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<br /> SPECIFICATIONS
<br /> 1.0 GENERAL DIAMETER BETWEEN TANK SIDES/END CAPS AND THE CONTRACTOR is 'To FURNISH AND INSTALL A FILTER FABRIC IF THE 'TANKS ARE BALLASTED, CONDUCT A PETRO TITEv A FILTER FABRIC MEMBRANE SHALL BE INSTALLED, IN STEP TWP: INSTALL PRESSU(RE APPLICATION SYSTEM THAT ,
<br /> WALL OF THE TANK HOLE. 'TANK HOLE LINER WHEN SPECIFIED BY THE COMPANY HYDROSTATIC TEST (INSTEAD OF AN AIR TEST) ON THE TANK ACCORDANCE WITH PLANS, WHEN PIPING BACKFILL DIFFERS INCLUDES TWO PRESSURE GAU6ES (15 PMG MAXIMU V� APPLY-
<br /> CHEVRON U.5,A. CONSTRUCTION SPECIFICATIONS (MOS 243) ARE A REPRESENT ATIVE� 'THE ENTIRE 'TANI< HOLE (SIDES AND AND FITTINGS. FROMTANK BACKFILL. 10 PSIG PRESSIJRE TO EACH PIPING SYSTEM� SOAP ALL JOINTS
<br /> PART HEREOF, F A IF USING FILTER FABRIC TO LINE THE TANK HOLE AND BOTTOM) IS TO BE COVERED, LAY THE FABRIC WITH 2' USING APPROVED SOAP SOLUTION. CAREFULLY OBSERVE
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<br /> PERMANENT SHORING, TO STABLIZE THE TANK HOLE, NO TANK THAT' SHOWS ANY EVIDENCE OF A LEAK IS TO BE 43.4 CUTTING EACH JOINT FOR EVIDENCE OF LEAKS,
<br /> M I N I M UM OVERLAPS. BEDDING MATERIAL, TIE. DOWN "LOGS"
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<br /> THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER TH E N USE TANK SPACING AS PROVIDED UNDER STABLE AND SAMPLE WELLS ARE-TO BE PLACED ON 'TOP OF FILTER KEPTIN 'THE SYSTEM. ANY DAMAGE INCURRED TO THE TANK
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<br /> L _01 L TI-1 11 )LE , DURING THE INSTALLATION WILL BE THE CONTRACTOR'S FIBERGLASS PIPE IS TO BE cur USING A FINE TOOTHED
<br /> HANDLING AND INSTALLATION OF THE FIBERGLASS REINFORCED SOIL� FABRIC, EXCESS FABRIC AT THETOF OF THE HOLE SHOULD BE
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<br /> PLASTIC (FRP) UNDERGROUND TANKS AND PIPING, AND SHALL FOLDED OVER THE TANK HOLE BACKFILL MATERIAL AT RESPONSIBILITY. THE COMPANY REPRESENTATIVE IS TO BE HACKSAW BLADE OR ABRASIVE WHEEL ON A CIRCULAR SAW.
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<br /> INSURE THAT GOOD WORKMANSHIP, PRACTICES AND CONSTRUCTION 23.3 HOLE DEPTH SUBGRADE. NOTIFIED OF ANY DAMAGE AND WILL DETEP-MINE 'THE COURSE USE A SAW GUIDE OR "WRAP-AROI.;ND" TO INSURE A SQUARE COM P,�N,N Y APPROVAL OF FIRST TEST
<br /> PROCEDURES ARE FOLLO\A'ED DURING THE HANDLING AND OF ACTION TO BE FOLLOWED, CUT END. ("'UT PIPE END MUST BE SQUARETO WITHIN 1/4". RESULTS IS REQUIRED PRIOR, TO BACKFILLING TRENC�HES,
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<br /> INSTALLATION OF THE TANKS AND PIPING. HOLE SHALL HAVE SUFFICIENT DEPTH TO ALLOW A MINIMU APPROVED FILTER FABRIC MATERIAL,
<br /> OF 12" OF BACKFILL MATERIAL UNDER THE TANKS. 2.5.4 INTERNAL MEASUREMENTS STEEL, PIPE IS TO BE CUT USING EITHER A HAND OR POWER 4 4.2 SECOND TEST (AFTER BACKFIL LING AND PATCH PAVING)
<br /> THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE TANKS 17OR DUPONT "TYPAR" SPUNBOUND POLYPROPYLENE - STYLE OPERATED PIPE CUTTER AS IN NORMAL PIPEFiTTING
<br /> DAMAGE UPON RECEIPT AT THE JOB SITE. ANY VISIBLE DAMAGE IS TO THE COMPANY REPRESENTATIVE IS TO SPEC117Y THE TANK 3401 INTERNAL, DIAMETER MEASUREMENTS ARE TO BE TAKEN AT PRACTICES. APPLIES TO PRODU TCT LINES AFTER BACKFILL AND PATCHING
<br /> BE NOTED ON THE DELIVERY RECEIPT. BURIAL DEPTFi WHICH IS TO BE MEASURED AT THE REMOTE PHILLIPS FIBERS CORP� -"SUPAC" FABRIC THE F'ILL AND THE REMOTE PUMP OPENINGS, ON EVERY FRP OF CONCRETE ISLANDS, SLABS, AND YARD PAVING HAS BEEN
<br /> PUMP OPENING. THE CALCULATION MUST CONSIDER PIPE MONSANTO - "BIDIM" C-22 TA N K, THE CONTRACTOR, WITNESSED BY THE COMPANY 4,3,5 TAPERING/REAMING COMPLETED.
<br /> THE PRESENCE OF 'THE COMPANY REPRESENTATIVE ON-SITE DOES BURIAL DEPTH AT, AND LENGTH OF RUIN TO THE PUMP OR APPROVED EQUAL, REPRESENTATLvE, IS RESPONSIBLE FOR MAKING AND 'FEST LINES USING PETRO TITEO HYDROSTATIC LINE TESTING
<br /> NOT RELIEVE THE CONTRA(''"TOR OF THE RESPONSIBILITY FOR PROPER BLOCKS (SEE. SECTION ON PIPING) AND THE YARD SLOPE. RECORDING ON A FORM PROVIDED BY THE COMPANY, THE ALI, CUT FIBERGLASS PIPE ENDS MUST BE TAPERED TO 1-3/40 EQUIPMENT
<br /> TANK HANDLING AND INSTALLATION, 2.4,9 BALLAST REQUIRED MEASUREMENTS� T H E FIRST SET OF USING ONE OF THE TAPERING TOOLS AVAILABLE FROM THE Oki APPROVE],',) EQUAL, COMPANY
<br /> THE MAXIMUM DEPTH OF COVER FOR FRP 'TANKS IS SEVEN MEASI.I:REMENTS I ARE TO BE 'TAKEN PRIOR TO PLACING ANY PIPE MANUFACTURER, PROTECT PIPE DURING TAPERING TO REPRESENTATIVE TO DESIGNATE TEST FLUID. TEST FLUID
<br /> ,TANK AND PIPING INSTALLATION MUST' BE IN ACCORDANCE WITH THIS FEET� DO NOT EXCEED, WATER IS TO BE USED AS BALLAST UNDER ALL CONDITIONS BACKFILL AROUND THE TANK. THE SECOND SET OF PREVENT DAMAGE TO PIPE. THE FINISH TAPER SHALL BE SHALL BE ASSIGNED PRODUCT, DIESEL FUEL OR WATER,
<br /> SPECIFICATION INCLUDING ALL FEDERAL, STATE AND LOCAL CODES. WHERE BALLAST 15 REQUIRED. MEASUREMENTS ARE TO BE TAKEN WHEN THE BACKFILL HAS SMOOTH, CL.F'AN AND FREE FROM SURFACE DEFECTS. THE
<br /> CONFLICTS OR VL ARIATIONS BETWEEN PLANS, SPECIFICATIONS NOTE: I F` UNEXPECTED WATER 15 ENCOUNTERED, REACHED SUBGRADE (PRIOR To POURING THE CONCRETE LENGTH OF TAPER FOR 2" DIAMETER PIPE IS 1-5/8" AND FOR 3" BLOCK LINES AT DISPENSERS BY CLOSING FUSABLE LINK IN
<br /> ANWOR GOVERNING CODES AND ORDINANCES ARE TO BE RESOLVED IMMEDIATELY CONTACT THE COMPANY REPRESENTATIVE FOR DRY HOLE CONDITION- SLAB.), DIAMETER PIPE IS 1-3/411. FOR OTHER SIZE PIPE, CONStjLT REMOTE PUMP SfIUT-CFF VALVE (SHEAR OR SAFETY VALVE).
<br /> WITH THE COMPANY REPRESENTATIVE PRIOR, 'TO SUBMITTING BID OR DIRECTION BEFORE COMPLETING THE EXCAVATION. PIPE MANUFACTURER'S INSTRUCTIONS. REMOVE LINE TEST PORT PLUGS FROM REMOTE PUMP SHUT-
<br /> STARTING THE WORK, TANKS, WITH BACKFILL TO TOP OF 'TANKS, MUST BE IF THE DIFFEREN( E BETWEEN ANY 2 SETS OF READINGS IS OFF VALVE TO PURGE ALL AIR FROM PIPE SYSTE.M� INSTALL
<br /> 23.4 HOLE SHORING/SIDE SLOPING BALLASTED IF THERE IS ANY CHANCE THAT SU IRFACE OR GREATER THAN 1 1/4" - STOP THE JOB, THE COMPANY STEEL PIPE ENDS ARE TO BE REAMED. PRESSURE APPLICATION SYSTEM IN HIGHEST (ELEVATION)
<br /> 2.0 UNDERGROUND TANKS SUBSURFACE WATER WILL ENTER 'THE TANK HOLE TO A DEPTH REPRESENTATIVE is TO BE NOTIFIED AND WILL DETERMINE VALVE,
<br /> NO PERSON SHALL ENTER A TANK HOLE BELOW THE 5' DEEP OF 23" OR GREATER ABOVE THE BOTTOM OF THE "TANKS. THE COURSE,OF ACTION THAT WILL BE FOLLOWED. 4 3.6 BONDING AND ADHESIVE SYSTEMS
<br /> 2.1 MATERIALS LEVEL UNLESS THE WALLS ARE SHORED OR SIDE-SLOPED AS CLOSE REMOTE PUMP CHECK VALVE BY TURNING VENT
<br /> PRESCRIBED BY CURRENT OSHA REGULATIONS. NO CAUTION - DO NOT BALLAST TANKS UNTIL BACKFILL IS TOTOP 3.0 TANK SLAB- PRODUCT, WASTE OIL AND/OR HEATING FUEL ALL FIBE'RGLASS PIPE SURFACES TO BE BONDED SHALL BE CLOSING SCREW DOWN AS FAR AS POSSIBLE.
<br /> FIBERGLASS REINFORCED PLASTIC (T-RP) STORAGE TANKS AS EXCEPTIONS. STATE AND LOCAL REQUIREMENTS -THAT ARE OF TANKS. CLEANED WITH SOLVENT AS SUPPLIED BY PIPE
<br /> SUPPLIED BY CHEVRON ARE, TO BE INSTALLED BY CONTRACTOR IN MORE RESTRICTIVE 'THAN COMPANY SPECIFICATIONS ARE TO CONCRETE TANK SLAB WILL BE A MINIMUM OF 6" THICK, WITH MANUFACTURER. IF TAPERED SECTION IS WET OR MOIST, DRY FILL LINES wLTH TEST FLUID THROUGH LINE TEST PORT(S).
<br /> ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. BE ADHERED TO AS THOUGH SPEC'IFIED IN COMPANY WET HOLE CONDITION., THICKENED EDGES TO 9", REINFORCED WITH 0 BARS, 18" ON CENTER WITH PROPANE TORCH - DO NOT OVERHEAT OR BURN THE PLUG, ALL LINE TEST' PORTS WHEN AIR HAS BEEN PURGED
<br /> SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR, ANY EACH WAY. MITER ALL CORNE'RS AT 4,50. EXTEND 24" MINIMUM PIPE. IF TEMPERAT6RE IS BELOW 60OF �060C) WARM ALI, FROM SYSTEM, APPLY 50 PSIG TFs,r PRESSURE AND HOLD FOR
<br /> UNLESS SPE'CIFIED ELSEWHERE, -THE STA�D RD TANNK, DESIGN, MA-rERIALS, EQUIPMENT, PER'MiTS, ETC., FOR BEYOND PROJECTED L.IMITOF THE COVERED TANKS. SEE DRAWING P- 'TAPERED SURFACES WITH PROPANE TORCH - DO NOT A MINIMUM OF30 MINUTES� THERE SHALL BE NO PRESSURE
<br /> ,,,,,SIZES WILL BE- ATTEMPT TO PUMP WATER FROM THE TANK HOLE TO
<br /> SHORING OR SIDE SLOPING A HOLE, MAIN,rAlN A "DRY HOLE CONDITION". IF UNABLE 'TO OBTAIN A I & P-2 FOR, DETAILS� CONCRETE TANK 51-AB OVER TANK(S) WITH OVERHEAT OR BURN THE PIPE OR FITTING, BELL AND SPIGOT LOSS�
<br /> PRODUCT - 10,000 GALLON NOMINAL "DRY HOLE CONDITION", COMPANY REPRESENTATIVE IS TO BE MANWAY REQUIRES ADDITIONAL STEEL REINFORCING AT THE JOINT's ARE TO BE MADE UP WITFI EPDXY ADHESIVE AS
<br /> MANWAY END OF THE SLAB. SEE DRAWING P-1 FOR DETAILS. RECOMMENDED BY THE PIPE MANUFAcTuRER. ADHESIVE USE TWO, PRESSURE GAUGES FOR THIS TEST, EACH IN GOOD
<br /> HEATING FUEL - 1,000 CALLON NOMINAL 2.4 INSTALLATION NOTIFIED AND WILL DETERMINE THE COURSE OF ACTION 'To
<br /> WASTE Oil- - 1,000 GALLON NOMINAL BE F'OLLOWED. INSTALL FILTER FABRIC, FiE-DOWN "LOGS" SHALL BE MIXED THOROUGHLY IN ACCORDANCE WITH WORKING CONDITION AND HAVING BEEN TESTED AND
<br /> ALL PILLBOXES AND REMOTE PUMP PITBOXES ARE TO BE RAISED I" MANUFACTURER'S INSTRLJCTIONS AND SHALL, BE APPLIED TO CALIBRATED WITHIN 3 MONTHS PRIOR TO THE LINE TEST. THE
<br /> 2.4.1 BACKFILL MATERIAL - APPROVED AND BEDDING AS SPECIFIET) ELSEWHERE. SET TANK IN HOLE, MAXLMUM RANGE ON GAIJGES TO BE 100 PSIG. CONTRACTOR
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<br /> NOMINAL GALLONS XERXES OWENS/CORNING PARTIALLY FILL WITH WATER UNTIL. IT SINKS FIRMLY ON THE ABOVE ADJACENT SLAB GRADE wi,rii 12" MINIMUM TRANSITION, BOTH SURFACES. INSERT THE SPIGOT END INTO THE BELL
<br /> P __6_MTT'0NG 30' - 4" LONG "PEA GRAVEL"- BED. USE ONLY ENOUGH WATER TO BALLAST TANK UNTIL. BOTTOM OF SLAB TO BE 'THICKENED TO BOTTOM OF FILLBOXES - 12" USING A SLIGHTTURNING MOTION (ONE-HALF TURN TO A FULL TO FURNISH COMPANY REPRESENTATIVE WITH EVIDENCE OF
<br /> 1,000 11' - 3 7/8" LONG ]V - 3/411 LONG BACKFILL IS TO TOP OF 'TANK. AF TER BACKFILL, TO TOP OF MAXIMUM. TURN IS NECESSARY) AND PUSH, SUCH TESTAND CALIBRATION OF GAUGES.
<br /> I A, CLEAN NATURALLY ROUNDED AGGREGATE WITH A 1/8" -TANK, FILL TANK WITH WATER UNTIL COMPLETION OF MARK THE TANK SIZE IN THE WET CONCRETE NEAR THE FILLBOX. APPLY PRESSURE UNTIL MECHANICAL LOCK IS ACHIEVED. AFTER COMPAN.Y REPRESENTATIVE INSPECTS AND ACCEPTS
<br /> THE COMPANY WILL FURNISH THE FOLLOWING HARDWARE UNLESS MINIMUM AND 3/4" MAXIMUM DIAMETER� NO PARTICLE SHALL INSTALLATION,
<br /> OTHERWISE SPECIFIED BY THE COMPANY REPRESENTATIVE: PASS THROUGH A #8 SIEVE. BAC'KFILL MATERIAL SHALL MEET NUMBERS SHALL BE 3" HIGH AND 1/4" DEEP, BACK AXIAL PRESSURE SHOULD BE MAINTAINED ON ALI, 'TEST, DRAIN TEST FLUID FROM SYSTEM, UNLESS TEST FLIJID IS
<br /> ASTM C-33 PARA. 9.1 FOR QUALITY AND SOUNDNESS. CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR PREVIOUSLY ASSEMBLED JOINTS TO REDUCE, THE, CHANCE OF ASSIGNED PRODUCT, AND OPEN REMOTE PUMP CHECK VALVE.
<br /> FILL. ASSEMBLIES - PRODUCT, WASTE Oil.. AND/OR HEATING BACKFILL LEVEL IN THE HOLE DURING INSTALLATION. SLAB IS TO BE INTEGRALLY COLORED BLACK USING A COLORING SEPARATION, PIPING SYSTEM IS NOW READY FOR USE.
<br /> FUEL ADAPTERS, DUST CAPS, PRODUCT 'TAG HOLDERS, AND STONE OR GRAVEL CRUSHINGS: DO NOT REMOVE BALLAST UNTIL TANK SLAB HAS BEEN PIGMENT, SUCH AS DAVIS COLORS, MIXED AT THE BATCYi PLANT OR IN
<br /> DROP TUBES. POURED. DO N('-)T SET REMOTE PUMP moToR UNTIL BALLAST THE TRUCK, IN ACCORDANCE WITH THE MANUFACTURER'S INSPECT ALI, FITTINGS FOR PROPER ALIGNMENT AND POSSIBLE VENT LINES (NO PHASE. 11 VAPOR RECOVERY)-
<br /> WASHED STONE OR GRAVEL CRUSHINGS WITH ANGULAR WATER HAS BEEN REMOVED FROM TANK. SPECIFICATIONS. FOR COLOR UNIFORMITY, FINISHING SHOULD BE "BACK-OUT" AT THE JOINTS.
<br /> PRODUCT MEASUREMENT DEVICES - TANK GAUGES, PARTICLE SIZE BETWEEN 1/8" MINIMUM AND 1/2" MAXIMUM. DONE CAREFULLY. A BROOM FINISH IS REQUIRED. OVER TROWELING N 0 S E CO N D FE ST R EQ U I R E�D,
<br /> NO PARTICLE SHALL PASS 'THROUGH A #8 SIEVE, BACKFILL 2.4.10 1-101-D DOWNS (TIE-DOWNS) SHOULD BE AVOIDED� NO DUSTING OF' CEMENT OR SPRINKLING OF FOLLOW PIPE MANUFACTUER'S RECOMMENDATIONS ON C"URE
<br /> REMOTE PUMPS (SUBMERSIBLE), 24" X 24" PITBOX WITH LID, MATERIAL SHALL MEET ASTM C-33 PARA. 9.1 FOR QUALITY WATER, SHOULD BE USED WHEN FINISHING COLORED CONC i RETE. TIME BEFORE DISTURBING JOINTS OR TESTING. IN AREAS OF VENT LINES AND VAPOR RECOVERY PIPIING (WITH PHASE Il
<br /> AND LEAK DETrCTORS. AND SOUNDNESS. HOLD DOWNS ARE TO BE INSTALLED AT ALL LOCATIONS WITH UPON COMPLETION OF FINISHING, A SEALER IN A MATCHING COLOR IS TEMPERATURES BELOW 60OF (160C), IT WILL BE NECESSARY 1-0 VAPOR REC I OVFRY),
<br /> KNOWN WATER CONDITIONS AND AT THOSE LOCATIONS WHERE TO BE APPLIED. PLASTIC SHEETING, MEMBRANE PAPER, OR APPLY HEAT FOR CURING ADHESIVE. ONLY CHEMICAL OR
<br /> REMOTE PUMP SAFETY VALVE WITH STABILIZER (AS CONTRACTOR IS TO FURNISH THE COMPANY REPRESENTATIVE WATER IS FOUND D1.17RINGTANK INSTALLATIONS. INTERMITTE_"NT WETTING AND DRYING SHALL NOT BE USED� ELECTRICAL, DEVICES RECOMMENDED BY PIPE CONTRACTOR IS RESPONSIBLE FOR VENT' AND VAPOR
<br /> NECESSARY), WRITTEN EVIDENCE THAT THE BA(,-.'KFILL MATERIAL MEETS MANUFACTURER ARE ACCEPTABLE FOR 'THIS PURPOSE. NO RECOVERY PIPING SYSTEMS PASSING ANY LOCALLY
<br /> THE BACKFILL MATERIAL-APPROVED SPECIFICATION BEFORE 4.0 PRODUCT, VENT AND VAPOR RECOVERY PIPING OPEN FLAME OR SPARKING DEVICES ARE TO BE USE[). TEST REQUIREMENTS,
<br /> REFER 'TO CHEVRON U,S�A. DRAWING HD-1 (LATEST REVISION)
<br /> CHECK VALVES (AS NECESSARY). ANY MATERIAL IS PLACED, FOR DESIGN, FABRICATION, AND INSTALLATION NON-METALLIC PIPING is -ro RE INSTALLED IN ACCORDANCE WITH 4�3,7 THREADED JOINTS 5.0 PATCH PAVING
<br /> ALL PRODUICT TAGS FOR IDENTIFICATION, CAUTION: MATERIALS MUST BE DRY AND FREE OF ICE AND SPECIFIC ATIONS. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,
<br /> SNOW. 2_5 TESTING - TANKS THREADED JOINTS MUST BE REAMED AND HAVE CLEAN cu'r, ALL AREAS REQUIRING PATCH PAVING SHALL, HAVE A MINIMUM
<br /> FILL BOXES - 12" DIAMETER. 4,1 MATERIALS PERFECT THREADS AND BE MADE UP WITH NON-HARDENING WIDTH OF 18" WITH SIDES HAVING STRAIGHT, CLEAN FACES, ALL
<br /> 2.4.2 BACKFILL, MATERIAL - ALTERNATE COMPANY REPRESENTATIVE MUST OBSERVE ALL TESTS. NOTIFY JOINT COMPOUND INSOLUBLE IN PETROLEUM 'PRODUCTS AREAS ARE TO BE BROUGHT TO 6" MINUS BEFORE PATCHING.
<br /> VAPOR RECOVERY OkHEN SPEC-IFIED) - PHASE I ASSEMBLIES: COMPANY REPRESENTATIVE AMINIMUIM OF 24 HOURS IN ADVANCE OF ALL, PIPES, FITTINGS, RISERS, WRAPPING MATERIALS, ETC' , SHALL BE APPROVED BY COMPANY REPRESENTATIVE. REF)UCTION IN
<br /> ADAPTERS, DUST CAPS AND NAMEPLATE HOLDERS, PHASE 11 THIS REFERS TO ANY BACKFILL MATERIAL, NOT MEETING THE ANY TESTS. FURNISHED AND INSTALLED BY THE CONTRA(,TOR. SPECIFIC PIPE SIZE TO BE MADE wiTH BELL REDUCERS, NOT BUSHINGS. PATCHING SHALL BE PERFORMED USING ANY OF THE FOLLOWING
<br /> EQLAPMENT: ANTI-RECIRCUILATION VALVE. SPECIFICATION OF BACKFILL MATERIAL - APPROVED. MATERIALS NOTED IN THIS SPECIFICATION AND/OR ON PLANS WILL, BE' PROCEDURES:
<br /> APPROVAL OF COMPANY REPRESENTATIVE IS REQUIRED PRIOR THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAL, AND FURNISHED BY COMPANY. APPROVED JOINT COMPOUND:
<br /> MANWAYS (WHEN SPECIFIED) - 22" DIAMETER MANWAY WITH A 'TO USING ALTERNATE MATERIALS (USE OF CERTAIN EQUIPMENT NECESSARY TO CONDUCT THE FOLLOWING TESTS. PLACE CONCRETE TO I" NUNUS, PLACE I" AC. CAP LIFT
<br /> 4" DIAMETER OPENING IN LID, AND A 48" DIAMETER RISER, MATERIALS WILL REQUIRE, COMPANY TO OBTAIN WRITTEN ALI, PIPE RUNS ARE 'TO BE OF "FIBERGLASS" PIPE AND SIZED IN RECTORSFIAL AFI'EIZ CONCRETE HAS CURED. MUST USE 3/8" MINUS
<br /> APPROVAL FROM 'TANK MANUFACTURER TO PRESERVE TANK ACCORDANCE WITH PLANS. GILBARCO PIPE JOINT' COMPOUND ROCK�
<br /> PRE-lNSTALLATION PRESSURE TEST, AIR PERMATEX .57 - SIX INCHES OF FULL$DEPTH A.C. HoTmix.
<br /> CONTRACTOR WILL FURNISH THE SUBMERGED FILL 'TUBE FOR THE WARRANTY.)TANK HOLE MUST BE SHORED OR SIDE-SLOPED AS AFTER.-INSTALLATION PRESSURE TEST, AIR OR HYDROSTATIC
<br /> A'A S TE 0 11- TA N K. MEN WILL HAVE TO ENTER 'TO COMPACT AND TEST THE INTERNAL MEASUREMENTS STEEL PIPE AND FITTINGS ARE TO BE USED ONLY TO FABRICATE OR APPROVED EQUAL - FOUR INCHES GRAVEL BASE WITH 2" A.C� HOT MIX. MUST
<br /> 13ACKFILL. SWING JOINTS FOR PRODUCT PIPING AT THE, TANK CONNECTION. USE 3/4" MINUS ROCK.
<br /> THE SIJBMERGED DROP 'N.-BE FOR PRODUCT AND HEATING FUEL 2.5.1 ACCEPTABLE "SOAPS" STEEL PIPE 15 TO BE USED FOR RISER 'TO EMERGENCY SHUT-OFF 4�3.8 FIBERGLASSLo STEEL PIPE CONNECTIONS
<br /> TANKS IS TO BE CUT AT AN ANGLE SO THAT THE LOWEST POINT WILL CAUTION. MATERIALS MUST BE DRY AND FREE OF ICE AND VALVE OR PUMP CONNECTION AT PUMP BLOCK. ABOVE GROUND ALL A�C� TO BE ROLLED FOR PROPER COMPACTION.
<br /> BE 3" MINIMLIM/4" MAXIMUM FROM THE BOTTOM OF 'THE TANK. THE SNOW. "SOAPING" THE TANK AND FITTINGS DURZING THE 'TEST IS TO BE VENT RISER IS 'TO BE STEEL PIPE. FIBERGLASS THREADED-END ADAPTERS ARE 'TO BE THREADED
<br /> HfGHEST POINT IS TO BE 5" MlNIMt_'M/6" MAXIMUM FROM I-FIE BOTTOm I DONE USING A SMALL GARDEN-TYPE HAND PRESSURIZED INTO THE, STEEL PIPE OR FITTING BEFORE BONDING ONTO THE 6.0 REMOVAL OF OLD TANKS AND PIPING SYSTEMS
<br /> OF THE TANK. THE 6" MAXIMUM'DIMENSION IS MOST CRITICAL DUE 2.4 3 BEDDING DO NOT USE GALVANIZED PIPE OR FITTINGS \XII`H DIESEL FUEL. FIBERGLASS PIPE.
<br /> SPRAY UNIT, THE TEST SOAP SHALL BE A HIGH FOAMING CONTRACTOR, AS PART OF -THE CONTRACT, WILL EXECUTE AND
<br /> 'TO AIR Pou-urioN RULES. ORIENT THE SUBMERGED DROP TUBE "SOAP" 'THAI' BUBBLES EASILY IF IN CONTACT WITH AN AIR
<br /> SUCH THAT INCOMING PRODUCT IS DIRECTED TOWARD THE REMOTE A 12" MINIMUM BED OF BACKFILL MATERIAL, IS TO BE PLACEI) 4,1.1 FIBERGLASS PIPE 4,3�9 SWING JOINTS C'OMPLY WITH THE COMPANY's "ADDENF.)UM TANK DISPOSAL
<br /> LEAK IN THE TANK BUT WON'T BUBBLE DUE 'To DISPENSING CERTIFICATION AGREEMENT".
<br /> PUMP END OF THE TANK. IN THE HOLE, SMOOTHED AND SLOPED TO ALLOW A TANK 'ACCEPTABLE SOAPS ARE:
<br /> FROM THE PRESSURE APPLICATOR,
<br /> SLOPE OF I" IN 10' DOWNWARD TOWARD THE FILL END PRIOR PIPE AND FITTINGS 'TO BE til- APPROVED, NON-METALLIC, FOR USE STEEL PIPE AND FITTINGS. 2-900 ELBOWS WITH NIPPLE
<br /> 2�2 HANDLING TO SETTINGTHE TANK. "SEAMTEST CONCENTRATE" UNDERGROUND PIPING OF PETROLEUM PRODUCTS,
<br /> THE PIPE CONNECTIONS (DO NOT USE CLOSE NIPPLE OR STREET ELL) COMPANY REPRESENTATIVE WILL BE RESPONSIBLE FOR REMOVAL OF'
<br /> _'OT J 0 1 N TS FOR PRODUCT PIPING AT 'THE TANK CONNECTION. DO NOT ALL REUSEABLE PRODUCT.
<br /> 2,2�1 LIFTING/MoVING WHEN SPECIFIED, TIE DOWN "LOGS" SHALL BE INSTALLED "AMWAY LOC HIGH SOAP" IS TO HAVE BELL AND SPIG USE FLEXIBLE CONNECTORS.
<br /> "#7006 SOUTHBEND LEAK DETECTOR" APPROVE[) FIBERGLASS PIPE- 6.1 PIPING REMOVAL
<br /> WHEN LIF FING OR MOVING AN FRP TANK, ALWAYS USE PRIOR TOTHE BED MATERIAL. OR APPROVED EQUAL 143�10 SPECIAL FITTINGS
<br /> PROPERLY SIZED EQUIPMENT AND LIFf BY THE LIFTING CAUTION - DO NOT PLACE FRP TANKS ON CONCRETE SLABS, CIBA-GEIGY EXCAVATE 'TO THE 'TOP OF THE TANKS. CARE MUST BE TAKEN 'TO
<br /> 2�5,2 PREANSTALLATION PRESSURE 'TEST, AIR
<br /> LUYGN� ON LARGE TANKS, GREATER THAN 8' DIAMETER, USEI A TIMBERS, BEAMS, CRADLES OR GROUT THE' TANKS IN WET DIJALOY-3000/UL PIPE SYSTEM THE' REMOTE PUMP SHUT-OFF VALVE (SHEAR OR SAFETY PREVENT BR FAKIN G PRODUCT PIPING.
<br /> SPREADEFl BAR -To INSURE A LIFT ANGLE OF AT LEAST 450 AT CEMENT. THE TANK, WHETHER TIED DOWN OR NOT, MUST EXTREME CARE IS TO BE USED AROUND AND NEAR 'THE VALVE) IS TO BE INSTALLED WITH A STABILIZER AS SHOWN ON -T TO ED J'Al�K 0 R
<br /> A. 0. SMITH-INLAND INC'. DRAWINGS. POSITION THE VALVE SIJCH THAT THE LINE TEST ALL PRODUC PIPING IS BE DRAIN INTO THE
<br /> EACH LIFTING LIJG. NEVER BE LEFT ON THE BED WITHOUT BACKFILL TO THE 'Top PRESSURIZED TANK. I
<br /> OF 'THE TANK IF THERE IS ANY CHANCE OF WATER, 12" OR RED THREAD PIPE SYSTEM. PORT PL,I,.jG IS ACCESSIBLE. SEPARATE C(DNTAINERN. FLUSH EACH LINE WITH A MINIMUM OF 10
<br /> NEVER ROLL OR USE CABLES OR CHAINS AROUND AN FRP MORE ABOVE THE TANK BOTTOM, IN THE HOLE. 'TANKS ARE TO BE TESTED TO 4 PSIG MINIMUM (5 PSIG GALLONS OF WATER,
<br /> 'TANK. SET ON SMOOTH GROUND, FREE OF ROCKS AND MAXIMUM) BEFORE BEING INSTALLED IN THE TANK HOLE. THE NON-METALLIC FITTING'S ARE TO BE 'THOSE MANUFAc,rURED 43,11 SETTING
<br /> FOREIGN OBJECTS, 2�4.4 SETTING BY THE SUPPLIER OF 'THE PIPE BEING USED. DISC,ONNECT PIPING AT "TANKS AND TEMPORARILY PL,I,.,G ALL., TANK
<br /> ENTIRE TANK AND FITTINGS ARE TO BE SOAP TESTED, TANK PIPING SHALL BE PLACED ON PREPARED BED IN SUCH A OPENINGS.
<br /> MAY BE ROLLED UP TO 900 ON A SMOOTH CLEAN SURFACE
<br /> EXCEPTION - TANK CAN BE ROLLED UP -TO 900 ON A SMOOTH SE`,T TANKS ON PREPARED BED WITH A SLOPE DOWNWARD DURING, THIS TEST. 'THE OMPANY REPRESENTATIVE IS TO 4.1.2 STEEL PIPE- GALVANIZED OR BLACK IRON MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY
<br /> CLEAN SURF"ACE WHEN PE,RFORMING THE "PRE- TOWARL) THE FILL END OF 'THE TANK. A SLOPE OF 3" SCHEDULE 40 (AsTM A-120) STEEL PIPE CROSS OVER ANOTHER PIPE. AT POINTS WHERE PIPING MUST ALL. PRODUCT PIIIINGi SHALL BE REMOVED AND DISPOSED OF IN
<br /> INSTALLATION" PRESSURE TEST. DIFFERENCE BETWEEN THE TWO EXTREME OPENINGS OF THE WITNESS AND RECORDTHE RESULTS OFTHISTEST. 25011 RAILROAD UNIONS CROSSOVER, A MINIMUM OF ONE-t-IALF' PIPE DIAMETER MUST ACCORDANCE WITH COMPANY's "ADDENDUM TANK DISPOSAL
<br /> 'TANK IS DESIRED. THE ACCEPTABLE RANGE OF SLOPE IS 4" A PRESSI.JRE RELIEF SYSTEM SET AT 5 PSIG ISTO BE INSTALLED 150# MALLEABLE IRON FITTINGS, SEPARATE, THE PIPES. CERTIF'ICATION AGREEMENT".
<br /> MAXIMUM AND 2" MINILMUM; WITH 'THE FILL ENL) LOWER THAN IN THE VENTOPENING-
<br /> 2�2�2 CHOCKING REMOTE PUMP END OF THE TANK. 'TANKS THAT EXCEED THE DO NOT USE STANDARD COUPLINGS NORMALLY FI JRNISHED DO NOT USE FOREIGN OBJECTS, SUCH AS WOOD, PIPE, ETC, To 6,2 'TANK REMOVAL
<br /> ACCEPTABLE SLOPE OR THAT SLOPE, DOWNWARD TO THE THE PRESSURE APPLICATION SYSTEM IS TO HAVE TWO WITH THE PIPE, SUPPORT PIPE. EXCAVATE TO BOTTOM OF' 'TANKS IN PREPARAI'ION FOR TI--IEIR
<br /> TANKS ARE TO BE HOCKED IN ACCORDANCE WITH REMOTE PUMP END ARE IMPROPERLY SET AND MUST BE
<br /> PRESSURE GAIJGES (0 TO 10 PSIG MAXIMUM) IN THE S�.',STEM, 4.2 HANDLING 4�3�12 WRAPPING RE�'I'OVAL.
<br /> MANUFAC"TUIRFR'S RECOMMENDATION UNTIL READY FOR RESET. BOTH IN GOOF) CONDITION AND HAVING' BEEN TESTEI I) AND
<br /> INSTALLATION, IF WINDY CONDITIONS EXIST OR ARE I CALIBRATED WITHIN A THREE-MONTH PERIOD PRIOR TO THE
<br /> EXPECTED, ANCHOR TANKS USING MINIMUM 1/2" NYLON OR 2.14,5 INSTALLATION WITH APPROVED MATERIALS -TANK TfsT (COPY OF THE TEST AND CALIBRATION DATA TO BE FIBERGLASS PIPE: ALL UNDERGROLIND STEEL PIPE AND FITTINGS SHALL BE FIELD COMPANY REFRESENTATIVE IS TO ARRANGE FOR VACUUM TRUCK TO
<br /> HEMP ROPE OVER EACH 'TANK AND SECURE TO STAKES OF PRIMED AND WRAPPED. WRAPPING MATERIAL SHALL BE 35 COLLECT ALL RECOVERED PRODLICT (LIQUID AND SLUDGF), AFTER
<br /> FURNISHED TO THE COMPANY REPRESENTATIVE).
<br /> ADEC,)UATE SIZE TO PREVENT MOVEMENT Of: THE TANKS. PLACE A 12" LIFT OF BACKFILL EVENLY AROUND THE TANKS, CAREFUL HANDLIN(] 15 A MUST. PROTECT AGAINST ABRASION FROM MIL, POLYETHYLENE` TAPE "POLYKEN 930" MANUFACTURED BY REMOVAL OF RECOVERED PROD�.,CT CONTRACTOR SHALL GAS FREE
<br /> PUSH BACKFILL COMPLETELY UNDERNEATH THE TANK SHARP OR HARD OBJECTS; IMPACT DAMAGE FROM IMPROPER THE KENDALL COMPANY (OR EQUAL APPROVED BY COMPANY TANK(S) IN PREP/�,RATION FOR THEIR REMOVAL, UPON COMPLETION
<br /> CAUTION. BE SURE TO RELIEVE THE PRESSI..?RE PRIOR 'TO STORAGE, TRANSPORflNG, LAYING OR BACKFILLING, INSPECT ALL REPRESENTATIVE). WRAP OVERLAP SHALL BE ONE HALF OF GAS FREEING OF 'TANKS, PLG'G ALL OPENINGS. ONE PLUG IS TO
<br /> 2�23 OPENINGS BETWEEN THE' RIBS AND UNDER 'THE END CAPS. 'THIS IS THE MOVING THE. TANK OR REMOVING ANY OF THE FI`TTINGS.
<br /> MOST IMPORTANT PART OF THE BACKFILL PROCESS. PIPE FOR DAMAGE PRIOR TO USING IN,THE PIPING SYSTEM, WIDTH OF WRAPPING MATERIAL. HAVE A 1/8-INCH VENT HOLE TO PREVENT EXCESSIVE Pi�ESSTJRE
<br /> ALL TANKS ARE SHIPPED WITH DUST COVERS IN EACH PROCEDURE ("'AN BE DONE FROM BANK OR, ADJACENT TANK DO NOT INSTALL A TANK WHICH SHOWS ANY EVIDENCE OF DIFFERENTIAL.
<br /> OPENING. DUISI' COVERS ARE TO REMAIN IN EACH OPENING TOP. IF A MAN WILL BE IN THE HOLE 'TO "\VORK" THE LEAKING. THE COMPANY REPRESENTATIVE IS TO BE NOTIFIED STEEL- PIPE, AND FITTINGS- EXCEPTION- 'THE UNION AT THE REMOTE PUMP SHALL NOT BE
<br /> tJNTIL REAI-')Y FOR THE' PRE-iNSTALLATION PRESSURE TEST, BACKFILL, HoLE musT BE SHORED OR SIDE-SLOPED, AND WILL DETERMINE THE COURSE OF ACTION THAT WILL BE WRAPPED,. SEE I)ETAIL DRAWING P-1. REMOVETANKS FRoM E�X(-,AVATION,
<br /> -----------
<br /> REPLACE DUST COVERS AFTER THIS TEST HAS BEEN FOLLOWED. PROTECT AGAINST DAMAGE TO THE PROTECTIVE
<br /> PLUG ANY CORROSION CAUSED HO S USING SCREWED BOILEF
<br /> CIOMPLEFED, PLACE SECOND 12" LIFT OF BACKFILL EVENLY AROUND THE COATING/WRAPPING,. 4 3,13 BACKFILL LE
<br /> P L UG ......
<br /> 'TANKS. AGAIN, REPEAT THE "WORKING" OF BACKFILL 2,5.3 AFTER INSTALLATION PRESSURE TEST, AIR OR HYDROSTATIC SECTION .......
<br /> 2,2,4 D AM A G E BETWEEN THE RIBS AND UNDERL THE ENE) CAPS. ADD 4_3 INSTALLATION UIPON COMPLETION OF FIRST TEST' DES(_'RIBED IN
<br /> BACKFILL EVENLY AROUND THE TANKS UP TO ']'FIE 'TOPS OF EXTREME CARE IS 'TO BE USED AROUND AND NEAR THE 4.4.1, PROCEED TO BACKFILL TRENCHES 1-0 SUBGRADE. ALL U,L. LABELS ARE TO BE REMOVED AND GIVEN TO THE COMPANY
<br /> IF TANK IS DAMAGED, DO NOT ATTEMPT REPAIRS. C'OMPANY TH E TA N K S. INTERIOR OF ALL PIPE AND FITTINGS MUST BE FREE, FROM DIRT, REPRESENTATIVE,
<br /> REPRESENTATIVE IS TO BE NOTIFIED AND WILL DETERMINE PRESSURIZED 'TANK, SCALE, M ETA L OR FIBERGLASS PARTICLES, ETC,, BEFORE 4.4 TESTING - PIPING
<br /> THE. COURSE OF ACTION THAT WILL BE FOLLOWED, BACKFILL 'TO SUBGRADE AFTER PIPING AND TESTING IS CONNECTING. 6�3 SPECIAL CONSIDERATIONS
<br /> COMPLETE[), 'TANKS ARE TO BE TESTED 'TO 4 PSIG MINIMUM (5 PSIG COMPANY REPRESENTATIVE MUST OBSERVE ALL TESTS. NOTIFY
<br /> MAXIMtJM) AFTERL BEING INSTALLED IN THE TANK HOLE ANr)
<br /> 2.3 EXCAVATION PPLOf.)UCT, VENT AND VAPOR RECOVERY PIPING MUST SLOPE UPWARD COMPANY REPRESENTATIVE A MINIMUM OF 24 HOURS IN ADVANCE OF WHEN FREE PRODUCT IS FOUND DIJRIN(3 ANY PHASE OF THE
<br /> 2.4,6 INSTALLATION WITH ALTERNATE MATERIALS 'THE BACKFILL MATE'RIAL IS 'TO THE TOP OF THE TANKS. ALL CONTINUOUSLY FROM TANKS T� RISERS A MINIMUM OF 1/4" PER ANY TESTS. REMOVAL OF UNDERGROUND TANK(S) OR PIPING SYSTEM(S),
<br /> 23A DEF I�'IOTIONS RISERS, BUSHINGS, PLUGS, AND PIPE CONNECTIONS ARE TO BE FOOT� NO TRAPS OR SAGS WILL BE PERMITTED. VENT LINES SHALL BE THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAI,, /\Nn IMMEDIATELY NOTIFY 'THE COMPANY REPRESENTATIVE,
<br /> INSTALLED AND TIGHT PRIOR TO THE APPLICATION OF ]"HE
<br /> ALL ALTERNATE MATERIALS MUST BE COMPACTED TO 90% TEST. THE COMPANY REPRESENTATIVE IS TO WITNESS AND GROUPED AND LOCATED AS SHOWN ON THE PLANS. LINES ARE TO BE EQUIPMENTTO CONDUCT PRESSURE TESTS (AIR OR HYDROSTATIC) OF ........
<br /> t,.NSTABLE SOIL� RELATIVE DENSITY (ASPNI D-1.557-70), CONTRACTOR is 'ro RECORD THE RESULTS OFTHIS -TEST. LAID STRAIGHT� USE FITTINGS FOR ALL DIRECTIONAL AND ALI, PRODUCT, VENTAND VAPOR RECOVERY PIPING.
<br /> FURNISH COMPANY REPRESENTATIVE WITH CERTIFIC'ATION OF ELEVATION CHANGES. DO NOT SUPPORT PIPING WITH FOREIGN .....
<br /> THOSE SOILS HAVING LESS 'THAN 750 LBS�/SQ� F T� COMPACTT`ON FROM A REGISTERED SOIL ENGINEER. A PRESSURE RELIEF' SYSTEM SET AT 5 PSIG IS TO BE INSTALLED OBJECTS, SUCH AS SCRAPS OF WOOD, PIPE, ETC. 14�4�1 FIRST 'TEST (PRIORTO BACKFILLING)
<br /> COHESION AS CALCULATED FROM AN UNCONFINED
<br /> IN THE VENT PIPING DOWNSTREAM OF THE SWING JOINT AT 4,3�1 BACKFILL MATERIAL - APPROVED DO NOT CONNECT PIPING TO -TANKS, REMOTE PUMPS OR
<br /> COMPRESSION TEST OR SOILS WITH AN ULTIMATE COMPANY REPRESENTATIVE IS RESPONSIBLE FOR, PROVIDING THE TANK.
<br /> BEARING CAPACITY OF LESS THAN 3,500 LBS/SQ. FT� THE EXACT INSTALLATION SPECIFICATION FOR ALTERNATE DISPENSERS.
<br /> LOOSE SAND, MUCK, BOG, PEAT, SWAMP, OR LANF)FILL MATERIALS. THE PRESSURE APPLICATION SYSTEM IS TO BE THE SAME AS SEE SECTION 2.4.1 OF THIS SPECIFICATION.
<br /> WHERE 5011. IS SOFT ARE GENERALLY CONSIDERED SPECIFIED IN THE PRE-INSTALI-ATI(,".)N PRES�SURE TEST. THE ENTIRE PIPING SYSTEM, LE,, PRODUCT, VENT AND VAPOR
<br /> UNSTABLE SOILS. 2�9,7 SAMPLE WELLS 4,3�2 BACKFILLMATERIAL - ALTERNATE RECOVERY (WHERE APPLICABLE), SHALL BE TESTED IN
<br /> ALL, TANK FITTINGS AND PIPE CONNECTIONS ARE TO BE ACCORDANCE WITH THE FOLLOWING THREE STEP PROCEDURE
<br /> 2 3,2 HOLE SIZE TWO SLOTTED SAMPLE WELLS IN OPPOSITE CORNERS OF 'THE THOROUGHLY SOAPED AND CHECKED FOR LEAKS. HOLD THE SEE SECTION 2.4,2 OF THIS SPE("'IFICATION. PRIOR l'O BACKFILLING TRENCHES:
<br /> -TANK HOLE, ARE TO BE INSTALLED. SAMPLE WELLS ARE TO BE TEST FOR 30 MINUTES 'TO CHECK THE TANK FOR DAMAGE
<br /> STABLE 50IL: POSITIONED IN THE HOLE PRIOR TO PLACING THE BEDDING DI.JRING INSTALLATION, 43_3 BEDDING STEP PROTECT AREA AROUND PIPING SYSTEMS 'TO BE
<br /> MATERIAL AND SUPPORTED TO REMAIN VERTICAL DU IRING TESTED TO PREVENT WORKMEN, PASSERS-BY, ETC—, FROM
<br /> A 6" MINIMUM BED OF BACKFILL MATERIAL IS TO BE PLACED ENTRY, INSTALL PRESSURE APPLICATION SYSTEM THAT
<br /> HOLE IS TO BE LARGE f NOU('01 TO ALLOW 24" MINIMUM BACKFILL, BOTTOM OF SAMPLE WELL IS TO BE 12" MINIMUM CAUTION� BE SURE TO RELIEVE THE PRESSURE PRIOR TO Chevron U.SA Inc,
<br /> BETWEEN 'TANKS AND 24" MINIMUM BETWEEN 'TANK SIDES BELOW THE BOTTOM OF TANKS. TOP Of-' PIPE TO TERMINATE IN ALL PIPING TRENCHES, SMOOTH, COMPACT AND SLOPE INCLUDES TWO PRESSURE GAUGES (150 PSIL`x MAXIMU�M).
<br /> REMOVING ANY FITTINGS, Markeiing Operations San Francisco
<br /> AND END CAPS AND THE W/\LL OF THE TANK HOLE. IN 12" DIAMETER FILLBOX. SLOTTED SAMPLE WELLS SHALL, B17 BEDDING MATERIAL TO ALLOW A SLOPE OF 1/4" PER FOOT APPLY 100 PSIG PRESSURE TO EACH PIPING SYSTEM, HOL.D FOR
<br /> In
<br /> FURNISHED BY - SEE SCOPE OF WORK, 'TOWARD THE TANKS. ONE MINUTE, RELEASE PRESSURE. REPEAT FOR FIVE CYCLES. Fla n co
<br /> UNSTABLE SO�L-
<br /> 2.4.8 HOLE LINERS
<br /> DAIT I i=--
<br /> HOLE is To LIE LARGE ENOUGH TO ALLOW 24" MINEMUM p
<br /> BETWEEN TANKS AND A MINIMUM OF 112 THE 'TANK on
<br /> SCA[f Rp 3
<br /> S-159-L
<br />
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