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PERFORMANCE SPECIFICATION -
<br />SECTION II INSPECTIONS / TESTING - CONTINUED
<br />PART 3 - TANK INSTALLATION INSPECTION - CONTINUED
<br />3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS'
<br />PRIOR TO PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL
<br />MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR
<br />COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND
<br />ACCEPTABLE SOAP APPLICATION EQUIPMENT.
<br />3.6 MINIMUM TESTING: JACKETED STEEL TANKS AS MANUFACTURED BY TOTAL CONTAINME
<br />SHOULD ARRIVE AT THE, JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE.
<br />THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TA
<br />SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT TH
<br />MANUFACTURER IMMEDIATELY.
<br />3.7 OBSERVATION: SOUTHLAND'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE
<br />SHALL BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION
<br />LIFTING, SETTING AND BURIAL OF TANKS.
<br />3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUM
<br />ATION OF ALL PROCEDURES.
<br />PART 4 - TANK AND LINE TESTING
<br />4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR T
<br />CONCRETE REPLACEMENT AND FINAL SYSTEM TEST:
<br />4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL
<br />PROTECTION, OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION 0
<br />4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP
<br />MINIMUM OF 5' ABOVE FINISHED GRADE.
<br />4.1 .3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH FIRE VALVES
<br />INSTALLED AT ISLAND.
<br />4.1 .4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED.
<br />4.1.5VAPOR RECOVERY: ALL PHASE I VAPOR RECOVERY LINES SHALL BE COMPLETE
<br />PLUGGED AT ISLANDS.
<br />4.1.6 FILL PIPES: ALL FILL, PHASE I VAPOR RECOVER`( AND GAUGING RISERS SHALL
<br />BE INSTALLED.
<br />4.1 .7 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR PRODUCT
<br />DELIVERY AND TANK TESTING PROCEDURES.
<br />4.1.8 FILL: CONTRACTOR SHALL PROVIDE 2' BACKFILL OVER TANKS OR PROVIDE
<br />ACCEPTABLE INSULATED BLANKETS FOR COVERAGE OF TANKS.
<br />4. 1 .9 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL. VERT
<br />AND NOTIFY SOUTHLAND CONSTRUCTION DEPARTMENT OF STATUS.
<br />4.2 AFTER PLACEMENT OF CONCRETE A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING
<br />TANKS, PRODUCT LINES, STAGE II VAPOR RECOVERY LINES, SECONDARY CONTAINME
<br />PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS
<br />APPROVED BY THE SOUTHLAND CORPORATION.
<br />4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO
<br />SOUTHLAND REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANK
<br />FILLED WITH PRODUCT FOR TESTING PROCEDURES, A MINIMUM OF 72 HOURS ADVA
<br />NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY,
<br />4,4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL
<br />PRODUCT DELIVERIES, CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY CO
<br />THAT NO OVERFILL PROTECTION IS INSTALLED AND 'TO FOLLOW PROCEDURES FOR D
<br />AS SITUATION DICTATES.
<br />4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION O
<br />TEST SHALL BE REMOVED BY TESTING COMPANY.
<br />PART 5 START-UP INSPECTION
<br />5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING START -
<br />AND CHECK-OUT. CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT,
<br />NECESSARY START-UP ASC'S AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE
<br />MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL START-UP AND CHECK-OUT DA
<br />AND TIME. IT IS SOUTHLANDS PREFERENCE NOT TO SCHEDULE A FRIDAY STARTUP.
<br />5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR, GAS CONTRACTOR AND
<br />ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON-SITE DURING START-UP.
<br />5.3 START-UP: PHYSICAL START-UP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT S
<br />DONE BY AND AT THE DIRECTION OF SOUTHLAND REPRESENTATIVE ONLY. CONTRACT
<br />NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF S01
<br />REPRESENTATIVE. DAMAGE TO ANY SOUTHLAND EQUIPMENT DUE TO IMPROPER INS7
<br />AND/OR UNAUTHORIZED START-UP WILL BE THE RESPONSIBILITY OF THE CONTRACT
<br />5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SH
<br />BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL, ALL
<br />LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE.
<br />5.5 VERIFICATION: PRIOR TO SCHEDULING OF START-UP, CONTRACTOR SHALL OBSERVE
<br />AND VERIFY CORRECTNESS AND COMPLIANCE TO SOUTHLAND'S DRAWINGS AND
<br />SPECIFICATIONS FOR THE FOLLOWING:
<br />5.5.1MANWELLS SHALL BE PROPERLY CENTERED/INSTALLED AT OVERFILLS, SUBMER
<br />VAPOR RECOVERY, AUTOGAUGING, OBSERVATION TUBES AND SUMP/RISERS,
<br />5.5.2 PROPER HEIGHT OF GRAVEL BACKFILL AROUND SUMP/RISERS.
<br />5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS,
<br />5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE.
<br />5.5.5 LEAK DETECTORS INSTALLED.
<br />5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION
<br />AID STRIPE,
<br />5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MAN
<br />SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MANWAY OR FITTINGS AN
<br />CLEANED OUT FREE OF DEBRIS AND CONCRETE.
<br />5:5.8 TANKS CLEAN AND FREE OF WATER:
<br />5:5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED" OUT FREE OF DEBRIS AND
<br />CONCRETE:'
<br />5.5.10DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND
<br />DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF ,DEBRIS AND CONCRETE
<br />5.5.1 1 FIRE VALVES SECURED TO FRAME WITH,: PROPER HARDWARE.
<br />5.5.12PHASE II VA1?OR RECOVERY LINES, STUBBED UP AND SECURED IN PROPER LC:)
<br />XQFF
<br />CONTINUED
<br />SECTION II INSPECTIONS / TESTING CONTINUED
<br />PART 5 START-UP INSPECTION CONTINUED
<br />l T N ' COMPLETED. VERIFY
<br />T J WITH ALL CONNEC 10 S
<br />5.5.1.5 ELECTRICAL CONDUITS S SEG RED
<br />COMPLIANCE WITH REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX
<br />CASING:
<br />5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER
<br />PLUGS INSERTED.
<br />NT 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF
<br />OBSERVE REQUIRED BY GOVERNINO AUTHORITIES FOR INSPECTION PURPOSES.
<br />NKS. 5.5,.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES_ COMPLETED AND SIGNED. SIGNED
<br />E TANK AND COMPLETED PERMIT CARD ON SITE.
<br />5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY
<br />OF INSTALLED, SECURED, AND PLUMB.
<br />5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH
<br />ENT- ACCEPTABLE PLATES.
<br />5.5.19 VENT LINES PROPERLY SECURED, PROTECTED, AN INSTALLED AT PROPER HEIGHT
<br />5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE', ON SITE.
<br />5.5.21 ALL MANHOLES FREE OF CONCRETE. AND DEBRIS.
<br />0 5,5.22_ MANHOLE COVERS PROPERLY PAINTED.
<br />5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY,, DOWNSPOUTS_, METALS AND
<br />F" TEST. MISCELLANEOUS METALS,
<br />5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED
<br />WITH ACCEPTABLE RISE TO MANHOLES.
<br />5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE:
<br />(A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE
<br />AUTOGAJGING, DISPENSER LIGHTS (ALL) AND CANOPY: LIGHTS (ALL).
<br />AND (B) GAS PANEL CONTROLLED BY ON MAIN "BREAKER.
<br />(C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED.
<br />(D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING.
<br />(E) CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL:
<br />(F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR" CODED WIRING.
<br />(G) CONDUITS PROPERLY IDENTIFIED.
<br />FY (H) ALL BREAKERS IN "OFF' POSITION.
<br />5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO
<br />SCHEDULING OF START --UP. BY SO NOTIFYING THE START-UP ASC'S AND CONSTRUCTION
<br />ENGINEER, THE GAS CONTRACTOR IS CERTIFYING THAT ALL NEEDED PREP WORK WILL
<br />NT BE COMPLETE. MONIES AND/OR TIME LOST 'AT START-UP DUE TO NON-
<br />COMPLIANCE SHALL BE CHARGED TO GAS CONTRACTOR ACCORDINGLY.
<br />5.7 LINE TESTING: PRIOR TO SYSTEM START --UP; A NYA,ROSTATIC LINE TEST SHALL BE
<br />PERFORMED ON PRODUCT LINES. TESTING METHOD. SHALL BE AS APPROVED BY
<br />S TO BE SOUTHLAND ENVIRONMENTAL DEPARTMENT. TEST SHALL B7' PERFORMED WITH
<br />NCE SOUTHLAND REPRESENTATIVE ON SITE.
<br />5.8 CATHODIC PROTECTION SYSTEMS: AS APPLICABLE, SHALL BE TESTED FOR
<br />EFFECTIVENESS AND COMPLIANCE WITH MANUFACTURER'S CRITERIA,
<br />5.9 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING
<br />COM PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />DELIVERY
<br />SECTION IIIIEEARFH WORK
<br />F PART 1 GENERAL
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS,
<br />SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR
<br />JP PROPERLY INCIDENTAL TO EARTHWORK,
<br />PART 2 - PRODUCTS
<br />A 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE
<br />TE MANUFACTURER'S SPECIFICATIONS.
<br />2.1.1PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX
<br />OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4".
<br />2.1.2STONE OR GRAVEL CRUSHINGS: SHALL'BE WASHED MATERIAL WITH ANGULAR
<br />HALL BE PARTICLE SIZE NOT LESS THAN 1/8 OR MORE THAN 1/2".
<br />OR SHALL NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND
<br />SOU SOUNDNESS. FILL MATERIAL SHALL NOT ,HAVE MORE THAN 37. PASSING A #8 SIEVE.
<br />RELATION '' DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT.
<br />OR. 2.1.3SAND: (WHEN APPROVED IN WRITING ON A PER PROJECT BASIS.) MATERIAL
<br />ALL SHALL BE CLEAN, -WASHED, INERT, WELL GRANULATED WITH LESS THAN 8% BY
<br />WEIGHT PASSING A #200 SIEVE.
<br />2.2 GEOTEXTILE MATERIAL: SOIL STABILIZATION FILTER FABRIC MATERIAL SHALL BE ONE
<br />OF THE FOLLOWING:
<br />2.2.1 PHILLIPS FIBERS, SURPAC 4NP (PHONE #800-845-5737),
<br />SIBLES, 2.2 2HOECHST CELANESE CORPORATION TREVIRA`S1125 (PHONE #800-845-7597).
<br />2.2,3REEMAY, INC., TYPAR 3401 ' OR TYPAR 3341 (PHONE #800-32"1-6271).
<br />PART 3 - EXECUTION
<br />3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING; 'BRACING, PILING AND
<br />CRIBBING
<br />3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL ,WORK. OWNER
<br />RESERVES THE RIGHT TO MAKE ADJUSTMENTS IF DISCREPANCIES ARE FOUND BY
<br />CONTRACTOR. REPORT DISCREPANCIES TO OWNER'S LOCAL CONSTRUCTION MANAGER.
<br />SET AND MAINTAIN NECESSARY STAKES; BATTER BOARDS AND REFERENCE POINTS,
<br />HOLE 3.;5 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE
<br />D DRAWINGS, PLUS SUFFICIENT DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS.
<br />EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF
<br />THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF
<br />SAME DIMENSIONS OF TANK EXCAVATION SHALL: BE MINIMAL AS ESTABLISHED BY
<br />SOUTHLAND CORPORATION DRAWINGS 'UNLESS TANK ,MANUFACTURER REQUIREMENTS ARE
<br />GREATER,
<br />3.4 SAWCUTTING: IF PAVING MUST BE RE=MOVED, THE PERIMETER OF THE TANK HOLE AND
<br />ALL TRENCHES SHALL. BE CUT WITH A CONCRETE SAWN NOTE: PAVING TO BE CUT 2'
<br />CATION. BEYOND' EDGES OF TANK HOLD IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT
<br />TO NEW SLAB TO AVOID SETTLING.
<br />SECTION III EARTH WORK - CONTINUED
<br />PART 3 EXECUTION - CONTINUED
<br />3.5 HAZARDOUS MATERIAL; SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT
<br />SHOWN ON SOILS TEST BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER
<br />SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO PROCEED.
<br />3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN
<br />BERMS AT ALL TIMES TO PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF
<br />SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, PROTECTED AND
<br />BARRICADED FOR SAFETY UNTIL BACKFILL IS COMPLETE AND SURFACING FINISHED.
<br />3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS
<br />FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS
<br />WARRANT SAME.
<br />3.8 FILLING AND BACKFILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE
<br />WITH TANK MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12' BED OF APPROVED
<br />BACKFILL OVER BOTTOM OF EXCAVATION PRIOR TO TANK PLACEMENT. BACKFILL SHALL
<br />BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS.
<br />3.9 CLEAN-UP: CLEAN IJP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING
<br />PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />SECTION IV TANK INSTALLATION
<br />PART 1 - GENERAL
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY
<br />INCIDENTAL TO THE INSTALLATION OF GASOLINE STORAGE TANKS.
<br />PART 2 - PRODUCTS
<br />2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION
<br />PROTECTED PER EPA REQUIREMENTS. APPROVED TANKS SHALL BE:
<br />2. 1.1 ILL LISTED HDPE JACKET STEEL TANKS AS SUPPLIED BY TOTAL CONTAINMENT, INC.
<br />2.2 HOLD DOWN STRAPS: STRAPS AS REQUIRED BY SOILS/WATER CONDITION SHALL
<br />BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT
<br />ACCEPTABLE.
<br />PART 3 - INSTALLATION
<br />3.1 MANUFACTURING: REFER TO TANK MANUFACTURERS CRITERIA AND SPECIFICATIONS FOR
<br />TANK INSTALLATION AND ADHERE TO AS REQUIRED.
<br />3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD
<br />REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER
<br />CLEARANCE, ADHERE TO ACCORDINGLY,
<br />3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF
<br />EXCAVATION OR PAD AND BOTTOM OF TANK.
<br />3.2.2SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 2'0" FROM SIDE/END OF
<br />TANK TO WALL OF EXCAVATION.
<br />.3.2.3 TOP: PROVIDE 38" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE
<br />3.3 TESTING: PRIOR TO INSTALLATION OF 'TANKS, TEST PER MANUFACTURER'S
<br />SHALL BE PERFORMED ON TANK, ON DUAL WALL_ TANKS, CONSULT TANK MANUFACTURER
<br />FOR TESTING CRITERIA BUT MINIMUM 4" HG VACUUM MUST BE HELD ON INTERSTIAL
<br />SPACE FOR AT LEAST ONE (1) HOUR.
<br />3.4 PLACEMENT:
<br />3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION.
<br />3.4.2 PR10R TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS,
<br />GARBAGE, ETC. FROM EXCAVATION.
<br />3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD.
<br />3.4.4SLOPE TANKS 2" MINIMUM AND 4" MAXIMUM TOWARDS END WITH FILL OPENING,
<br />3.4.5TANKS SHALL BE. BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON
<br />GASOLINE DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN
<br />REMOTE POSITION TO ALLOW FOR PROPER SLOPE ON VENT LINES. VERIFY DEPTH AS
<br />REQUIRED.
<br />3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON -HARDENING
<br />PIPE SEALANT' TO INTERNAL BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE
<br />INSTALLED AT ALL UNUSED OPENINGS.
<br />3.6 BUSHING: THE DI --ELECTRIC BUSHINGS IN STI -P3 TANKS SHALL NOT BE REMOVED
<br />FROM THE UNUSED OPENINGS. THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED
<br />SHALL NOT BE OVERTIGHTENED AS THIS MAY CAUSE THE BUSHING TO UNSCREW WITH
<br />THE PLUG. CARE SHALL BE TAKEN NOT TO CROSSTHREAD OR DAMAGE THE NON-
<br />METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
<br />3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS.
<br />ANCHORING SHALL BE REQUIRED.
<br />3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT
<br />SYSTEM(S) AND PROPERLY SIZED PUMP(S).
<br />3.7.2ANCHORS: DEADMAN SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED IN
<br />DRAWINGS AND AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 12" FROM
<br />OUTSIDE VERTICAL LINE OF TANK(S) AS SHOWN ON DRAWINGS.
<br />3.7.3TIE DOWNS: STRAPPING MATERIAL SHALL BE AS PER TANK MANUFACTURER'S
<br />REQUIREMENTS.
<br />3.7.4TURNBUCKLES: TO REMOVE CABLE SLACK, UTILIZE 5/8 " JAW TYPE TURNBUCKLES,
<br />ONE EACH SIDE OF TANK (2 PER STRAP).
<br />3.7.5STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS.
<br />3.7.61NSULATION: TANKS SHALL BE INSULATED FROM TIEDOWNS BY PLACEMENT OF
<br />APPROVED DI --ELECTRIC MATERIAL BETWEEN STRAP AND TANK. MATERIAL SHALL BE
<br />PETROLEUM RESISTANT MATERIAL AS APPROVED BY TANK MANUFACTURER.
<br />3.7.7 COATING:' COVER ALL NON -GALVANIZED HARDWARE WITH TWO (2) COATS OF
<br />ASPHALT IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT.OF BACKFILL
<br />3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS,
<br />UTILIZING LIFTING LUGS PROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED
<br />OR WRAPPED WITH CHAINS, EQUIPMENT OF SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY
<br />SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED, DROPPED
<br />OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S
<br />REPRESENTATIVE IMMEDIATELY CONTACTED FOR RECERTIFICATION OF TANKS. CONTACT LOCAL
<br />CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE
<br />-
<br />HANDLING OF TANKS OR NOTABLE DAMAGE THERETO.
<br />DATE: 08SEP97
<br />PROJECT NO:
<br />3439.10
<br />DRAWN: MSP
<br />APPROVED: CL
<br />DRAWING
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<br />DATE: 08SEP97
<br />PROJECT NO:
<br />3439.10
<br />DRAWN: MSP
<br />APPROVED: CL
<br />DRAWING
<br />FSP -2
<br />
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