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PERFORMANCE S - CONT .
<br /> SECTION 11 INSPECTIONS / TESTING - CONTINUED SECTION III EARTH WORK - CONTINUED C
<br /> SECTION II INSPECTIONS ( TESTING - CONTINUED Q
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<br /> -- STARTUP INSPECTION - CONTINUED PART 3 - EXECUTION
<br /> INSPECTION PART 5 STA
<br /> PART 3 - TANK INSTALLATION INS °
<br /> RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL
<br /> 3.1 SCHEDULE: CONTRACTOR SHALL BE RES REGULATIONS AS IT PERTAINS TO SAFETY,
<br /> HOLE SAME DAY OF DELIVERY.
<br /> 5.5.5 LEAK DETECTORS INSTALLED. _
<br /> 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATION �
<br /> 3.2 EXCAVATION: 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 INSTALLATION. co
<br /> PRIOR TO TANK DELIVERY. 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE
<br /> 3.3 ANCHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS {DEAD MAN). 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS, AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR
<br /> 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.
<br /> ER' SPECIFICATIONS- MINIMUM OF 4- MORE IF CONCRETE. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 7-ELEVEN DRAWINGS UNLESS TANK
<br /> 3.4 STRAPS: HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL
<br /> REQUIRED BY MANUFACTURER (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL,
<br /> 5.5.8 TANKS CLEAN AND FREE OF WATER. PRIOR TO PRODUCT FILL, TANKS ARE TO BE CHECKED FOR ANY MATERIALS MUST BE TESTED PRIOR TO REMOVAL. ProtO 11-05-18
<br /> 3.5 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.
<br /> ALS 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
<br /> SHALL BE RESPONSIBLE FOR PROVIDING ALL MATER/ CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' BEYOND EDGES OF EXCAVATIONS IN ALL DIRECTIONS IN ORDER
<br /> TO, 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.
<br /> TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING.
<br /> APPLICATION EQUIPMENT,
<br /> 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLYBE
<br /> TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE CLEANED OUT FREE OF DEBRIS AND CONCRETE. 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST V
<br /> 3.6 MINIMUM TESTING. DOUBLE WALL FIBERGLASS N ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO co
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<br /> INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS, SHOULD THE PROCEED.
<br /> INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY. 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. PROCEED.
<br /> 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 Q [n
<br /> 3.7 OBSERVATION: 7-ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FOR TANK EXCAVATION AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, O
<br /> INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS.
<br /> 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED.VERIFY COMPLIANCE WITH PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FIN/
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<br /> TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. U Q
<br /> 3.8 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING Z Z 00 Q rn
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<br /> 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. SHORING, SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SHORING. REFERENCE SOIL REPORT FOR CONDITIONS � Q L1.
<br /> WARRANTING SPECIAL REQUIREMENTS.
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<br /> NG 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING W © Z OU) Z W
<br /> PART 4 TAN K AN D L I N E TESTI
<br /> AUTHORITIES FOR INSPECTION PURPOSES. 3.8 FILLING AND BACK FILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING
<br /> MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR 0 W o
<br /> 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE Y
<br /> AND FINAL SYSTEM TEST:
<br /> 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED TO TANK PLACEMENT. BACK FELL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. J W Z V Ur
<br /> PERMIT CARD ON SITE. Z
<br /> 4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. W W J �- �j J
<br /> OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED AND
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<br /> 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12'ABOVE
<br /> FINISHED GRADE. 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. _
<br /> SECTION 'IVTANK INSTALLATION o
<br /> 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. co
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<br /> INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE.
<br /> 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE.
<br /> 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. PART 1 - GENERAL
<br /> 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS.
<br /> 4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND
<br /> 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
<br /> APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF FUEL STORAGE
<br /> 4.1.7 FILL: CONTRACTOR SHALL PROVIDE 42" MINIMUM BACK FILL OVER TANKS. 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS METALS. TANKS.
<br /> 4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY AND NOTIFY 7-ELEVEN 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE
<br /> CONSTRUCTION MANAGER OF STATUS. TO MANHOLES. PART 2 - PRODUCTS
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<br /> 4.2 AFTER PLACEMENT OF CONCRETE,A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE II 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: 2.1 TANKS. SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS.
<br /> VAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM APPROVED TANKS SHALL BE:
<br /> SHALL BE AS APPROVED BY 7-ELEVEN. 7-ELEVEN WILL BE BILLED DIRECTLY FOR TESTS. CONTRACTOR TO COORDINATE & (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS
<br /> 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
<br /> THIRD PARTY TESTING REQUIREMENTS LISTED ON G17.0 SHEETS.
<br /> (B) GAS PANEL CONTROLLED BY A MAIN BREAKER, 2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT
<br /> 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION ACCEPTABLE.
<br /> BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED.
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<br /> ALL SUMPS &SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION.
<br /> PART 3
<br /> (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. w- INSTALLATION Q
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN REPRESENTATIVE OF TEST z
<br /> 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 MANUFACTURIING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION ANDtn
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<br /> OPERATIONAL FOR TESTING PROCEDURES, A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR ADHERE TO AS REQUIRED.
<br /> FURTHER REQUIREMENTS, F ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. w N
<br /> PRODUCT DELIVERY. CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FUR { )
<br /> 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF TANK � a
<br /> 4.4 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. D- Z
<br /> CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND L
<br /> TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP 3.2,.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD
<br /> MONIES AND/OR TIME LOST AT STARTUP DUE TO NOW COMPLIANCE SHALL BE CHARGED TO CONTRACTOR
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<br /> AND BOTTOM OF TANK. Z
<br /> 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BY ACCORDINGLY. N
<br /> 3.2.2 SIDES: PROVIDE MINIMUM OF 2"0" BETWEEN TANKS AND T FROM SIDE/END OF TANK TO WALL OF �- �'�, a
<br /> TESTING COMPANY.
<br /> 5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHE/=T G17.0. EXCAVATION. Flo
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<br /> 5.8 CLEANUP: CLEAN 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 8" OF CONCRETE ® � a
<br /> ALL TIMES.
<br /> 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON
<br /> PART 5 - STARTUP INSPECTION "� ('� TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA. r © � c� _
<br /> AND CHECK-OUT. CONTRACTOR
<br /> SECTION ION I I I EARTHWORK � P o z
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP 3.4 PLACEMENT: _
<br /> SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF Q
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<br /> 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME.
<br /> 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION.
<br /> ON-SITE T 1 - GENERAL 3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, GARBAGE, ETC, FROM Q
<br /> 5.2 PERSONNEL: CONTRACTOR, FUEL SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLEPAR
<br /> DURING STARTUP,AS APPROVED BY 7-ELEVEN, INC.ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZED EXCAVATION. m D
<br /> MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT. 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES
<br /> REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK. 3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD. ca
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<br /> 5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION
<br /> T START OR ACTIVATE ANY EQUIPMENT WITHOUT THE 3.4.4 NOT USED. O
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<br /> OF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT © U
<br /> SPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE. DAMAGE TO ANY 7-ELEVEN EQUIPMENT DUE TO IMPROPER PART 2 - PRODUCTS
<br /> INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON FUELING
<br /> 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND PIPING MANUFACTURER'S SPECIFICATIONS. ° N ° w m/� 3
<br /> COMPLETE.ALL UTILITIES DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE POSITION TO � � � � � ° � � °4 � �o
<br /> 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETEIASPHALT PAVEMENTS, SHALL BE COM ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES, SECONDARY CONTAINMENT PRODUCT �`.2, W 46 0 a E�' a
<br /> SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. T ° ° x =
<br /> 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS V-0" (60"), NO 7-ELEVEN a'p c m w❑ o-� °
<br /> MANAGER) m E v� c a .4c) E
<br /> 5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND NOT LESS THAN 118 OR MORE THAN 314 . ca t 0'�
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<br /> COMPLIANCE : P 7-ELEVEN'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE 0 00
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<br /> CO 2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT
<br /> Q THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: c a Q w N c T °
<br /> LESS THAN 118'" OR MORE THAN 1I2". C7 �' c 3 N ° E
<br /> °r 5.5.1 MANHOLES SHALL BE PROPERLY C1=NTERIiNSTALLED AT OVERFILLS, SUBMERSIBLES,VAPOR E o L ° `M r.N U
<br /> AND SUMP/RISER. 2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER. ' c'o 0 ca Q4- a�_ w
<br /> RECOVERY, AUTO GAUGING, OBSERVATION WELLS ° ° C ° Q c w °
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<br /> NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL MATERIAL o ° `�c °0 3
<br /> 5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMPIRISERS, SHALL NOT HAVE MORE THAN 3% PASSING A#8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM
<br /> 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. OF 95 POUNDS PER CUBIC FOOT.
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<br /> 12/18/19
<br /> SHEET:
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<br /> FUELING - USA
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