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PERFORMANCE SPECIFICATION - CONTINUED
<br /> SECTION II INSPECTIONS TESTING - CON'TINUED SECTION I I INSPECTIONS / TESTING - CONTINUED SECTION III EARTH WORK - CONTINUED
<br /> PART 3 - TANK INSTALLATION INSPECTION - CONTINUED PART 5 - START-UP INSPECTION - CONTINUED PART 3 - EXECUTION - CONTINUED . .
<br /> 3.5 AIR TEST: TANKS SHALL HE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS 5.5.13 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED, VERIFY 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT F Sri
<br /> PRIOR TO PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL COMPLIANCE WITH REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX SHOWN ON SOILS TEST BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER 13
<br /> MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, NR CASING. SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO PROCEED. W
<br /> COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN
<br /> ACCEPTABLE SOAP APPLICATION EQUIPMENT. PLUGS INSERTED, BERMS AT ALL TIMES TO PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF
<br /> 3.6 MINIMUM TESTING: JACKETED STEEL TANKS AS MANUFACTURED BY TOTAL CONTAINMENT 5,5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, PROTECTED AND
<br /> SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE. OBSERVE REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES, BARRICADED FOR SAFETY UNTIL BACKFILL IS COMPLETE AND SURFACING FINISHED.
<br /> THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS.
<br /> SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEM CONTACT THE TANK 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS 'Y
<br /> MANUFACTURER IMMEDIATELY. AND COMPLETED PERMIT CARD ON SITE, FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS (- r
<br /> .5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY WARRANT SAME.
<br /> 5,7 OBSERVATION: SOUTHLAND'S CONSTRUCTION DEPARTMENT ANO/OR REPRESENTATIVE
<br /> SHALT_ BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF INSTALLED, SECURED AND PLUMB. 3.8 FILLING AND BACKFILLING PLACE APPROVED FILL MATERIAL ' STRICT ACCORDANCE
<br /> LIFTING, SETTING AND BURIAL OF TANKS. 5,5. 18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH WITH TANK MANUFACTURER'S SPECIFICATIONS, PROVIDE A 12' BED T. APPROVED
<br /> 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENT- ACCEPTABLE PLATES. BACKFILL OVER BOTTOM OF EXCAVATION PRIOR IF TANK PLACEMENT. BACKFILL SHALL
<br /> BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. �}
<br /> ATION OF ALL PROCEDURES. 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT - ._.._
<br /> 3.9 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING
<br /> PART 4 -- TANK AND LINE TESTING 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND UNE TEST AVAILABLE ON SITE. PREMISES CLEAN AND NEAT AT ALL TIMES.
<br /> 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS. ` /
<br /> 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO 5,5,22 MANHOLE COVERS PROPERLY PAINTED. SECTION IV TANK INSTALLATION
<br /> CONCRETE REPLACEMENT AND FINAL SYSTEM TEST:
<br /> 4.1 .1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWNSPOUTS, METALS AND MISCELLANEOUS 1 - GENERAL
<br /> PROTECTION. OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST MISCELLANEOUS METALS.
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL TABOR, MATERIALS, SERVICES,
<br /> 4.1 .2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY
<br /> MINIMUM OF 5' ABOVE FINISHED GRADE. WITH ACCEPTABLE RISE TO MANHOLES. INCIDENTAL TO THE INSTALLATION OF GASOLINE STORAGE TANKS.
<br /> 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH FIRE VALVES 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: PART 2 - PRODUCTS
<br /> INSTALLED AT ISLAND. (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION
<br /> 4.1 .4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. AUTOGAUGING, DISPENSER LIGHTS (ALL) AND CANOPY LIGHTS (ALL). PROTECTED PER EPA REQUIREMENTS. APPROVED YANKS SHALL BE: Z
<br /> 4.1.5 VAPOR RECOVERY: ALL PHASE I VAPOR RECOVERY LINES SHALL BE COMPLETE AND
<br /> - (8) GAS PANEL CONTROLLED BY MAIN BREAKER. 2.I.1 UL LISTED HDPE JACKET STEEL TANKS AS SUPPLIED BY TOTAL CONTAINMENT, INC.
<br /> PLUGGED AT ISLANDS. a
<br /> 4,1.6 Flll PIPES: ALL FILL_, PHASE VAPOR RECOVERY AND GAUGING RISERS SHALL (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. 2,2 HOLD DOWN STRAPS: STRAPS AS REQUIRED BY SOILS/WATER CONDITION SHALL V
<br /> BE INSTALLED. (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. BE SUPPLIED BY TANK MANUFACTURER ONLY, FIELD FABRICATED UNITS ARE NOT0
<br /> a4.1.7 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR PRODUCT (E) CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL. ACCEPTABLE. A
<br /> DELIVERY AND TANK TESTING PROCEDURES. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. PART 3 - INSTALLATION ----------
<br /> 4.1.8 FILL: CONTRACTOR SHALL PROVIDE 2' BACKFILL OVER TANKS OR PROVIDE
<br /> (G) CONDUITS PROPERLY IDENTIFIED. 3.1 MANUFACTURING: REFER TO TANK MANUFACTURERS CRITERIA AND SPECIFICATIONS FOR
<br /> ACCEPTABLE INSULATED BLANKETS FOR COVERAGE OF TANKS.
<br /> 4.1 .9 WATER: SHOULD WATER HE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY (H) ALL BREAKERS IN "OFF" POSITION. TANK INSTALLATION AND ADHERE TO AS REQUIRED.
<br /> 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD � b0
<br /> AND NOTIFY SOUTHLAND CONSTRUCTION DEPARTMENT OF STATUS. 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO 'r y'Z 9
<br /> SCHEDULING OF START-UP. BY SO NOTIFYING THE START-UP ASC'S AND CONSTRUCTION REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER
<br /> 4.2 AFTER PLACEMENT OF CONCRETE A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING ENGINEER, THE GAS CONTRACTOR IS CERTIFYING THAT ALL NEEDED PREP WORK WILL CLEARANCE, ADHERE TO ACCORDINGLY, n U
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<br /> TANKS, PRODUCT LINES. STAGE 11 VAPOR RECOVERY LINES, SECONDARY CONTAINMENT BE COMPLETE. MONIES AND/OR TIME LOSTAT START-IJP DUE TO NON- 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OFyN QW 0
<br /> PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS
<br /> COMPLIANCE SHALL BE CHARGED TO GAS CONTRACTOR ACCORDINGLY. EXCAVATION OR PAD AND BOTTOM OF TANK.
<br /> APPROVED BY THE SOUTHLAND CORPORATION. 5.7 LINE TESTING: PRIOR TO SYSTEM START-UP, A HYDROSTATIC LINE TEST SHALL BE 3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 2'0" FROM SIDE/END OF
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO PERFORMED ON PRODUCT LINES. TESTING METHOD SHALL BE AS APPROVED BY TANK TO WALL OF EXCAVATION.
<br /> SOUTHLAND REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE SOUTHLAND ENVIRONMENTAL DEPARTMENT. TEST SHALL BE PERFORMED WITH 3.2.3 TOP: PROVIDE 38" FILL. MATERIAL OVER TANK PLUS 8" OF CONCRETE
<br /> FILLED WITH PRODUCT FOR TESTING PROCEDURES. A M3.3 TESTING: PRIOR INSTALLATION OF TANKS, TEST PER MANUFACTURER'S
<br /> SHALL BE PERFORMED MINIMUM OF 72 HOURS ADVANCE SOUTHLAND REPRESENTATIVE ON SITE.
<br /> NOTIFICATION WILL HE REQUIRED FOR PRODUCT DELIVERY. 5.8 CATHODIC PROTECTION SYSTEMS: AS APPLICABLE, SHALL BE TESTED FOR R RMED ON TANK. ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER r'
<br /> EFFECTIVENESS AND COMPLIANCE WITH MANUFACTURER'S CRITERIA. FOR TESTING CRITERIA BUT MINIMUM 4" HIS VACUUM MUST BE HELD ON INTERSTITIAL '41% W ¢
<br /> 4.4 CONTRACTOR SHALL HAVE REPRESENTAIIVES ON SITE TO ACCEPT AND RECORD ALL .5.9 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING SPACE FOR AT LEAST ONE (1) HOUR, w
<br /> PRODUCT DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY z
<br /> PREMISES CLEAN AND NEAT AT ALL TIMES. 3.4 PLACEMENT: Tj O
<br /> THAT NO OVERFILL PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY
<br /> AS SITUATION DICTATES. SECTION III EARTH WORK 3.4.1 REFER TO SITE PIAN FOR "TANK PLACEMENT AND PRODUCT ROTATION.
<br /> 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF 3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, L� W
<br /> TEST SHALL BE REMOVED BY TESTING COMPANY,
<br /> PART 1 - GENERAL GARBAGE, ETC. FROM EXCAVATION. F
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, 3.4,3 PLACE TANKS ONLY ON APPROVED FILL, DO NOT SET ON CONCRETE OR WOOD. n o
<br /> SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR J,4.4 SLOPE TANKS 2" MINIMUM AND 4" MAXIMUM TOWARDS END WITH FILL OPENING.
<br /> PART 5 - START-UP INSPECTION PROPERLY INCIDENTAL TO EARTHWORK.
<br /> 3.4.5 TANKS SHALL BE BURIED TO MINIMUM UPTH E PER ABOVE AND AS SHOWN ON
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING START-UP PART Z - PRODUCTS GASOLINE DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH 19' INSTALLED IN
<br /> AND CHECK-OUT, CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT,
<br /> NECESSARY START--UP ASC'S AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE _ REMOTE POSITION TO ALLOW FOR PROPER SLOPE ON VENT LINES. VERIFY DEPTH AS
<br /> MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL START-UP AND CHECK-OUT PATE
<br /> MANUFACTURER'S SPECIFICATIONS. REQUIRED.
<br /> AND TIME. IT IS SOUIHLANDS PREFERENCE NOT i0 SCHEDULE A FRIDAY STARTUP. 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED, APPLY COMPATIBLE NON-HARDENING
<br /> 5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR. GAS CONTRACTOR ANO OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4". PIPE SEALANT TO INTERNAL BUSHING THREADS, PERMANENT METAL PLUGS SHALL. BE
<br /> ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON--SITE DURING START-UP. 2.1.2 STONE OR GRAVEL CRUSHINGS: SHALL BE WASHED MATERIAL WITH ANGULAR INSTALLED AT ALL UNUSED OPENINGS.
<br /> 'v 5.3 START-UP: PHYSICAL START-UP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 1/2". 3.6 BUSHING: THE DI-ELECTRIC BUSHINGS IN STI-P3 TANKS SHALL NOT BE REMOVED
<br /> i DONE BY AND AT THE DIRECTION OF SOUTHLAND REPRESENTATIVE ONLY. CONTRACTOR SHALL NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND
<br /> FROM THE UNUSED OPENINGS. THE PLUGS IN TANK OPENINGS WHICH ARE 70 BE USED
<br /> `v NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF SOUTHLAND SOUNDNESS. FILL MATERIAL SHALL NOT HAVE MORE THAN 39 PASSING A #8 SIEVE. SHALL NOT BE OVERTIGHTENED AS THIS MAY CAUSE THE BUSHING UNSCREW WITHIRE PRESENTATIVE. DAMAGE TO ANY SOUTHLAND EQUIPMENT OLE TO IMPROPER INSTALLATION DRY GRAVEL_ DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. THE PLUG. CARE SHALL BE TAKEN NOT TO CROSSTHREAD OR DAMAGG E THE NON-
<br /> AND/OR UNAUTHORIZED START-IJP 'NILE BE THE RESPONSIBILITY OF THE CONTRACTOR. METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
<br /> 2.1.3 SAND: (WHEN APPROVED IN WRITING ON A PER PROJECT BASIS.) MATERIAL
<br /> 5.4 ANC SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL SHALL BE CLEAN, WASHED, INERT, WELL GRANULATED WITH LESS THAN 8% BY 3J NOTE INSTALLATION: SHOULD GROUND WATER HE PRESENT IN TANK EXCAVATIONS.
<br /> BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL, ALL WEIGHT PASSING A #200 SIEVE. ANCHORING SHALL REQUIRED.
<br /> LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. 3.7. 1 WELL POINT: WATER SHALL BE KEPI AT LOWEST POSSIBLE POINT BY WELL POINT
<br /> 2.2 GEO7EXTILE MATERIAL: SOIL STABILIZATION FILTER FABRIC MATERIAL SHALL 8E ONE
<br /> V^ 5,5 VERIFICATION: PRIOR TO SCHEDULING OF START-UP, CONTRACTOR SHALL OBSERVE OF THE FOLLOWING: SYSTEMS) AND PROPERLY SIZED PUMP(S),
<br /> AND VERIFY CORRECTNESS AND COMPLIANCE TO SOUTHLAND'S DRAWINGS AND 3.7.2 ANCHORS: DEADMAN SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED IN
<br /> 2.2.1 PHILLIPS FIBERS, SURPAC 4NP (PHONE #800-845-5737).
<br /> SPECIFICATIONS FOR THE FOLLOWING: DRAWINGS AND AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 12" FROM
<br /> PI 2.2.2 HOECHST CELANESE CORPORATION TREVIRA 51125 (PHONE 4800-845-7597), r
<br /> 5.5.1 MANWELl5 SHALL. BE PROPERLY CENTERED/ AT OVERFILLS, SUBMERSIBLES, OUTSIDE VERTICAL UNE OF TANK(5) AS SHOWN ON DRAWINGS.
<br /> r 2.2.3 REEMAY, INC., TYPAR 3401 OR TYPAR 3341 (PHONE #800-321-827'1). 3.7.3 TIE DOWNS: STRAPPING MATERIAL SHALL BE AS PER TANK MANUFACTURER'S
<br /> VAPOR RECOVERY, AUTOGAUGING, OBSERVATION TUBES AND SUMP/RISERS, PART 3 - EXECUTION REQUIREMENTS.
<br /> 5,5.2 PROPER HEIGHT OF GRAVEL BACKFILL AROUND SUMP/RISERS.
<br /> 3. 1 PROTECTIONS; PROVIDE ADEQUATE SHORING, BRACING, PILING AND 3.7.4 TURNBUCKLES: TO REMOVE CABLE SLACK, UTILIZE 5/8 " JAW TYPE TURNBUCKLES,
<br /> 5.5.3 TANK I.D, MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS.
<br /> w CRIBBING. ONE EACH SIDE OF TANK (2 PER STRAP).
<br /> 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED. FIGHT AND SECURE. .3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK, OWNER 3,7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS. ------
<br /> 5.5.5 LEAK DETECTORS INSTALLED. RESERVES THE RIGHT TO MAKE ADJUSTMENTS IF DISCREPANCIES ARE FOUND BY 3.'7.8 INSULATION: TANKS SHALL BE INSULATED FROM TIEDOWNS BY PLACEMENT OF DAM 15JUL97
<br /> 5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED 'WITHOUT TWIST IN INSTALLATION CONTRACTOR. REPORT DISCREPANCIES TO OWNER'S LOCAL CONSTRUCTION MANAGER, APPROVED DI-ELECTRIC MATERIAL BETWEEN STRAP AND TANK. MATERIAL SHALL BE - -
<br /> AID STRIPE. SET AND MAINTAIN NECESSARY STAKES, HATTER BOARDS AND REFERENCE POINTS, PETROLEUM RESISTANT MATERIAL AS APPROVED BY TANK MANUFACTURER. RdJ�CY N /
<br /> 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE 3.3 EXCAVATION: EXCAVATE TO LINES. ELEVATIONS AND LIMITS REQUIRED BY THE 17.7 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO (2) COATS OF 3O26.ZQ /J
<br /> SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MANWAY OR FITTINGS AND DRAWINGS, PLUS SUFFICIENT DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS. ASPHALT IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. DRAWNt MSP
<br /> CLEANED OUT FREE OF DEBRIS AND CONCRETE, EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF 3.8 LIFTING: TANKS SHALL HE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS,
<br /> 5.5.8 TANKS CLEAN AND FREE OF WATER. THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF UTILIZING LIFTING LUGS PROVIDED ON TANKS, TANKS SHALL NOT BE ROLLED, DROPPED
<br /> SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL, AS ESTABLISHED BY ApPR0YE0:
<br /> 5.5.3 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND SOUTHLAND CORPORATION DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE OR WRAPPED WITH CHAINS. EQUIPMENT OF T K SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY CL
<br /> CONCRETE. GREATER. SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED, DROPPED
<br /> 5.5.10 DISPENSERS PROPERLY SET AND SECURED ip ISLAND BOX FRAME AND OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S DRAWING
<br /> SA SAWCUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND REPRESENTATIVE IMMEDIATELY CONTACTED FOR RECERTIFICATION OF TANKS, CONTACT LOCAL
<br /> DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE ALL TRENCHES SHALL BE CUT WITH A CONCRETE SAW. NOTE. PAVING TO BE CUT 2' CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE C1'],_,
<br /> 5.5. 11 FIRE VALVES SECURED TO FRAME WITH PROPER HARDWARE. BEYOND EDGES OF TANK HOLD IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. 1- 1'�
<br /> 5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. TO NEW SLAB TO AVOID SETTLING,
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