HomeMy WebLinkAboutFuel Storage PlanDRAWN BY:SCALE:PROJECT NO.:SHEET NO.:CHECKED BY:ISSUE DATE:67 Hall Road
StuRbRidge, Ma 01560
PHone: 774-241-0901
fax: 774-241-0906
enViRonMental SeRViCeS
engineeRing SeRViCeS
R E V I S I O N S
PROFESSIONAL SEAL
NO.DATE DESCRIPTION BY CK'D
PREPARED FOR:
PROJECT:SHEET NAME:T-1.02019-236MSSH12/17/2019TITLE SHEETLOCUS MAPAPROX. SCALE: 1" = 350'OWNERDEER RUN STABLE LLC96 ROUTE 32FRANKLIN, CT 06254PREPARED FORSERVICE STATION EQUIPMENT, INC.20 MURPHY ROADFRANKLIN, CT 06254UNDERGROUND STORAGE TANKS INSTALLATION PROPOSED FILLING STATION1499 & 1505 HARTFORD-NEW LONDON TURNPIKE, OAKDALE, CT 06370SHEET #SHEET NAMET-1.0TITLE SHEETUST-1.0UST AND PIPING PLANUST-2.0UST DETAILSUNDERGROUND STORAGE TANK REPLACEMENT
1499 & 1505 HARTFORD NEW LONDON TURNPIKE
OAKDALE, CT 06370
SERVICE STATION EQUIPMENT, INC.
20 MURPHY RD
FRANKLIN, CT 06254 PROPERTY LINEPROJECT SITE1 08/04/2020 RELOCATE DIESEL ISLAND SH MS
BITUMINOUSPAVINGSELECT FILL PERMANUFACTURER SPECSFILTERFABRICNATIVESOILCONCRET DEADMAN ANCHOR DESIGNEDBY TANK MANUFACTURERINTERSTITIAL MONITORTANK LEVEL/LEAK DETECTOR PROBESUMP MANHOLESUMP LEAK SENSORSUMP LEAK SENSORTANK LEVEL/LEAK DETECTOR PROBESUMP MANHOLESUBMERSIBLE PUMPSUMP RISERFILL WITH SPILL CONTAINMENT MANHOLE8" THICK REINFORCED CONCRETEMAT 4,000 PSI MIN, 6"X6" W4.0XW4.0 WWMVENTFILL WITH SPILL CONTAINMENT MANHOLENOTE: COAT ANY BURIED METAL COMPONENTS IN DIELECTRIC TAPE OR BARRIER COATING.VENTSUBMERSIBLE PUMPBITUMINOUSPAVINGSELECT FILL PERMANUFACTURER SPECSFILTERFABRICNATIVESOILCONCRET DEADMAN ANCHOR DESIGNEDBY TANK MANUFACTURERTANK LEVEL/LEAK DETECTOR PROBESUMP MANHOLESUMP LEAK SENSORSUBMERSIBLE PUMPINTERSTITIAL MONITORFILL WITH SPILL CONTAINMENT MANHOLE8" THICK REINFORCED CONCRETEMAT 4,000 PSI MIN, 6"X6" W4.0XW4.0 WWMNOTE: COAT ANY BURIED METAL COMPONENTS IN DIELECTRIC TAPE OR BARRIER COATING.CONCRET DEADMANANCHOR DESIGNEDBY TANK MANUFACTURERJAW BY JAW TURN BUCKLEMIN. WORKING LOAD 5200 #GALVANIZEDANCHOR STRAP DESIGNEDAND SUPPLIED BY TANKMANUFACTURERFILTERFABRICNATIVESOILSELECT FILL PERMANUFACTURER SPECSBITUMINOUS PAVING10.0' DIAO.D8" THICK REINFORCED CONCRETEMAT 4,000 PSI MIN, 6"X6" W4.0XW4.0 WWMBURIAL DEPTH PERMANUFACTURER SPECSBASED ON ANTICIPATEDGROUND-WATER LEVELSAND EMPTY TANK6"MIN.6"MIN.12"
MIN.4"
MIN.CONCRETEASPHALTWELL COMPACTED CLEANGRAVEL BACKFILLNATIVE SOILFILTER FABRICENVELOPEGRAVEL4"MIN.18"
MIN.
18"
MIN.
6'-0"2'-0"
12'-0" MIN. ABOVE FINISH GRADE
4'-0" MIN. TO FACE OF CURBFINISH GRADEVENT LINE TO TANK -SLOPE 1/8"/FT. MIN TO TANKTRANSITION TO STEEL RISERW/ STAINLESS STEEL FLEXCONNECTOR OR GALVANIZED SCH40STEEL SWING JOINT.COAT ANY BURIED METALCOMPONENTS IN DIELECTRIC TAPE ORBARRIER COATING.4'-0"CONCRETE FOOTING, TYP.3'-6"18.0"1'-0"'U' BOLLARD PROTECTIONG.I. COUPLERUNI-STRUT BAR AND FASTENERVENT RACK 2 - 3" SCH 40 RISERS APPROXIMATELY4' CENTERS, OR ANCHORED TO THE BUILDING3" Ø G.I. VENT RISER, FOR MULTIPLE UST'S2" Ø G.I. VENT RISER, FOR DIESELVENT CAP3'-0"UNPAVED 18 12PAVED, MIN. 4" ASPHALT 12 8PAVED MIN. 4" CONCRETE 9 5PAVED MIN. 4" CONCRETE 9 3UNPAVED 20 14PAVED, MIN. 4" ASPHALT 13 9PAVED MIN. 4" CONCRETE 11 7PAVED MIN. 4" CONCRETE 10 4IN IN 2 3 PIPE AMIN.BURIALDEPTHSURFACECONDITIONREFERENCERED THREAD 11A, DUALOY 3000/L, DUALOY 3000/LCXPIPING SYSTEM INSTALLATION INSTRUCTIONSSIZECONCRETE6.0"B4"-6"4"-6"A
ASPHALTNATIVE SOILSELECT BACKFILLOVERLAP MAT AND BARSBY 12" MIN. ALL EDGES8"CONCRETE TANK MATAT GRADE, 4,000 PSI MIN.COMPRESSIVE STRENGTHADDITIONAL REINFORCEMENTAT MANWAYS - #4 REBAR, 12" O.C.EACH WAY, TOP 1/3 OF MAT6X6 W4.0XW4.0 WWMFORM BOARD TO PREVENTCONCRETE SEAL TO SUMP ,REFER TO SUMP INSTALLATIONINSTRUCTIONSOUTER EDGE OF TANK1" CROWN FOR ALLMANHOLES1-1/2" COMPACTED BIT. CONC. WEARINGCOURSE (CLASS 2 PER CT D.O.T. FORM 816,ARTICLE M.04.02)2" COMPACTED BIT. CONC. 1 BINDERCOURSE (CLASS 1 PER CT D.O.T. FORM 816,ARTICAL M.04.02)4" PROCESSED AGGREGATE BASE(PER CT D.O.T. FORM 816, ARTICLE M.05.01)OR SUITABLE EXISTING BASE6" COMPACTED ROLLED GRANULAR BASE(PER CT D.O.T. FORM 816, ARTICLE M.02.03)OR SUITABLE EXISTING BASEEXISTING COMPACTED SUBGRADE(95% MODIFIED OPTIMUM DENSITY)6" THICK, 4,000 psi CONCRETEMAT WITH 6X6 W4.0XW4.0 WWMREINFORCEMENTBUMPER POSTCANOPYCOLUMNAPPROXIMATE CANOPY PIERVERIFY IN FIELD. COORDINATEBURIAL DEPTH WITH SUMP TOAVOID CONFLICT.3.0'
6"STEEL ISLAND FORM5.0'SUMP SENSORELBOW AT "TERMINATION" SUMPTEE AT "THROUGH" SUMPPRODUCT PIPINGNOZZLESWIVELHOSE4" SLEEVEHOSENOZZLESWIVELNPT PRODUCTINLET COUPLINGGAL. STEEL NIPPLEGAL. STEEL UNIONDISPENSER SUMPCRASH VALVESUMP SENSORJUNCTION BOXELBOW AT "TERMINATION" SUMPTEE AT "THROUGH"SUMPBREAK-A-WAYWHIP HOSEDIESEL FUELINGIF APPLICABLE3.0'34" DEEP X 34" WIDE GROOVE4 12"4 12"4 12"4 12"CONCRETE MATDRAWN BY:SCALE:PROJECT NO.:SHEET NO.:CHECKED BY:ISSUE DATE:67 Hall Road
StuRbRidge, Ma 01560
PHone: 774-241-0901
fax: 774-241-0906
enViRonMental SeRViCeS
engineeRing SeRViCeS
R E V I S I O N S
PROFESSIONAL SEAL
NO.DATE DESCRIPTION BY CK'D
PREPARED FOR:
PROJECT:SHEET NAME:UST-2.02019-236MSSH12/17/2019UST DETAILSSCALE: NTSANCHORING CROSS SECTION1UST-2.0SCALE 1/4" = 1'-0"20,000 GAL SPLIT TANK CROSS SECTION2SCALE 1/4" = 1'-0"20,000 GAL TANK CROSS SECTION3SCALE: NTSUNDERGROUND PRODUCT PIPING TRENCH DETAILS5SCALE: NTSFRP VENT PIPING TRENCH DETAILS6SCALE: NTSTANK MAT REINFORCEMENT AT SUMP9UST-2.0UST-2.0SCALE: NTSVENT RISER7UST-2.0UST-2.0UST-2.0UST-2.0SCALE: NTSASPHALT PAVEMENT DETAILS8UST-2.0SCALE: NTSDISPENSER AND ISLAND SECTION10UST-2.0UNDERGROUND STORAGE TANK REPLACEMENT
1499 & 1505 HARTFORD NEW LONDON TURNPIKE
OAKDALE, CT 06370
SERVICE STATION EQUIPMENT, INC.
20 MURPHY RD
FRANKLIN, CT 06254 SCALE: NTSPOSITIVE LIMITING BARRIER4UST-2.01 08/04/2020 RELOCATE DIESEL ISLAND SH MS
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWWF-1WF-1WF-2WF-3WF-4WF-5PROPOSED CONVENIENCE STORECONCRETE WALKHARTFORD / NEW LONDON TURNPIKE ( CONNECTICUT ROUTE #85 )3P3P3P3P4P4PSTPATGSTPATGSTPATGIMVFFVIMFVR1RRRRRRRRP P P PDDDDD R R R R RPPPPPDDDDDPPPPPRRRRR PPPPPRRRRRPPPPPR R R R RPPPPPRR RRRRR33172428303132161821251920222322231920261724282931321618213319203626172428293132161821INSTALL NEW 8" THICK CONCRETE MAT,REINFORCED WITH 6X6 W4.0XW4.0 WWMNEW 20,000 GAL DOUBLE-WALL FRPUST FOR REGULAR GASOLINE1NEW 20,000 GAL DOUBLE-WALL FRPUST SPLIT 10,000 GAL PREMIUM AND10,000 GAL DIESEL2INSTALL NEW 6" THICK CONCRETE MAT,REINFORCED WITH 6X6 W4.0XW4.0 WWM,DIMENSIONS TO MATCH CANOPY3567816323567816324567816324567816324567816324567816329(TYP.)10111514VVVVVVVV4a56781632343527NOTE:FIELD LOCATE EMERGENCYSTOP SWITCH ACCESSIBLE TOATTENDANT1213POSITIVE LIMITING BARRIERGROOVES AROUND PERIMETERPOSITIVE LIMITING BARRIERGROOVES AROUND PERIMETERSSPILL KIT (TYP.)8" DIA CONCRETEFILLED BOLLARD (TYP.)12.0'12.0'12.0'12.0
'
23.0'23.0'12.0'3'X14'X12" HIGH ISLAND (TYP.)3'X5'X9" HIGH ISLAND (TYP.)FIELD LOCATE, ACCESSIBLEBY ATTENDANTNOTE:FOR SITE DRAINAGE REFER TOCIVIL ENGINEERING PLANS BY OTHERS1011DDDDDDDDDD12.0
'
12.0'24.0'VVVVVVVVV V
LEGEND:PROPERTY LINEEXISTINGPROPOSEDFTANK FILLREGULAR GASOLINE PIPINGPREMIUM GASOLINE PIPINGDIESEL PIPINGRRRRPPPPDDDDIMINTERSTITIAL MONITORATGAUTOMATIC TANK GAUGINGVVENTSTPSUBMERSIBLE TURBINE PUMPVR1STAGE 1 VAPOR3PGASOLINE DISPENSERGASOLINE WITH DIESELDISPENSER4PMWMONITORING WELLDDIESEL DISPENSEROVERHEAD WIREOHWOHWWETLANDS LINEWETLANDS FLAGWF-2CATCH BASINUTILITY POLEDRAWN BY:SCALE:PROJECT NO.:SHEET NO.:CHECKED BY:ISSUE DATE:67 Hall Road
StuRbRidge, Ma 01560
PHone: 774-241-0901
fax: 774-241-0906
enViRonMental SeRViCeS
engineeRing SeRViCeS
R E V I S I O N S
PROFESSIONAL SEAL
NO.DATE DESCRIPTION BY CK'D
PREPARED FOR:
PROJECT:SHEET NAME:UST-1.02019-236MSSH12/17/2019UST AND PIPING PLAN1"=10'PLAN REFERENCE:BASE PLAN PER PLAN ENTITLED "SITE DEVELOPMENT PLAN" PREPARED FOR DEER RUN STABLE, LLCBY ANGUS MCDONALD GARY SHARPE & ASSOCIATES, INC., 233 BOSTON POST RD, OLD SAYBROOK,CT 06475, DATED 07/10/19, SCALE: 1"=20'0'5'10'20'30'EQUIPMENT LIST: (EQUAL SUBSTITUTIONS ACCEPTABLE)INSTALLATION NOTES1.INSTALLATION MUST ADHERE TO:·CT DEP "REGULATIONS OF CONNECTICUT STATE AGENCIES, UNDERGROUND STORAGE TANK REGULATIONS, SECTIONS 22a-449(d)-1, AND SECTIONS 22a-449(d) 101-113"·NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE"·NFPA 30A "CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES"·NFPA 10 "STANDARD FOR PORTABLE FIRE EXTINGUISHERS"·CONNECTICUT STATE BUILDING CODE·CT STATE FIRE SAFETY CODE, 2016 EDITION·FEDERAL UST REGULATIONS, SEE 2018 CONNECTICUT STATE FIRE PREVENTION CODE·NFPA 70 2014 EDITION·PETROLEUM EQUIPMENT INSTITUTE GUIDELINES "RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND LIQUIDSTORAGE SYSTEMS"·APPLICABLE LOCAL CODES·MANUFACTURER'S RECOMMENDATIONS2.CONTRACTOR MUST COMPLETE ALL MANUFACTURER'S CHECK SHEETS3.CONTRACTOR MUST USE PERSONNEL CERTIFIED BY ALL EQUIPMENT SUPPLIERS AS QUALIFIED TO PERFORM THE REQUIRED SCOPE OF WORK4.POST CONSTRUCTION FACILITY TESTING TO INCLUDE:·PRECISION TESTING OF ALL PRODUCT LINES, VENT LINES, AND USTs BY CERTIFIED TESTING COMPANY.·HYDROSTATIC TESTING OF ALL SUMPSUNDERGROUND STORAGE TANK REPLACEMENT
1499 & 1505 HARTFORD NEW LONDON TURNPIKE
OAKDALE, CT 06370
SERVICE STATION EQUIPMENT, INC.
20 MURPHY RD
FRANKLIN, CT 06254
1 08/04/2020 RELOCATE DIESEL ISLAND SH MS