COMPLIANCE INFO_2019 - Laserfiche WebLink

Home Browse Search

ZFORMANCE SPECIFICATION - CONT. TION II INSPECTIONS/TESTING-CONTINUED SECTION II INSPECTIONS/TESTING-CONTINUED SECTION III EARTH WORK-CONTINUED 7 3-TANK INSTALLATION INSPECTION PART 5-STARTUP INSPECTION-CONTINUED PART 3-EXECUTION iCHEDULE:CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK 55.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED,TIGHT AND SECURE. 3.1 PROTECTIONS:PROVIDE ADEQUATE SHORING,SPACING,PILING AND CRIBBING,COMPLY WITH ALL OSHA AND LOCAL REGULATIONS AS IT PERTAINS TO SAFETY. 1OLE SAME DAY OF DELIVERY, 5.5.5 LEAK DETECTORS INSTALLED. 3.2 LAYOUT:CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS. JXCAVATION:ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY FOR INSTALLATION 5.5.6 PROTECTED FLEX CONNECTORS ARE PROPERLY INSTALLED WITHOUT TWIST IN INSTALI-ATION. 'RIOR TO NK DELIVERY. 3.3 EXCAVATION:EXCAVATE TO LINES,ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS,PLUS SUFFICIENT DISTANCE TA 4NCHORING:CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS(DEAD MAN). 5.57 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMPIRISERS, AND SPACE TO PERMIT INSTALLATION OF TANKS. AB REQUIRED,REGARDLESS OF TYPE,CONDITION OR PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED.HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 76 FUELING DRAWINGS UNLESS TANK 3TRAPS:HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS-MINIMUM OF 4-MORE IF CONCRETE. MANUFACTURER REQUIREMENTS ARE GREATER.IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL TA REQUIRED BY MANUFACTURER(STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL, 5.6.8 NKS CLEAN AND FREE OF WATER.PRIOR TO PRODUCT FILL,TANKS ARE TO BE CHECKED FOR ANY I.MTERIALS MUST BE TESTED PRIOR TO REMOVAL, AIR TEST:TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT.CONTRACTOR DEBRIS AND WATER,ANY EVIDENCE OF BOTH,TANKS ARE TO BE CLEANED AND WATER REMOVED. SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING,BUT NOT LIMITED 3.4 SAW CUTTING.IF PAVING MUST BE REMOVED,THE PERIMETER OF THE TANK EXCAVATION AND ALL TRENCHES SHALL BE M. AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY,SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. CUT WITH A CONCRETE SAW.NOTE:PAVING TO BE CUT 2'BEYOND EDGES OF EXCAVATIONS IN ALL DIRECTIONS IN ORDER APPLICATION EQUIPMENT. TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING. 5.5.19 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME ANO DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 3.5 HAZARDOUS MATERIAL:SHOULD ROCK,WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST BE MINIMUM TESTING:DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4'HG ON THE ENCOUNTERED,LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO INTERSTICE.OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE(1)HOUR PRIOR TOSETTING THE TANKS.SHOULD THE 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. PROCEED. INTERSTICE NOT HOLD A MINIMUM 4"HG VACUUM,THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY. OBSERVATION;]6 FUELING'S CONSTRUCTION DEPARTMENTANDIOR REPRESENTATIVE SHALL BE RESPONSIBLEFOR 5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. 3.6 PROTECTION:CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT INSPECTION OF AIR OR VACUUM TEST,OBSERVATION OF LIFTING,SETTING AND BURIAL OF TANKS. TANK EXCAVATION AND TRENCHES FROM DRAINAGE OF SURFACE WATERS.EXCAVATIONS SHALL BE PROPERLY MARKED, 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED.VERIFY COMPLIANCE WITH PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FINISHED. TANK INSPECTION REPORT:WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. 3.7 SHORING:CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. SHOWARRING, SHOULDNG SI ANDIOR SOIL CONDITIONS WARRANT SHORING.REFERENCE SOIL REPORT FOR CONDITIONS NS 4-TANK AND LINE TESTING 5.5.15 ALLNOZZLES AND SWIVELS AVAILABLE ONSITE,INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. 3.8 FILLING AND BACK FILLING:PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANKAND PIPING CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE MANUFACTURER'S SPECIFICATIONS.PROVIDE A 12"BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR FINAL SYSTEM TEST: 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED.SIGNED AND COMPLETED TO TANK PLACEMENT BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12"LIFTS, PERMIT CARD ON SITE. 3.9 CLEANUP:CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION,KEEPING PREMISES CLEAN AND NEAT AT ALL 4.1.1 PIPING:ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION, OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS,SIGNS AND INTERCOMS PROPERLY INSTALLED,SECURED AND PLUMB. 4.1.2 VENTS:VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12'ABOVE FINISHED GRADE. 5.5.1B ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. 4.1.3 PRODUCT LINES:ALL PRODUCT LINES SHALL BE COMPLETE WITH EMERGENCY SHUTOFF IMPACT VALVE 5.5.19 VENT LINES PROPERLY SECURED,PROTECTED AND INSTALLED AT PROPER HEIGHT, SECTION IV TANK INSTALLATION INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE, 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE, 4.1.4 PUMPS:SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. PART 1 —GENERAL 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS, 4.1.6 SITE PREPARATION:CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND TANK TESTING PROCEDURES. 5.5.22 MANHOLE COVERS PROPERLY PAINTED. 1.1 SCOPE:THIS SECTION COVERS THE FURNISHING OF ALL LABOR,MATERIALS,SERVICES,EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF FUEL STORAGE 4.1.7 FILL:CONTRACTOR SHALL PROVIDE 42"MINIMUM BACK FILL OVER TANKS. 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY,DOM SPOUTS,METALS AND MISCELLANEOUS METALS. TANKS. 4.1.8 WATER:SHOULD WATER BE PRESENT IN TANK HOLE,CONTRACTOR SHALL VERIFY AND NOTIFY]6 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE,PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE PART 2-PRODUCTS ING CONSTRUCTION MANAGER OF STATUS. TO MANHOLES. AFTERPLACEMENT OF CONCRETE,A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS,PRODUCT LINES,STAGE II 5.525 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: 2.1 TANKS:SHALL BE DESIGNED AND MANUFACTURED$0 AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS. VAPOR RECOVERY LINES,SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED.TESTING SYSTEM APPROVED TANKS SHALL E. SHALL SEA$APPROVED BY 76 FUELING,76 FUELING WILL BE BILLED DIRECTLY FOR TESTS.CONTRACTOR TO COORDINATE (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP.DISPENSER,CONSOLE AUTO GAUGING,DISPENSER LIGHTS SCHEDULE.RETEST OR STAND AROUND TIME BY THE TESTING COMPANY TO BE BILLED TO CONTRACTOR,DETAILS FOR (ALL)AND CANOPY LIGHTS(ALL). 2.1.1 DOUBLE WALL FIBERGLASS TANKS THIRD PARTY TESTING REQUIREMENTS LISTED ON G17.0 SHEETS. (g) GAS PANEL CONTROLLED BY A MAIN BREAKER. 2.2 HOLD DOWN STRAPS:SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY.FIELD FABRICATED UNITS ARE 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION ACCEPTABLE. BACKFILLING AND CONCRETE POURING,A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. �+ ALL SUMPS&SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION, PART 3—INSTALLATION (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING, PRODUCT DELIVERY:CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 76 FUELING REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE FILLED WITH PRODUCT AND TANK MONITORING SYSTEM TO BE (E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL 3.1 MANUFACTURING:REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION AND OPERATIONAL FOR TESTING PROCEDURES.A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR ADHERE TO AS REQUIRED. PRODUCT DELIVERY.CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. 3.2 CLEARANCES:MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS:SHOULD REQUIREMENTS OF TANK CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL PRODUCT DELIVERIES. (G) CONDUITS PROPERLY IDENTIFIED.(H)ALL BREAKERS IN"OFF"POSITION. MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER CLEARANCE,ADHERE TO ACCORDINGLY. CONTRACTORS REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND 5.6 NOTIFICATION:CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. 3.2.1 BOTTOM:PROVIDE MINIMUM OF 12"BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD MONIES ANDIOR TIME LOST AT STARTUP DUE TO NON-COMPLIANCE SHALL BE CHARGED TO CONTRACTOR AND BOTTOM OF TANK. PRODUCT REMOVAL:ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BY ACCORDINGLY. 3.2.2 SIDES PROVIDE MINIMUM OF 2'9'BETNEEN TANKS AND 3'FROM SIDEIEND OF TANK TO WALL OF TESTING COMPANY. 5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHEET G17.0. EXCAVATION. 5.8 CLEANUP:CLEMI UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION,KEEPING PREMISES CLEAN AND NEAT AT 3.2.3 TOP:PROVIDE 42"FILL MATERIAL OVER TANK PLUS S'OF CONCRETE ALL TIMES. 3.3 TESTING:PRIOR TO INSTALLATION OF TANKS,TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON RT 5-STARTUP INSPECTION SECTION III EARTHWORK TANK(S).ON DUAL WALL TANKS,CONSULT TANK MANUFACTURER FOR TESTING CRITERIA, SCHEDULING:CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT.CONTRACTOR 3.4 PLACEMENT: SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME. 3.4.1 REFER TO SITEPWN FOR TANK PLACEMENT AND PRODUCT ROTATION. PERSON NELCONTRACTOR,FUEL SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE OWSITE PART 1 -GENERAL 3.4.2 PRIOR TO SETTING OF TANKS,REMOVE ALL FOREIGN DEBRIS.ROCKS,CLODS,GARBAGE,ETC.FROM DURING STARTUP,AS APPROVED BY]6 FUELING,INC.ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZEDALL EXCAVATION. MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT. 1.1 SC PE REQUIRED S CONJUNCTION WIOVERS TH OR ROPER YIN INCIDENTAL TOEATERIALS,SERVICES,EQUIPMENT AND APPLIANCES REQUIRED INCONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK. 3.4.3 PLACE TANKS ONLY ON APPROVED FILL.DO NOT SET ON CONCRETE OR WOOD, STARTUP:PHYSICAL STARTUP AND CHECKOUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION OF 76 FUELING REPRESENTATIVE ONLY.CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE PART 2-PRODUCTS 3.4.4 NOT USED, SPECIFIC DIRECTIVE OF 76 FUELING REPRESENTATIVE.DAMAGE TO ANY 76 FUELING EQUIPMENT DUE TO IMPROPER TO MINIMUM DEPTH AS PER ABOVE INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.45 TANKS SHALLNKS MY REQUIRE GREATER DEPTIMND ASEDIN REOTEPOSI 2.1 FILL MATERIAL:SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND PIPING MANUFACTURER'S SPECIFICATIONS. DRAWINGS.TANKER LOPE ONVE TUNE,VAPOR DEPTH ISECON SECONDARY IN ENT PRODUCT N TO SITE COMPLETION:ALL SITE WORK,INCLUDING LANDSCAPING, PAVEMENTS,SHALL BE COMPLETE.ALL UTILITIES ALLOW FOR PROPER SLOPE UI VENT F BUENA DEPLINES,SECONDARY CONTAINMENT PRODUCT SHALL BE CONNECTED AND OPERATIONAL.ALL LANOSCAPING,INCLUDING SPRINKLER SYSTEMS,SHALL BE COMPLETE. 2.1.1 PFA GRAVEL THAN MORE THAN ROUNDED AGGREGATE WITH AMIX OF PARTICLE SIZE LINES,VERIFY DEPTH AS REQUIRED.(IF BURIAL DEPTH EXCEEDS S'-0'(69`),NOTIFY 76 FUELING VERIFICATION:PRIOR TO SCHEDULING OF STARTUP,CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND NOT LESS THAN Ile'OR MORE THAN 314". MANAGER) COMPLIANCE TO 76 FUEUNG'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING,BUT THESE SHALL NOT COMPRISE 2.12 STONE OR GRAVEL CRUSHING:SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: LESS THAN 1/8"OR MORE THAN 1- 5.5.1 MANHOLES SHALL BE PROPERLY CENTERIINSTALLED AT OVERFILLS,SUBMERSIBLES,VAPOR 2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY INK MANUFACTURER. RECOVERY,AUTO GAUGING,OBSERVATION WELLS AND SUMPIRISER, NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7A FOR QUALITY AND SOUNDNESS.FILL MATERIAL 5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMPIRISERS. SHALL NOT HAVE MORE THAN 3%PASSING A N SIEVE.DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. 5.5.3 TANK I.D.MARKERS INSTALLED IN CONCRETEAT PROPERLOCATIONS.