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PERFORMANCE SPECIFICATION - CONTINUED
<br /> SECTION II INSPECTIONS 1 TESTING - CONTINUED SECTION II INSPECTIONS / TESTING�CONTINUED SEC TION III EARTH WORK - CONTINUED 1k ;
<br /> PART 3 - TANK INSTALLATION INSPECTION - CONTINUED PART 5 - START-UP INSPECTION -- CONTINUED PART 3 - EXECUTION --- CONTINUED
<br /> 3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS 5.5.13 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY 5.6 HAZARDOUS MATERIAL: SHOULD ROCK, WAFER OR OTTER HAZARDOUS 6IATLPIAI S Nol 0
<br /> PRIOR i0 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
<br /> MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR CASING, SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO PROCEED, vT y,
<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 'NITH EARTHEN
<br /> ACCEPTABLE SOAP APPLICATION EQUFPMENT, PLUGS INSERTED.
<br /> 3,6 MINIMUM TESTING: JACKETED STEEL TANKS AS MANUFACTURED BY TOTAL CONTAINMENT BERMS AT ALL TIMES A PROTECT TANK NOTE AND TRENCHES FROM pRA1NAG OF r
<br /> SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE, OBSERVE 5.5.15 ALL NOZZLE$ AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF SURFACE WATERS. EXCAVATIONS $HALL BE PROPERLY MARKED, PROTECTED AND Q
<br /> REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. BARRICADED FOR SAFETY UNTIL BACKFILL IS COMPLETE AND SURFACING NNfSHED. 71 '
<br /> THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. °
<br /> SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK
<br /> 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS w
<br /> MANUFACTURER IMMEDIATELY. AND COMPLETED PERMIT CARD ON SITE. FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS IIE
<br /> :G p '� "
<br /> 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY
<br /> 3.7 OBSERVATION: SOUTHLAND'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE 3.8 FILLING AND BACKFILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCOR01 ry
<br /> WARRANT SAME.
<br /> SHALL BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF INSTALLED, SECURED AND PLUMB. ANCE y
<br /> LIFTING, SETTING AND BURIAL OF TANKS. 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH WITH TANK MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12' BED OF APPROVED
<br /> 3.$ TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENT- ACCEPTABLE PLATES, BACKFILL OVER BOTTOM OF EXCAVATION PRIOR TO . 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 LINE 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 I V TANK INSTALLATION
<br /> CONCRETE REPLACEMENT AND FINAL SYSTEM TEST: 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWNSPOUTS, METALS AND
<br /> 4.1 .1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL MISCELLANEOUS METALS. PART q 1 GENERAL
<br /> PROTECTION. OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST, 1 . 1 SCOPE: THIS SECTION COVERS THE FURNISHING Of ALL LABOR, 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 10 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: [']ADT "'l ,_ rypOLluinTC
<br /> INSTALLED AT ISLAND. (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE 2. i TANKS: SHALL BE DESIGNED AND MANUFACTURED SO A$ TO BE CORROSION
<br /> 4.1 .4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. AUTOGAUGING, DISPENSER LIGHTS (ALL) AND CANOPY LIGHTS (ALL). I va
<br /> 4.1.5 VAPOR RECOVERY: ALL PHASE I VAPOR RECOVERY LINES SHALL BE COMPLETE AND PROTECTED PER EPA REQUIREMENTS, APPROVED TANKS SHALL BE:
<br /> PLUGGED AT ISLANDS. (B) GAS PANEL CONTROLLED BY MAIN BREAKER. 2.1,1 UL LISTED HDPE JACKET STEEL TANKS AS SUPPLIED BY TOTAL CfSNTAINMENT, INC
<br /> 4.1.6 FILL PIPES: ALL FILL, PHASE I 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 SHALP_ D,
<br /> DE INSTALLED. (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED TUNITS_ARE NOT________ t1 1!
<br /> 4.9.7 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR PRODUCT (E) CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL. ACCEPTABLE. _ M`
<br /> DELNERY AND TANK TESTING PROCEDURES. I ^
<br /> 4.1.8 FILL: CONTRACTOR SHALL PROVIDE 2' BACKFILL OVER TANKS OR PROVIDE (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. PART 3 - INSTALLATION
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<br /> ACCEPTABLE INSULATED BLANKETS FOR COVERAGE OF TANKS. (G) CONDUITS PROPERLY IDENTIFIED. 3. 1 MANUFACTURING REFER TO TANK MANUFACTURERS CRITERIA AND SPECIFICATIQ $ FOR
<br /> 4.1.9 WATER: SHOULD NATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY (H) ALL BREAKERS IN "OFF" POSITION. TANK INSTALLATION AND ADHERE TO AS REQUIRED. irVV �M�
<br /> AND NOTIFY SOUTHLAND CONSTRUCTION DEPARTMENT OF STATUS. 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOT LD
<br /> SCHEDULING OF START-UP. BY SO NOTIFYING THE START-UP ASC'S AND CONSTRUCTION REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREAT-R 1 Yo t
<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 i0 ACCORDINGLY. ' PU o A " W 11
<br /> TANKS, PRODUCT LINES, STAGE II VAPOR RECOVERY LINES, SECONDARY CONTAINMENT L Q" O
<br /> BE COMPLETE. MONIES AND/OR -TIME LOST AT START-UP DUE i0 NON- 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF 7i 9 w
<br /> PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS COMPLIANCE SHALL BE CHARGED TO GAS CONTRACTOR ACCORDINGLY. EXCAVATION OR PAD AND BOTTOM OF TANK. I �ji2y3'I S�P�
<br /> APPROVED BY THE SOUTHLAND CORPORATION. w
<br /> 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 . 4
<br /> TESTING METHOD SHALL BE AS APPROVED BY TANK ANK TO WALL OF EXCAVATION.
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO PERFORMED ON PRODUCT LINESI
<br /> SOUTHLAND REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE SOUTHLAND ENVIRONMENTAL DEPARTMENT. TEST SHALL BE PERFORMED WITH
<br /> 3.2,3 TOP: PROVIDE 38" FILL MATERIAL OVER TANK PLUS $" OF CONCRETE
<br /> FILLED WITH PRODUCT FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE SOUTHLAND REPRESENTATIVE ON SITE. §
<br /> 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TEST PER MANUFACTURER'S
<br /> NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY. 5.8 CATHODIC PROTECTION SYSTEMS: AS APPLICABLE, SHALL BE TESTED FOR SHALL BE PERFORMED ON TANK. ON QUAL NAl,1 TANKS, CONSLJLI TANK MANUFACTURER a
<br /> EFFECTIVENESS AND COMPLIANCE WITH MANUFACTURER'S CRITERIA. FOR TESTING CRITERIA BUT MINIMUM 4 HG VACUUM MUST BE HELD ON INTERSTITIAL
<br /> 4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES 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. `L„• '
<br /> PRODUCT DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY I
<br /> PREMISES CLEAN AND NEAT AT ALL. TIMES. 3.4 PLACEMENT; •I
<br /> THAT NO OVERFILL PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY /'''� U d 4
<br /> AS SITUATION DICTATES.
<br /> SECTIO III RTH WORK 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATON.
<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, ROC S, CLODS,
<br /> PART 1 - GENERAL GARBAGE, ETC. FROM £xCAva1IGN p U K
<br /> TEST SHALL BE REMOVED BY TESTING COMPANY. 1
<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 ONGONC ETE 0R W000. r
<br /> SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR � P` 1(5
<br /> PART 5 - START-UP INSPECTION 3.4.4 SLOPE,. TANKS 2" MINIMUM AND 4" MAXIMUM TOWARDS END 'NIT1f TILL OPENING.
<br /> PROPERLY INCIDENTAL i0 EARTHWORK. 3.4.5 TANKS SHALL BE BURIED rO MIN�MUM DEPTH AS PER ABOVE AND! 5HOWN ON
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING START-UP --
<br /> AND CHECK-OUT. CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT, PART 2 -" PRODUCTS GASOLINE DRAWINGS, TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN
<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 DATE MANUFACTURER'S SPECIFICATIONS. REQUIRED. -
<br /> AND TIME. IT IS SOUTHUANDS PREFERENCE NOT TO 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-11AROENING
<br /> 5,2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR, GAS CONTRACTOR AND OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4". PIPE SEALANT TO INFERNAL BUSHING THREADS. PERMANENT METAL PLUGS SHALLBE
<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 /> if 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 /> 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 FROM THE UNUSED OPENINGS, THE PLUGS IN TANK OPENINGS WHICH ARE T BE USED
<br /> NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF SOUTHLAND SOUNDNESS. FILL MATERIAL SHALL NOT HAVE. MORE THAN 3% PASSING A qS SIEVE. SHALL NOT BE OVERPGHTENEO AS THIS MAY CAUSE THE HUSHING TO UNSCR WITH
<br /> =T REPRESENTATIVE, DAMAGE TO ANY SOUTHLAND EQUIPMENT DUE TO IMPROPER INSTALLATION DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOL THE PLUG, CARE SHALL BE TAKEN NOT TO CROSSTHREAD OR DAMAGE THE N N-
<br /> AND/OR UNAUTHORIZED START-UP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.1.3 SAND: (WHEN APPROVED IN WRITING ON A PER PROJECT BASIS.) MATERIAL METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
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<br /> 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL SHALL BE CLEAN, WASHED, INERT, WELL GRANULATED WITH LESS THAN 8% BY 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS.
<br /> BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL. ALL WEIGHT PASSING A #200 SIEVE. ANCHORING SHALL BE REQUIRED. ¢ a
<br /> LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. 3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT Y WELL POINT
<br /> 2.2 GEOIEXTILE MATERIAL: SOIL STABILIZATION FILTER FABRIC MATERIAL SHALL BE ONE
<br /> 5.5 VERIFICATION: PRIOR TO SCHEDULING OF START--UP, CONTRACTOR SHALL OBSERVE OF THE FOLLOWING: SYSTEM(S) 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), - z
<br /> SPECIFICATIONS FOR THE FOLLOWING: DRAWINGS AND AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 12" FROM
<br /> I. 5.5.1 MANWELLS SHALL BE PROPERLY CENTERED/INSTALLED AT OVERFILLS, SUBMERSIBLES, 2.2,2 HOECHST CELANESE CORPORATION TREVIRA 51125 (PHONE ((800-845-7597). -
<br /> OUTSIDE VERTICAL LINE OF TANK(S) AS SHOWN ON DRAWINGS.
<br /> 2.2.3 REEMAY, INC., iYPAR 3481 OR TYPAR 3341 (PHONE (j800-321 -8271). 3,7.3 TIE DOWNS: STRAPPING MATERIAL. SHALL BE AS PER TANK MANUF CTIJRER'S „
<br /> VAPOR RECOVERY, AUTOGAUGING, OBSERVATION TUBES AND SUMP/RISERS, Ti
<br /> d - 5.5.2 . PROPER HEIGHT OF GRAVEL BACKFILL AROUND SUMP/RISERS. PART 3 - EXECUTION REQUIREMENTS.
<br /> U 5.5.3 TANK 1.0. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND 3.7.4 . TURNBUCKLES: TO REMOVE CABLE SLACK, UTILIZE 5/8 ". JAW TYPE TURNBI,CkLE:S,
<br /> Wo CRIBBING, ONE EACH SIDE OF TANK (2 PER STRAP).
<br /> 5.5.4 ALL BRAS CO005 AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 3.2 LAYOUT: CONTRACTOR SHALT- 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 BYI -
<br /> 3.7.6 INSULATION: TANKS SHALL BE INSULATED FROM TIEpUWNS BY PLACEMENT OF 151 L97
<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 SHAH OFDATES
<br /> AID STRIPE, SET AND MAINTAIN NECESSARY STAKES, BATTER BOARDS AND REFERENCE POINTS. PETROLEUM RESISTANT MATERIAL AS APPROVED BY TANK MANUFACTURER. - PROJECT
<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 3.73 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO (2) GOATS OF 30T1 .20
<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 DRAYltdt MSFy
<br /> CLEANED OUT FREE OF DEBRIS AND CONCRETE, EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF 3,y LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS,
<br /> r - THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF
<br /> 5.,y.8 TANKS CLEAN AND FREE OF WATER• - " ,`DROOPED ---�'---"__-`-
<br /> UTILIZING LIFTING LUGS PROVIDED ON TANKS TANKS SHALL NOT BE 170U.ED,
<br /> 5,5,9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY OR WRAPPED WITH CHAINS, EQUIPMENT OF' SUFFICIENt SIZE, DESIGN AND LIT'. CAPACITY APPRQVEDS GL
<br /> SOUTHLAND CORPORATION DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE P ,
<br /> CONCRETE. SHALL BE UTILI7ED FOR SETTING OF TANKS SHOULD TANKS BE BUMPED, DFPITF.O, DROPPED
<br /> GREATER. ..,'.__r_... _ ...__ .,...._._... ..
<br /> 5.5,10 015PENSERS PROPERLY:SET AND SECURED TO ISLAND BOX FRAME AND - OR MISHANDLED IN ANY 'NAY, INSTALLATION SHALL BE IW.TED AND TANK MANUFACTURER'S ORAWIN(3
<br /> DISPENSER SUMPS PROPERLY' CLEANED OUT FREE OF DEBRIS AND CONCRETE. 3.4 SAWCUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND REPRESFNfAHVE IMMEDIATELY CONTACTED FOR RECERTIFICATION OF TANKS. CONTACT LOCAL
<br /> ALL TRENCHES SHALL BE CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' CONSTRICTION OFFICE CR SITE', MANAGER IMMEDIATELY UPON NOTICE OF QUE :71ONABLE
<br /> S.F�.t' 9 F �.F: VALVES SECURED TO FRAME 'WITH GROPER HARDWARE, BEYOND EDGES OF TANK BOLD IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. "
<br /> 5 '` .1 ?. PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. TO NEW SLAB TO AVOID SETTLING,
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