 SUMP OPW EBF-0"I51 FLEXIBLE ENTRY BOOT TO DISPENSER —t PIPING TO DISPENSERS TRANSITION BOOT PROJECT LOCATION: FROM U5T CONCRETE DEADMEN 2" AMMON DUALOY 3000/L FRP PRIMARY INSIDE 3 AMMON .�. INSTALLED AS PER DUALOY 3000/L SECONDARY E3R I GK DOVE MARINA MFR.SPECS 3/4" DIA GRS CONDUIT TO ALARM -0. OPW MODEL TBA-3020 WITH TEST PORT PRODUCT PIPING w/OPW E8F-0300 PANEL INSIDE ONDUIT WITH oPW FOR TESTING OF SECONDARY - -__ SUMP TRANSITION BOOT 1160 SAGE BOULEVf�RD EBF-0-151 FLEXIBLE ENTRY BOOT CONTAINMENT. AFTER TESTING,BOOT SOUTHOLD NY Ilq-Tl " SHALL BE SLIPPED OUT OF PLACE FOR NEW I-I/2" OMEGAFLEX V CONTAINMENT.NMENTTION OF SECONDARY DOUBLEWALL PRODUCT PIPING PROJECT DESCRIPTION: LINE OF TWIST-LOK COVER ABOVE EXPLOSION .uNGTION soX T PUMP AND TANK UPGRADE OMNTEG BX-PDS SUMP SENSOR TO $E ~` TO NEW DISPENSERS 2" BALL VALVE,TYP. 3 PLG5. PRODUCT DISTINGUISHING AND RIGIDLY CONCRETE DEADMEN INSTALLED AS PER OMEGAFLEX DOUBLETRAG-- PAGE DESCRIPTION: MOUNTED I"ABOVE SUMP BOTTOM : . MFR. SPECS UGF-24 RIGID ENTRY BOOT 2" BALL VALVE OMEGAFLEX DOUBLETRAG UGF-SSFST-24 AREA OF WOR< PLAN PGI T5M 363630 FRP 5.N. FRP PGI T5M 363630 FRP FLUSH TRANSITION SUMP PRODUCT PIPING ENTERING A SUMP SHALL BE IMMEDIATELY FITTING WITH TEST PORT FOR TESTING OF JOB#: TAX MAP: TRANSITION TO GALVANIZED STEEL FOR GASOLINE 4 SGHED. SECONDARY CONTAINMENT,TYP. 2 PL05. MOUNT S.W. FRP TRANSITION SUMP 12" MIN. PEA GRAVEL (THAT 40 BLACK STEEL FOR DIESEL. CONTRACTOR SHALL MINIMIZE 23O8OI I OOO-S-7-OI-O3S.003 MEETS ASTM G-33) AROUND ALL EXPOSURE OF FRP AS PRAGTIGALLY POSSIBLE TRANSITION SUMP PLAN DATE: SCALE: IN SET: 510M OF TRANSITION SUMP NOT TO SCALE 8/5/23 AS NOTED 2 OF 4 DRAWN BY: SHEET: TR,4NSITION SUMP DETAIL MFZ NOT TO 56ALF CHK'D BY: 0 LOWER RICHl c ■ NEW OMNTEG MAGNETOSTTRIGTIVE PROBE OPW EBF-0151 3/4" CONDUIT ENTRY FITTING NEW 40" WATERTIGHT MANHOLE BY NEW 5" DIA AMERON DUALOY 3000/L MORR15ON 50LEN0I12 VALVE FIBRELITE MODEL# FL 100,TYP. 2 PLG5. NEW 50" FIBRELITE 5A. FRP VAPOR RECOVERY PIPING W/ 1-1)A) DENOTES HOEDOWN LOCATIONS. FL760 MANHOLE OF"E5F-0300 SUMP ENTRY BOOT DEFLECTION RISER PORT ON SEE MFRS INSTALLATION GUIDE DEFLECTION RISER PORT TANK CENTERLINE, TYP. �5 p�L K. "SPECIFICALLY FOR THIS TANK" ON TANK CENTERLINE,TYP. NEW 30" FIBRELITE C� ��,� Gy FL760 MANHOLE NEW 40" WATERTIGHT MANHOLE BY NOTE: y O t FOR TYPES d LOCATIONS FAIRFIELD BGSG-5 (5) GALLON FIBRELITE MODEL# FL 100,TYP- 2 PLG5. ." A '� MORRISON SOLENOID VALVE NEW 2 HP RED JACKET FAIRFIELD BGSG-5 (5) GALLON NOT ALL EQUIPMENT SHOWN FOR . SPILL CONTAINMENT BOX,NO b SUBMERSIBLE PUMP W/MECHANICAL VAPOR RECOVERY BOX,NO CLARITY, SEE SUMP EQUIPMENT PLAN . `; ' COVER,NO LID. NEW 2 HP RED JACKET SUBMERSIBLE PUMP FOR FURTHER DETAIL. a NEW OMNT'EG MTG-8 MAGNET05TRIGTIVE PROBE LINE LEAK DETECTION COVER,NO LID. W/MECHANICAL LINE LEAK DETECTION to qd NEW 12" THICK REINFORCED GONG. .e e :t d e �d.. :: ° ♦ °d e " d ° '♦•.. ♦ d•: a d ': ° a.e ° 'd• de. d'•♦ ° e ♦ • ° ° °.°' - ,: ♦ e ° .. ♦ d ♦ N ,rD non f TANK/ISLAND MAT,REINFORCED w/6xb ♦ ♦ 'd s: e ♦ d e e .' i 'd :♦ ° O� ��� 10/10 W.W.F,4,000 PSI GONG. ® 28 l - �- DAYS TANK MAT SHALL SLOPE 1/8" P/ -- NEW OPW 61SALP-1020-EVR SWIVEL _- FOOT AWAY FROM ALL MANHOLES. 2" MIN.--_ y__._ NEW 2" DIA FILL # OPW 634T'T--1085-EVR FILL GAP :" NEW 42"0 LIQUID TIGHT AMERON DUALOY A 2" FIBERGLASS TURBINE SLW NEW 42 LIQUID TIGHT �-. __" I �5000A_ 5JN. FRP EXPLOSION PROOF TYP FIBERGLASS TURBINE SUMP X VENT PIPING W/ ! NEW 2" DIA AMERON DUALOY ? JUNCTION BOX, TYP. 4 PEGS i OPW EBF-0200 3000/L S.W. FRP VENT PIPIN6 W/ SUMP ENTRY BOOT OPW EBF-0 751 3/4" CONDUIT ENTRY OPW EBF-0500 SUMP ENTRY BOOT �i p FITTING,TYP. 4 PLG5. , NEW 2" DIA AMERON DUALOY I i 01j LABEL SHOWING THAT THE TANK WAS 3000/L PRIMARY INSIDE 5" I HOSEMASTER NEW OMNTEG 5X-PD5 PROBE ® I" s FABRICATED IN ACCORDANCE w/ IA AMERON DUALOY 5000/L i FLEXIBLE ABOVE SUMP BOTTOM,TYP. 4 PLG5 1 �� UL-1316 AND UNIQUE SERIAL NUMBER SECONDARY PRODUCT PIPING FIRE-5HIELD CONNECTOR EXTENTS OF EXCAVATION NEW 2" BALL V'°`1-VE �- NEW 2" DIA AMERON DUALOY 3000/L NEW 2' BALL VAL PRIMARY IN51DE 3" DIA AMERON DUALOY 3000/L SECONDARY PRODUCT PIPING HOSEMASTER FLEXIBLE FIRE-SHIELD CONNECTOR FOLLOW OSHA �1� OPyq REQUIREytENT5 FOR OPW EBF-0300 FRP � LOON FLANGEDE ENTRY FITTING SHORING (A5 NEEDED) MECHANICAL FILL- FLANGED ENTRY FITTING //}}��/�/}� /� LIMITER OPW MODEL /fit A �X�CT4452 R 2TVAPOR �,5,�l00 GALLON / #6150-4000, TYP. 2 PLGS 7/000 GALLON \ NEW 12K D.W. FRP DUAL COMPARTMENT DIESEL I Ems+ EL REGULAR GASOLINE TANK AS MFG BY CONTAINMENT SOLUTIONS �7 tf 18„ STORAGE STOR>'AGE FILL RISER NOTE: MIN 4" GALVANIZED FILL RISER(GAS), TANK MUST C►4RRY TANK MUST CARRY rr' 50HED 40 BLACK STEEL (DIESEL..) UL131(o LABEL UL1316 LABML KEY MAP SOIL AT THE LEVEL OF THE TANK TO \ \ NOTE: / PROJECT INFORMATION: BE CLASS A-65 OR BETTER LIQUID LEVEL PROBE WILL TRIP OVERFILL ALARM AT cIO% OF THE WORKING PROPERTY OWNER CAPACITY OF THE TANK CONKLIN& ADV15OR5 LLG FILTER FABRIC TO LINE ENTIRE �p.XQ 1'760 SAGE BOULEVARD EXCAVATION DUE TO PRESENCE OF z z 5OUTHOLD, NY 11-171 WATER. INSTALL A LAYER OF FILTER 1 4 � S 10 11 13 14 1 1& 1 z � CONTACT:ANDREW 50LOMON FABRIC OVER THE ENTIRE \_ D `ram ANDREW®BRIGKGOVE.GOM EXCAVATION. ALL JOINTS IN THE 631-4"1"1-0830 - - - - - H E .. •.. •. :. ..... . ..: :.a:..:.. . .. .- .• ., _ - T X I D 85-2403'16 FILTER FABRIC SHOULD B OVERLAPPED b 12 INCHES. ALL •-< . ... .. ....• •.:..•r• •> - _ FABRIC MUST LAP ONTO THE TANK " - - -- - - - • • -AB - -1 FACE A AND EXCAVATIONSURFACE ..a . rt• MINIMUM OF b INCHES. - _ .. . .. .. r . . ... . .. .. ..,:...- n - I• •t' _ •'t' •t, rw -I IMPACT PLATE,TYP. 4 PLGS (2) DEADMAN 12" X 12"X 18' NEW OMNTEG ANNULAR 24" COMPACTED PEA SPACE SENSOR TO BE REV DESCRIPTION BY DATE GRAVEL FILL RIGIDLY MOUNTED AND ; TYPICAL 12 000 GALLON SPLIT (X REGULAR/5K DIESEL) DOUBLE WALL FIBERGLASS STORAGE TANK PRODUCT DISTINGUISHING' P 1 RELIMINARY DESIGN MFZ 8 8 23 --- - - - SCALE: 1/7' = P-O" 2 CONSTRUCTION DOCUMENTS MFZ � 8 24 23 3 REVISED AS PER COMMENTS GFH' 8.30.23 4 REVISED AS PER DEC SUBMISSION GFH 10.24.23 NEW 2" DIA AMERON DUALOY 3000/L PRIMARY INSIDE 3" - -- DIA AMERON DUALOY 3000/L 5ECONDARY PRODUCT PIPING NEW 42" DIA WATERTIGHT OPW EBF-0300 FRP FLANGED ENTRY FITTING, FRP TURBINE SUMP TYPICAL FOR ALL PRODUCT PIPING NEW 2" DIA A RON DUALOY NEW 2"0 AMERON DUALOY 3000/L OPW MODEL TBA-5020 WITH TEST RT FOR TESTING OF SECONDARY 3000/L PRIM INSIDE 3" DIA 5rW. FRP VENT PIPING WITH OPW 0 TAINMENT. AFTER TESTING, BO T SHALL BE SLIPPED OUT OF AMERON D ALOY 3000/L EBF-0300 PLACE FOR PROPER FUNCTION OF GONDARY CONTAINMENT. - ---- - - --- - -- SECONDARY PIPIN rMP NEW OMNTE 4" DIA SPARE OPW EBF-0500 FRP FLANGED MORRISON SOLENOID VALVE NEW OMNTEG S SENSOR TO BE MAGNET05TRIGTIVE PROBE ENTRY FITTING, TYPICAL FOR ALL PRODUCT D15 IN6UI5HING AND RIGIDLY "^--- MOUNTED " ABOVE SUMP BOTTOM OPYV EBF-0751 5/4" CONDUIT IS DEFLECTION PRODUCT PIPING NEW DEFLECTION RISER PORT ON RISER PORT ON TAN TANK CENTERLINE, TYP. ENTRY FITTING CENTERLINE, TYP. OPW MODEL TBA-3020 WITH TEST PORT EN 2"DIA BALL VALVE NEW 3/4" DIA' ORS CONDUIT W/ NEW EXPLOSION NEW 2"DIA FOR TESTING OF SECONDARY CONTAINMENT. /OPW EBF-0751 FLEXIBLE PROOF JUNCTION BOX BALL VALVE \ - AFTER TE5TING, BOOT SHALL BE SLIPPED H05EMA5TER ENTRY BOOT, TYP. 2 OUT OF PLACE FOR PROPER FUNCTION OF LEXIBLE FIRE-5HEILD PL05JSUMP NEW FAIRFIELD SECONDARY CONTAINMENT. CONNECTOR 5650-5 SPILL HO5EMA5TER FLEXIBLE , CONTAINMENT S EI D CONNECTOR MANHOLE FOR FIRE H L NEW 24 LIQUID TIGHT OLE - FRP TURBINE SUMP STAGE I VAPOR y:•: NEW 2 HP RED i NEW EXPLOSION `\ - " RECOVERY PROOF JUNCTION BOX JACKET:SUBMERSIBLE Q PUMP W/ MECHANICAL NEW 2 HP RED JACKET NEW EXPLOSION PROOF LINE LEAK DETECTION SUBMERSIBLE PUMP W/ JUNCTION BOX NEW 42" DIA \ MECHANICAL LINE LEAK DETECTION WATERTIGHT FRP NEW FAIRFI D B650-5 SPILL CONTAINMENT NEW 2 (P AMERON DUALOY 3000/L TURBINE SUMP 1S.W. FRP VAPOR RECOVERY 22"DIA MANWAY MANHOLE. NO OVER, NO LID IN NEW SUMP, TYP PIPING WITH OPW EBF-0300 22" DIA MANWAY 4" DIA SPARE ENTRY BOOT Q OPW EBF-0751 3/4" CONDUIT 1 2 3 4 rp & 1 8 10 11 12 13 14 1 16 1�1 1S IlB ENTRY FITTING NEW OMNTEG NEW OMNTEG SUMP SENSOR TO BE Am EMAr-NET05TRICTIVEEINPROBE PRODUCT DISTINGUISHING AND RIGIDLY MOUNTED I" ABOVE SUMP BOTTOM ASSO Nl_ NEW OMNTEG SUMP SENSOR TO BE CONCRETE DEADMAN 12" X 12" X IV, PRODUCT DISTINGUISHING AND RIGIDLY TYP. 2 PLGS —PLANNING & DESIGN MOUNTED I" ABOVE SUMP BOTTOM TYPICAL SUMP SOU I PMENT PLAN FOR: RREGULAR/D I SSEL TANK 256a ORINOCO DR.BRIGHTWATERS,NY 11718 SCALE: v2" = 1'-0" OFFICE: (631) 665-9619 5703.6.q.1 FIBERGLA55-REINFORCED PLASTIC PIPING. Glellll�gTahamaSSOclatesny.com FIBERGLASS-REINFORCED PLASTIC (FRP) PIPING IS NOT REQUIRED TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT: 'ENVIRONMENTALENGINEERNG 'PETROLEUM SPECIALISTS 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP FILL RISER NOTE: 1. PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. 'ALL PHASES OF EXPEDITING 4" GALVANIZED FILL R15ER (GAS), 2.PIPING HAS A STRAIGHT RUN OF NOT LE55 THAN 4 FEET ON 5GHED 40 BLACK STEEL (DIESEL) ONE 51DE OF THE CONNECTION WHERE SUCH CONNECTIONS NOTE: ALL NEW TANK 5UMP5 TO BE INSTALLED AND CERTIFIED RESULT IN A CHANGE OF DIRECTION. CTT J_,_!`,,j `•�4�• BY A LICENSED CONTAINMENT SOLUTIONS CONTRACTOR. IN LIEU OF THE MINIMUM 4-FOOT STRAIGHT RUN LENGTH, APPROVED vC ] g;,. ► �4. 11.90" AND LISTED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER DI5PEN5ER5 AND SUCTION PUMP5, AT SUBMERGED PUMPS AND TANK EQUIPMENT NOTES: BAC<r-ILL INSTRUCTIONS TANKS, AND WHERE VENTS EXTEND ABOVE GROUND. S U F 1= ® L. K C O U N T Y APPROVAL S T A M P P_ ITI, C Ell, ' f" 1 ' ', ;.; I. TANK TOP PIPING SUMPS SHALL BE FIBERGLASS, LIQUID TIGHT AND I. GENERAL <;' C' E L T D U T TNT, P. FACTORY FIBERGLASSED TO TANK TOP. BOLTED SUMPS OF ANY SORT SHALL NOT BE ACCEPTED. USE PEA GRAVEL OR CRUSHED STONE AS SPECIFIED IN THE 0 CONTAINMENT SOLUTIONS INSTALLATION MANUAL AND OPERATING CONTROLLER NOTES: 2. THE TOP EDGE OF PIPING SUMP SHALL TERMINATE AT A POINT GUIDLINE5 IN EFFECT AT TIME OF INSTALLATION (SUBSEQUENTLY PROJECT LOCATION: THAT IS HIGHER THE THE MANWAY SKIRT AND SHALL MAINTAIN A „ „ SYSTEM PRINTER I. NATIONALLY RECOGNIZED TESTING LAB U.L. 5L04. MINIMUM OF 2" CLEARANCE BETWEEN THE MANWAY SKIRT AND REFFERED TO AS INSTALLATION MANUAL"), AND THE CONTAINMENT = PIPING SUMP, " MANWAY SKIRT SHALL BE A MIN OF 4 T SOLUTIONS BAGKFILL GUIDELINES FOR BED AND BAGKFILL MATERIAL. II 2. SYSTEM SHALL BE ABLE TO DISTINGUISH BETWEEN �RIGK GOV� MARINA q THE SENSING OF WATER AND HYDROCARBONS DIAMETER LARGER THAN THAT OF THE PIPING SUMP. °' I T' COLOR TOUCH CD3. SYSTEM 15 APPROVED FOR USE w/ D.N. a S.w. I-160 SP�GE BOULEVARD 3. A CONTAINMENT MANHOLE SHALL BE PROVIDED AT ALL FILL SCREEN DISPLAY FRP TANKS. SOUTHOLD, NY I I�1-71 PORTS WITH A MIN CAPACITY OF 5 GALLONS. THE CONTAINMENT EQUIPMENT NOTES: MANHOLE SHALL NOT BE ATTACHED TO THE SUMP ACCESS MANYiAY I. (2) MT6-8 MAGNETOSTRIGTIVE PROBES. PROJECT DESCRIPTION: AND SHALL BE CONTAINED WITHIN THE PIPING SUMP. WEEP HOLES 2. (7) BX-PD5 SUMP LEAK DETECTION PROBES. PUMP AND TANK UPGRADE ARE NOT PERMITTED. SHOULD A MANWAY MOUNTED CONTAINMENT SPECIAL= NOTE ON PRODUCT PIPING WITHIN ALL SUMPS: 3. (1) BX-PDWF INTERSTITIAL SPACE LEAK SENSOR. PAGE DESCRIPTION: MANHOLE BE UTILIZED, ITS CAPACITY SHALL BE NO LE55 THAN 15 PRODUCT PIPING ENTERING A TANK SUMP SHALL BE 4. (U RA-2 OVERFILL ANNUNCIATOR GALLONS AND A SECOND INTO MANWAY SHALL BE PROVIDED FOR TANK DETAILS INSPECTION PURPOSES. ALL MANWAY AND CONTAINMENT IMMEDIATELY TRANSITION TO GALVANIZED STEEL OR SCHD COMPONENTS SHALL BE NASSAU COUNTY APPROVED. 40 CARBON STEEL FOR DIESEL. CONTRACTOR SHALL ALARM BUTTON JOB#: TAX MAP: MINIMIZE EXPOSURE OF FRP AS PRACTICALLY POSSIBLE. WARNING BUTTON 230801 1000-5�-OI-038.003 4. THE LEAK DETECTION PROBE FOR ANY PIPING SUMP MUST BE SET oWER BurroN BELOW THE TOP OF THE FACTORY INSTALLED CONTAINMENT DATE: SCALE: INSET: I I j r1 8/8/23 AS NOTED 3 OF 4 COLLAR AND NOT MORE THAN 2 INCHES ABOVE THE TANK. THE OMNT C P OT L SS< T►AN< MON I TO ING PAN L DRAWN BY: SHEET: PROBE MUST BE RIGIDLY MOUNTED. NOT TO SCALE MFZ CHK'D BY: LOWER RICzN GWG Ak ■ SHEAR VALVE TO BE INSTALLED �gEB Af3c w/ SHEAR GROOVE FLUSH TO 5/4" BELOW TOP OF 15LAND (OPW EQUIPMENT LIST K. \G,�P�L # ��� IOBH SHEAR VALVE) n SEAL SPACE BETWEEN DISPENSER 0 Y EQUIPMENT MANUFACTURER MODEL NUMBER ' PART OF DISPENSER INLET PIPE d, ±� SUMP' WALL $ COMPRESSION RING DISPENSER AND ISLAND SILICONE WITH SILICON OR GROUT NEW CUSTOM STAINLESS FAIRFIELD GONG. PAD ABOVE TANK TO EXTEND I D.W. F/6 TANK CONTAINMENT SOLUTIONS VAT'IK/SK SPLIT (() ' BAND CLAMP DP-I DISPENSER SUMPS IN EXISTING 24" BEYOND TANK EDGES RUBBER PRESSURE RING DOCK 2 TURBINE ENCLOSURE BY MANlFACTURER SUPPLIED ' "Sj 0296AI �O 5/4" DIA GRS RIGID YV/ TANK 42" F�F ��� - SUMP TO GRADE (BEYOND) ELECTRICAL RUBBER BOOT PIPE SUPPORT BRACKET �� ss CONDUIT 2 TURBINE ENCLOSURE BY MAWFAGTURER SUPPLIED - - TOP OF DOCK TAKE-UP ASSEMBLY PROVIDED BY w/ TANK 22" ' CONTAINMENT SOLUTIONS 2 5 GALLON FILL SPILL BOX FAIRFIELD BG5G-5 5/5 w/LID 3/4" VIA 6R5 CONDUIT TO EMERGENCY 5 GALLON VAPOR PRODUCT PIPING E:NTERIN6 A SUMP SPLIT-STRAP ANCHORING SYSTEM I FAIRFIELD BGSG-5 5/5 w/LID SHUT-OFF SWITCH WITH FRANKLIN SHALL BE IMMEDIATELY TRANSITION TO PROVIDED BY CONTAINMENT RECOVERY DRYBREAK FUELING FEB-0-15-D FLEXIBLE ENTRY GALVANIZED STEEL FOR GASOLINE OR SOLUTIONS AS D FIPBER61-A (DW) AMERON DUALOY 3000/L BOOT 50H. 40 BLACK STEEL FOR DIESEL. SITE , CONTRACTOR SHALL MINIMIZE REOVSFIBERGLASS PIPE (5NU AMERON DUALOY 3000/L ✓I T E 5/4" VIA ORS CONDUIT TO ALARM _P EXPOSURE OF FRP AS PRACTICALLY PANEL IN51PE BUILDING WITH POSSIBLE. WIRE-TIE HOOK IN ANCHOR POINT TO PROP05ED DOUBLE-WALL AS FLEXIBLE PIPE FRP PETROLIUM REOV PRODUCT(DW) 1-1/2"OMEGAFLEX DOUBLETRAG UGF-FSP-24 FRANKLIN FUELING FEB-O"15-D ME&AFLEX DOUBLETRAG UGF-24 WENT SLIPOFF, HOT GGAL TAR STORAGE TANK INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP FLEXIBLE ENTRY BOOT RIGID ENTRY BOOT COATING, TO PREVENT RUST 1 TANK MONITORING OMNTEG PRO-rEUS-{� EXPLOSION-PROOF JUNCTION BOX - 1 I INTERSTITIAL PROBE OMNTEG BX-PVNF STAINLESS STEEL ANCHOR GLEVIS NEW 1-1/2" OME&AFLEX 'T SUMP PROBE OMNTEG EX--PDS DISTINGUISHING SUMP SENSOR AND RIGIDLY OF DEADMAN. ALL DEADMAN SHOULD DOUBLETRAG UGF-F5P-24 SEE TANK SECTION FOR NUMBER # 51ZE 2 MASNETOSTRIGTIVE PROBE OMNTEG MTG-8 PRODUCT DISTIN OMNTEG DOU13LEWALL PRODUCT PIPING BE HIGH LEVEL ALARM - � = BULKHEAD FITTING MOUNTED I ABOVE SUMP BOTTOM OME6AFLEX DOUBLETRAG UGF-24 FITTING WITH SIZED PER CONTAINMENT SOLUTIONS I OMNTEG RAS-2 TEST PORT FOR STING OF SECONDARY SPECIFICATIONS 5 TE PEG AT FOR G IONS - N Y SOOT FL EXIBLE�i TR - DISPENSER LEX LEE _ CONTAINMENT. AFTER TESTING BOOT SHALL �. �.... .'...::-: :� - - .`. ,.. .. . .:.:.:.:•:-`� ':. ��:" ��:... HOSEMASTER FLEXIBLE FIRE-SHIELD - �� � � `� ``'�-��� �---• �• _ _ 2 WAYNE STAINLESS) SELECT�200 REMAIN BUT SLIPPED OUT OF PLACE TO SINGLE WALL PIPING CONNECTOR w/NEW YELLOW AGKET _ - - - NOT TO 50ALE ISOLATION JACKET,TYP FACILITATE DRAINAGE OF SECONDARY. (2) #6 REBAR BY 24" LONG 2 DISPENSER SUMP FAIRFIELD (STAINLESS) (GU5TOM) DP-I OPW EBF-O"Ir✓-I FOR CONDUITS m COMPACTED PEA I TRANSITION SUMP PGI TSM 565650 GRAVEL - 24" MIN. oPw EBF-o2oo FOR 2 FRP DISPENSER SPILL CONtfi�INMENt SEGtION FOR DOCK MOUNtED DISPENSER BEDDING As SUMP ENTRY BOOTS oPw EBF-o t51 CPA EBF-0500 FOR 5" FRP REOV FOR CONDUIT NOT TO SCALE (2) #6 REBAR BY 24" LONG - S SUMPREOV FOR ENTRY BOOTS OPA EBF-0200 KEY MAP /2" STEEL PLATE 1/2" STEEL PLATE AS SUMP ENTRY BOOTS OME6AFLEX UGF-24 PROJECT INFORMATION: REG D FOR 2" D.W. OME6AFLEX EXISTING SIDE VIEW END VIEW AS SUMP ENTRY BOOTS FINISHED DEADI*'IAN DETAIL OPW EBF-0500 r�URFAGE NEW 4" MIN. ASPHALT PAVING OR AS FOR 3" S.N. FRP PROPERTY OWNER: 8" CONCRETE TANK SLAB NOT TO 50ALE #6 REBAR GROUTED IN ALL PROBES SHALL BE PRODUCT DI TINGUI �!fNG � i VAPOR EXTRACTOR TEE OPW 233-4432 GONKLING ADVISORS LLG SAW-GUT PRE MOULDED FILLER PLACE ®IS O.G.,DOWELS A FOR T c AS NEEDED EXPANSION JOINT FOR AND RIGIDLY MOUNTED oHTtaacTaR` GOPtrAiNh�tf soLUTioNS 6UID�11�5 i11MG NCHORING. , " IN REOV '160 SAGE BOULEVARD SHALL EXTEND 12 CONCRETE AREAS ONLYTEST BOOT DPW TBA-3020 CONTACT:, NY I1a71 EACH WAY,TYPICAL COMPACTED AS GONTAGT:ANDREW SOLOMON BAGKFILL EARTH REOV TEST BOOT OME6AFLEX DOUBLETRAC UGF-S5F5T-24 ANDREW®BRIGKCOVE.GOM 651-4-7-7-0830 AS FLEXIBLE CONNECTOR HOSEMASTER FIRE-SHIELD TAX ID# 85-2405 160 4„ REOV SIT` 2 BALL VALVE MORR15ON 691B55-0500V I} 2 SUBMERSIBLE PUMP RED JACKET 2 HP w/MECHANICAL LLD 13" WAYNE SELECT 1200 « 3 SUMP ACCESS MANWAY5 FIBRELITE 40" FLI00 (MIw 12., MIN = 4" MIN NEN 2" AMERON DUALOY LOX/ DISPENSER TYP. 2 PLGS POSTWBOLTED w/ 3000/L GALVANIZED 3 1 SUMP ACCESS MANWAYS FIBRELITE 50" FL-160 HARDWARE TO 2 MECH. OVERFILL OPW 61SO-4000 REV DESCRIPTION BY DATE 4" EXISTING DECK b" SUFFOLK COUNTY JOISTS I VAPOR EXTRACTOR FITTINGS OPW 233V-4430 1 PRELIMINARY DESIGN - MFZ 8.8.23 ® ® MIN PEA GRAVEL GALVANIZED STEEL RISERS APPROVED 'NO SMOKING 2 CONSTRUCTION DOCUMENTS MFZ 8.24.23 w/OPW23 OPEN VENT GAP - ENTIRE EXCAVATION SIGN IN VIEW OF FILL 2 TIGHT-FILL ADAPTERS OPy� 633TG 3 REVISED AS PER COMMENTS GFH 8 30.23 6" 4' FOR D5L d OPW723 NOZZLE IN. PRESSURE VENT FOR GAS 4 REVISED AS PER DEC SUBMISSION GFH 10.24.23 2 FILL GAPS CPA 634TTP - - - - VIRGIN SOIL (2) NOZZLES W/BREAK- AWAY COUPLERS 1 (1) 1 OPEN VENT GAPS OPW 23 (DSL) EXTENT OF - - - - - TRENCH NOTE EXCAVATION 55820-30-3N ABC HOSE FIRE EXTINGUISHER I PRE55URE VENT GAPS OPW 723 (6A5) - --I -- -- -_ ------ -- - REELS BOLTED TO DOCK IN NEMA 4 PIPING TO BE INSTALLED A5 PER MANUFACTURERS RECOMMENDATIONS "W�A NIINpG w/(4) 3/b" 5/5 BOLTS 4 ENCLOSURE 4 HOSE REEL HANNAY 55820-30-31-155A FILTER FABRIC DUPONT TYPAR SF TYPICAL PIPING TRENCH DETAIL NOT TO 5GA.UE EXISTING FIXED DOCK - ---- -- = -- - - 12"O x 36" GONG FOOTING,TYP DOCK POLE MOUNTED EXTINGUISHER DETAIL 2"0 GALV STEEL PIPE CLAMP, TYP NOT TO SCALE NEw CUSTOM STAINLESS FAIRFIELD FRP VENT PIPE �' �aacs-� DISPENSER SUMP IN IN / BELOw GRADE,TYP EXISTING DOCK (DIM.PER SITE GONDITIO� O >F O • ® SLOPE VENT PIPE DOWN OViNTEC 1/5' PER FT To TANK,TYP / Z ®REMOTE MGH LEVEL ALARM 1 GALVANIZED STEEL SWING JOINT DISPENSER ISLAND DETAIL TANK, TANK NOT TO SCALE 0 O ., GALV STEEL VENT RISER AT LEAST 15 FT ABOVE GRADE,TYP EW TRAFFIC BOLLARD AS PER �'--- 7•�Q' DETAIL,THIS PG. DOCK SUPPORT - / STRUCTURE DECK BOARDS T T ..f V.an«ng low voi'age Hauls ord� eRflwN wHlTel STEEL GROSS BRACE 5 03' 5'-0" AND V-O" ABOVE GRADE O 2"DIA x 6'-0" GALV STEEL SUPPORTS G Am w/NATER-TI6HT GAP 6' FT ABOVE c� GRADE, TYP. ASSOC jS NOTE PRODUCT PIPING AS INDICATED RED(+) PLANNING & DESIGN— TANKS IOK AND OVER SHALL HAVE A IS SUPPORTED ON DOCK 6LACK GREEN VVIA VENT LINE,UNDER IOK SHALL BE JOISTS AND HELD w/STAINLESS A VDIA VENT LINE. SEE PLAN FOR LOCATION CLAMPS a HARDWARE,TYP. a�u6 OFFICE: (631) 665-9619 256a ORINOCO DR.BRIGHTWATERS,NY 11718 AND NUMBER OF RISERS. PRODUCT PIPING SUPPORT DETAIL Glenn@grahamassociatesny.com TYPICAL VrNT RISER DI•"TAIL NOT TO SCALE HIGH J,_( \ ' _ /� I /� J� NOT TO SCALE HIGH l- Y L. A}.A R M D T lei I 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING NOT TO SCALE 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP SUMP WALL 'ALL PHASES OF EXPEDITING TYPICAL VENT RISER ELEVATIONS 4"0 STEEL PIPE COMP BOLLARD PAINTED COMPRESSION RING NOT TO SCALE RUBBER BOOT "+ YELLOW < I°s �� c r C T 1`, R . A . BAND CLAMP GONG FOOTING; 4,000 PSI ' , R� + SECONDARY CONTAINMENT LINE CENTERING BLOCKS @ 28 DAYS S U F F O L K COUNTY APPROVAL STAMP T n , NEW OPW 61VSA-MA VAPOR SWIVEL 4 AS PER MFR,TYP. Q 'l h• Y IT I I_a -' IJ a�4 (a A RT, I .S,i-. OPW I"IIIT-71085 EVR VAPOR GAP m [MIN. 2"CLEARANCE BETWEEN NEW 30" WATERTIGHT MANHOLE FILL/SPILL BUCKET AND MANWAY EXISTING CONCRETE '"4� $ �� J "r `• � BY FIBRELITE MODEL#FL 160 SKIRT, TYP. ALL FILL PORTS d• <'~ - - - - - - `'r' - PROJECT LOCATION: !• ° d = • 4 , °. n` d• d. ° - a .6 BRICK DOVE MARINA NEw FAIRFIELD BGSG-5 ^- 1-760 SAGE 5OULEVARD PRODUCT LINE STAINLESS STEEL VAPOR _ a NEW 12" THICK REINFORCED REDUCER W/ AIR STEM RECOVERY SPILL OX w/B (DETACH FROM SECONDARY HINGED LID GONG. TANK/ISLAND MAT, m 50UTHOLI7, NY I I q-I I REINFORCED w/bx6 10/10 PROJECT DESCRIPTION: PIPE WHEN NOT TESTING) w.w.F,4,000 PSI GONG. ® 28 DAYS TANK MAT SHALL a ° PUMP AND TANK UPGRADE SLOPE 1/8" P/FOOT AWAY INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP FROM ALL MANHOLES. PAGE DESCRIPTION:a` ` NEW 3"4) A.O.SMITH S.A. FRP STAGE I TANK DETAILS n VAPOR RECOVERY w/BRAVO F-30-R _ JOB#: TAX MAP: FRP FLANGED ENTRY FOOTING m r 23O8OI 1000-51-OI-038.003 DATE: SCALE: IN SET: \/APOR R GO\/ R1' 1,IANLUA`I' D to f 5/8/25 AS NOTED 4 OF 4 TEST 15007 NOT TO SCALE L4'j DRAWN BY: SHEET: PI(PING IIuII 5�-APED OLLARD D TA1L MFZ NOT TO 50ALE NOT TO SCALE CHK'D BY: Nor LOWER RIICxN GWG [ e