Laserfiche WebLink
W <br /> BACKFILL MATERIAL, NOT MEETING THE APPROVED MATERIALS PRESSURIZE THE INNER TANK FIRST, PRESSURE MUST BE IF YOU FIND FREE PRODUCT ON THE WATER TABLE, IN HARD OI GENERAL REQUIREMENTS Z - <br /> SPECIFICATIONS, OR IF CONTRACTOR 0065 NOT FURNISH THE 4 P5I6 MINIMUM NUTH A MAXIMUM VALUE OF 5 P5I6. SOLID POCKET, OR WHEREVER, SAFROUARD THE SITE AND <br /> REQUIRED EVIDENCE THAT MATERIAL MEETS THE APPROVED 50AP TEST ALL FITTING ON PRIMARY TANK. SOAP 2" IMMEDIATELY CONTACT THE COMPANY REPRESENTATIVE FOR <br /> SPECIFICATIONS, WILL BE CONSIDERED ALTERNATE MATERIAL. PLUG5 BEING CAREFUL TO KEEP MOISTURE FROM ENTERING ASSISTANCE. ON-51TE TANK ACCEPTANCE: THE CONTRACTOR 15 RESPONSIBLE p <br /> THE SPACE BE7OEEN THE TANKS. HOLD TEST OF 1/2 FOR I115PECTIN6 THE TANKS FOR DAMAGE UPON RECEIPT AT THE <br /> INSTALLATION OF APPROVED MATERIALS: MATERIAL MUST BE CRY AND HOUR. RELIEVE TANK PRESSURE IMMEDIATELY UPON 0 N O p <br /> CO NOT LEAVE SITE SITE UNATTENDED UNTIL RELEASED BY THE JOB SITE. ANY VISIBLE DAMAGE 19 TO BE NOTED ON THE <br /> FREE OF !CE AND SNOW, PRIMARY <br /> TA THE TEST. REMOVE THE 2' PLUG FROM THE dk 1 pp <br /> PRIMARY TANK. INSTALL PRESSURE APPLICATION SYSTEM COMPANY REPRESENTATIVE. NOTIFY THE FIRE DEPARTMENT IF DELIVER RECEIPT, IF NO VISIBLE DAMAGE, TANKS SHOULD Be � (V pNj <br /> PREPARE THE TANK BED PER BEDDING PROC15nURE. SET THE TANKS IN OUTER TANK. MAKE SURE THERE 15 A PASSAGE UPON ANY POSSIBILITY OF 16NITION. ALL FREE PRODUCT WILL BE RECEIVED WITH "SVE.JEGT TO DAMAGE FOUND DURIN6 PRE- F' W OO <br /> ON THE BED WITH THE PROPER SLOPE, PLACE A 12" LIFT OF BACKFILL INTO THE INNER TANK. PRESSURIZE THE ENTIRE SYSTEM REMOVED FROM THE 517E AT THE DIRECTION OF THE COMPANY INSTALLATION PRESSURE TEST' WRITTEN ON THE PRE&HT BII La 'ui1 L <br /> EVENLY AROUND THE TANKS. (INNER AND OUTER TANKS) TO 4 P5I6 MINIMUM AND 5 REPRESENTATIVE. THE CONTRACTOR 15 RESPONSIBLE FOR OFF-LOADING THE TANKS U cp Ih <br /> PRIG MAXIMUM SOAP TEST COMPLETE OUTER TANK, FROM THE TRUCKS. <br /> PUSH BACKFILL COMPLETELY UNDERNEATH THE TANK AND UNDER THE RELIEVE PRESSURE WHEN GOMPLETE. IF CONTAMINATED SOLID 15 ENCOUNTERED, IMMEDIATELY <br /> END CAPS. THIS 15 THE M05T IMPORTANT PART OF THE BACKFILL CONTACT THE COMPANY REPRESENTATIVE FOR ASSISTANCE. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER <br /> PROCESS. (PROCEDURE CAN BE DONE FORM THE BANK OR ADJACENT 0�0 <br /> v <br /> THE TANK TOP. IF A MAN 19 THE HOLE TO "WORK" THE BACKFILL, AFTER INSTALLATION PRESSURE TEST. TANKS ARE TO Be HANOLIN6 AND INSTALLATION OF THE UNDERGROUND TANKS AND lb <br /> O <br /> THE HOLE MUST BE SHORED OR SIDE SLOPED) NO EXCEPTIONS. TESTED TOA 4 PI6 MINIMUM, 5 PSIS MAXIMUM AFTER BEING PIPING AND SHALL INSURE WORKMANSHIP, PRACTICES <br /> Tv <br /> INSTALLED IN THE TANK HOLE AND THE BACKFILL IS 710 THE 03 EXCAVATION AND CONSTRUCTION PROCEDURES ARE FOLLOWED DURING THE � <br /> PLACE THE 5EGOND I2" LIFT OF BACKFILL EVENLY AROUND THE TANKS. TOP OF THE TANK. ALL RISERS, 51,5HIN65, PLI)FS AND PIPE HANDLING AND INSTALLATION OF THE TANKS AND PIPING, <br /> A6AIN, REPEAT THE "WORKING" OF BACKFILL UNDER THE TANK AND CONNECTIONS ARE TO BE INSTALLED TO GRADE AND TIGHT PRIOR HOLE SIZE: *- <br /> UNDER THE END CAPS. AND BACKPILL EVENLY AROUND THE TANKS UP TO THE APPLICATION OF THE TEST (TO INSURE ALL FITTINGS TESTING: THE CONTRACTOR 15 RESPONSIBLE FOR ALL LABOR, 4 (L <br /> TO THE TOP OF THE TANKS. AT THE TANK ARE LEAK FREE). STABLE SOIL. HOLE 15 TO BE LARGE ENOUGH TO ALLOW MATERIAL AND EOVIPMENT REQUIRED TO CONDUCT THE FOLLOWING <br /> A PRESSURE RELIEF SYSTEM SET AT 5 P5I6 15 TO BE 24" MINIMUM BETWEEN TANKS AND 24" MINIMUM BETWEEN TESTS. ' <br /> BACKFILL TO 5U06RACE AFTER PIPING AND TE5TIN6, ETC... 15 INSTALLED M RELIEF T PIPING ET AT5TRE Is OF THE SWING TANK SIDE AND END GAPS AND THE WALL OF THE TANKS <br /> COMPLETED. <br /> .JOINT AT THE TANK. HOLE. I. TANK PRE-INSTALLATION PRESSURE TEST, AIR. <br /> TAN <br /> ALTERANTIE <br /> SPECIFICATION <br /> MATERIALS: ANY BACKFILL MATERIAL NOT MEETING THE - 2. INTERNAL. <br /> AFTER MEASUREMENTS. PRESSURE TESL - <br /> SPECIFICATION OF APPROVED MATERIAL. APPROVAL OF THE COMPANY THE FOLLOWING STEPS `MST Be TAKEN BEFORE APPLYING UNSTABLE SOIL. HOLE IS TO BE LARGE ENOUGH TO 3. INTERNAL MEASUREMENTS. <br /> REPRESENTATIVE IS NEEDED PRIOR TO USING ALTERNATE MATERAILS PRESSURE: REMOVE 2' 0 PLUG FROM INNER TANK. INSTALL b" ALLOW 24" MINIMUM BETWEEN TANKS AND A MINIMUM OF <br /> (USE OF CERTAIN MATERIALS WILL REQUIRE THE COMPANY TO OBTAIN PLUG AND RISER IN OUTSIDE TANK. INSTALL 1/2 THE TANK DIAMETER BETWEEN TANKS 510E5 AND END DOCUMENTS: DRANIN65 AND 5PECIFICATIO0115 ARE COOPERATIVE, <br /> WRITTEN APPROVAL THE TANK MANAFAGTURER TO PRESERVE THE TANK APPLICATION SYSTEM INTO FILL ASSEMBLY, PRESSURIZE GAPS AND THE WALL OF THE TANKS HOLE UNSTABLE EXECUTE WORK INDICATED IN ONE AS IF INDICATED IN 80TH. <br /> WARRANTY). THE TANK HOLE MUST BE SHORTED OF SIDE SLOPED AS ENTIRE SYSTEM TO 4 P5I6 MINIMUM, 5 P510 MAXIMUM, MAKING SOLID 15 DEFINED AS HAVING LESS THAN 7150 LBS/ 50. WORK Nor DETAILED OR SPECIFIED, BUT REQUIRED TO.COMPLETE <br /> MEN NILL HAVE 70 ENTER TO COMPACE AND TEST THE BACKFILL- SURE THERE 15 A PASSAGEWAY BETWEEN THE INNER AND OUTER FT. COHESION, AS CALCULATED FROM AN UNCONFINED THE INSTALLATION MUST BE BRCUGHT TO THE ATTENTION OF THE <br /> TANKS, COMPRESSION TEST, OR SOILS WITH AN ULTIMATE COMPANY REPRESENTATIVE PRIOR TO IT'S PERFORMANCE AND <br /> ALL ALTERNATE MATERIAL MUST BE COMPACTED TO A MINIMUM OF BEARING CAPACITY OF LESS THAN 3500 LBS/SO. FT. SHALL BE THE SAME OUALITY AND TYPE AS WORK DETAILED OR <br /> 90% RELATIVE DENSITY (ASTM D-I55-t-70). CONTRACTOR 15 TO FURNISH ALL TANK FITTIN65 AND PIPE CONNECTIONS ARE TO BE LOOSE 5AND, MUCK, BOG, PEAT, SWAMP OF LANKFILL SPECIFIED CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br /> THE COMPANY REPRESENTATIVE WITH A CERTIFICATION OF COMPACTION THGROUCHLY SOAP TESTED AND CHECKED FOR LEAKS. HOLD THE WHERE SOIL IS SOFT ARE GENERALLY CONSIDERED CONDITIONS ON THE SITE AND REPORT AT ANGE (PRIOR TO <br /> FROM A RE615TERED 501L ENGINEER. TEST FOR 1/2 HOUR TO CHECK THE TANK FOR DAMAGE DURING <br /> INSTALLATION. THE COMPANY REPRESENTATIVE IS TO WITNESS UNSTABLE SOILS. START OF WORK) ANY DISCREPANCIES FOUND BETWEEN DRAWINGS. <br /> THE COMPANY REPRESENTATIVE 15 RE5PONS18LE FOR FROVIDING THE AND RECORD THIS TEST. REL EVE! PRE55URE WHEN TEST 15 ' SPECIFICATIONS AND SITE CONDITIONS. UNDER NO <br /> EXACT INSTALLATION SPECIFICATION FOR ALTERNATE MATERIALS - COMPLETE, USE OF FILTER FABRIC TO LINE AND PERMANENT SNORING CIRCUMSTANCES, SHALL THE WORK IN QUESTION BE STARTED IF <br /> SEE UNDERGROUND TANK AND PIPING INSTALLATION MANUAL FOR TO STABILIZE THE HOLE IN UNSTABLE SOLID HILL ALLOW A DISCREPANCY 15 DISCOVERED AFTER THE AWARD OF THE <br /> SPECIFICATIONS ON INSTALLATION OF REMOVE 6" O PLUG. REINSTALL 2" 0 PLUG IN INNER TANK AND A REDUCTION TO 24" MINIMUM BETWEEN TANK SIDES AND CONTRACT. TERMS OF THE CONTRACT APPLY TO THIS WORK. <br /> TIGHTEN PRESSURIZE INNER TANK TO 4 P5I6 MINIMUM, 5 END CAPS AND THE WALL OF THE TANK HOLE CONTRACTOR SHALL DEEP A COMPLETE SET GF ORAWIN65 AND <br /> STONE AND GRAVEL CRUSHINGS P51C, MAXIMUM. 51AP 2" PLUGS BEING CAREFUL TO KEEP SPECIFICATIONS FOR THE WORK ON THE JOB SITE AT ALL <br /> SAND M015TLRE FROM ENTERING SPACE BETWEEN TANKS. HOLD THE HOLE DEPTH: HOLE MUST BE DEEP ENOUGH 70 ALLOW A MINIMUM TIMES DURING THE PERFORMANCE OF WORK. <br /> 5AND WITH WATER GOMPAGTION TEST FOR 1/2 HOUR TO CHECK THE TANK FOR DAMAGE. <br /> CONTROLLED DENSITY FILL (ODP) OF 12" DEEP BED OF WPECIFIED MATERIAL UNDER THE TANKS. <br /> NOTE: AT NO TIME SHOULD THE OUTER TNK BE FRE55URIZEO PRECAUTIONS: CONTRACTOR SHALL PROTECT ADJOINING 0 <br /> BALLASTS. CLEAN, POTABLE WATER IS TO BE USED A5 BALLAST UNDER WITHOUT A PASSAGEWAY OPEN FOR AIR INTO THE INNER TANK. THE TANK BURIAL DEPTH 15 TO BE MEASURED AT THE REMOTE PROPERTY, EARTHWORK, TREES, ETC. FROM DAMAGE AND SHALL a <br /> ALL CONDITIONS WHERE BALLAST 15 REQUIRED PUMP OPENING. (THE CALCULATION MUST CONSIDER PIPE GIVE PROPER WRITTEN NOTICE OF PROP05CO WORK TO ADJOINING hlH <br /> IF A HYCR05TATIC TEST 15 REQUIRED BY THE LOCAL AGENCY, BURIAL DEPTH AT AND LENGTH OF RUN TO THE PUMP BLOCKS PROPERTY OWNERS OF TENANTS IF THE WORK MAY IN ANY WAY <br /> DRY HOLE CONDITION: THE CONTRACTOR 15 TO 150LATE THE TANK FOR TE5TING AND (SEE SECTION OF PIPING), YARD SLOPE, AND TANK MANHOLE INTERFERE WITH THE NORMAL CONDUCT OF THEIR BUSINESS OR <br /> RECONNECT WHEN TE5TIN6 15 COMPLETE. THE HYDROSTATIC DIMENSIONS) ENJOYMENT OF THEIR PROPERTY. SHOULD ANY DAMA6E OCCUR <br /> TANKS WITH BACKFILL SUBGRADE MAU5T BE BALLASTED IF TEST WILL BE OBTAINED By USA PETROLEUM CORPORATION PUE TO THIS WORK, THE CONTRACTOR SHALL MAKE REPAIRS AS <br /> THERE 15 ANY CHANCE THAT SURFACE OR 5V85URFACE WATER (COMPANY) REPRESENTATIVE NOTE, IF UNEXPECTED WATER 6 ENCOUNTERED, IMMEDIATELY REQUIRED TO THE SATISFACTION OF THE COMPANY <br /> WILL ENTER THE TANK HOLE TOA DEPTH OF 23" GR GREATER CONTACT THE COMPANY REPRESENTATIVE FOR DIRECTION REPRESENTATIVE. PROTECT COMPLETE WORK FROM DAMAGE UNTIL <br /> ABOVE THE BOTTOM OF THE TANKS. CAUTION - DO NOT ALL MANWAY LIDS MUST Be PRIMED. NEVER FILL TOE ANNULUS BEFORE COMPLETING THE EXCAVATION ITISACCEPTED BY THE COMPANY REPRESENTATIVE. <br /> BALLAST TANKS UNTIL BACKFILL 15 TO THE TOP OF TANKS WITH A PLUM, PILLING THE ANNULS WILL VOID ALL <br /> EXCEPT IN WET HOLE PROGEDU'RES. WARRANTIES. BEDDING: A 12" MINIMUM BED OF: BACKFILL MATERIAL 15 TO SUPERVISION AND COORDINATION: GENERAL CONTRACTOR 15 <br /> WET HOLE CONDITION: IF THE TANKS ARE BALLASTED, CRAIN TANKS TO 6" FROM THE Be PLACED IN THE HOLE, 5MOOTOEP AND SLOPED TO ALLON A RESPONSIBLE FOR PROGRESS, EXECUTION AND DUALITY OF SUB- <br /> TOP OF THE TANK AND PRESSURIZE WITH AIR, THE 6" SPACE TANK SLOPE PIN TEN FEET DOWNPWRD TO THE FILL END PRIOR CONTRACTOR'S WORK AND SHALL COORDINATE AND EXPEDITE <br /> ATTEMPT TO GEWATER THE TANK HOLE TO MAINTAIN A °DRY" 15 TO INSURE WATER 15 NOT PUSHED INTO ANNULAR SPACE. TO SETTING TOE TANK. PROCUREMENT OF MATERIALS AND PERFORMANCE OF WORK OF <br /> HOLE CONDITION. IF UNABLE TO QBTAIN A CRY HOLE CONDITION, RESPECTIVE TRADES AND 51J0-CONTRACTORS. GENERAL <br /> MAINTAIN THE MINIMUM WATER CONDITION A5 POSSIBLE. SET EXTREME CARE 15 TO BE USED AROUND AND NEAR THE CAUTION - DO NOT PLACE FRP TANKS ON CONCRETE SLAB, CONTRACTOR 15 TO HAVE THE SAME OUALIFIED RESPONSIBLE <br /> TANK IN HOLE, PARTIALLY FILL (WITH WATER UNTIL IT SINKS PRESeRIZED TANK. BE SURE TO RELIVE THE PRE5S RE PRIOR TIMBERS, BEAMS OR CRADLES OR GROUT THE TANKS IN WET REFRESENTATIVE, WHO UNDERSTANDS AND SPEAKS ENGLISH <br /> F.RMLY ON THE BED. USE ONLY ENOUGH WATER TO BALLAST TO REMOJIN6 ANY FITTIN65, FLUENTLY, ON THE JOB AT ALL TIMES, 1NOLVDIN6 THE TIME <br /> GEMENT. TANK WHETHER TIED DOWN OR NOT, MUST NEVER BE <br /> TANK UNTIL BACKFILL IS TO THE TOP OF THE TANK. AFTER LEFT THERI THE BED WITHOUT BACKFILL TO THE TOP OF THE TANK FOR ESTABLISHING AND ML N S OR ALL LINES, LEVELS AND <br /> BACKFILL 715 TO THE TOP OF THE TANK, FILL TANK WITH WATER NO TANK THAT SHOWS ANY EVIDENCE OF LEAK IS TO BE KEPT IN < <br /> UNTIL COMPLETION OF INSTALLATION. THE SYSTEM. THA COMPANY REPRESENTATIVE IS �.ESPON5IBLE IF TANKS <br /> B 15 ANY CHANGE OF WATER 12° OR MORE ABOVE TOE GRADES SHOWN ON THE PLANS OR OTHERWISE REQUIRED. p �U <br /> TO REPLACE OR HAVE REPAIRED ANY LEAKY OR FAULTY' TANKS, TANKS BOTTOM, IN THE HOLE. GENERAL LE CONDITION <br /> 15 TO MAINTAIN THE SITE M AN <br /> CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR (CONTRACTOR 15 TO REIMBURSE TME COMPANY FOR ANY DAMAGE ACCESSIBLE CONDITION FOR OTHER TRADES AND CONTRACTORS. <br /> BACKFILL 'WATER LEVEL IN HOLE DURING INSTALLATION. TO THE TANK DURING THE INSTALLATION.) HOLE SHORING/50E SLOPING, NO PERSON SHALL ENTER A TANK <br /> HOLE BELOW TOE FIVE FOOT LEEP LEVEL UNLE55 THE WALLS ARE SAFETY: CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE <br /> REMOVAL: DO NOT REMOVE BALLAST UNTIL TANK SLAB HAS HANCILIN6 SHORED OR SIDE SLOPED AS PRESCRIBED BY CURRENT OSHA WITH SAFE FRACTIGES, 7AKIN6 ALL REASONABLE PRECAUTIONS <br /> BEEN POURED. DO NOT SET REMOTE PUMP UNTIL WATER HAS REGULATIONS NO EXGEPTIONS STATE REQUIREMENTS THAT TO PROTECT THE FACILITY AND ADJACENT FACILITIES, <br /> E'EEN REMOVED PROM THE TANK. LIFTIN6UMOVIN6, WHEN LIFRIN6 OR MOVIN6 ANY FRP TNK, ARE MORE RESTRICTIVE THAN COMPANY SPEGIFICATIONS ARE TO WORKMEN AND THE PUBLIC, AND PROBIDIN6, WHERE REASONABLY <br /> ALWAYS 'USE PROPERLY SIZED EOUIPMENT AND LIFBY THE BE ADHERED TO AS TNGU6H SPECIFIED IN COMPANY NECESSARY, BARRIERS, GUARDS, TEMPORARY BRIDGES, LOHT5 <br /> TANK HARDWARE: LIFTING LUS(5), SPECIFICATIONS. THE CONTRACTOR 15 RESPONSIBLE FOR ANY AND WATCHMEN, WHILE ON THE PREMISES OF THE COMPANY OR o <br /> THE CCMFANY WILL FURNISH THE FOLLOWING HARDWARE UNLESS NEVER ROLL OR USE CABLES OR CHAINS AROUND NY FRP TANK. DESIGN. MATERIALS. EGVIPMENT PERMITS. ETC. FOR SHCRIN6 ITS RIC AFFILIATES, ALL THE COMPANY'S SAFETY RULES SHALL <br /> OTHERWISE SPECIFIED BY THE COMPANY REPRESENTATIVE. SET ON SMOOTH GROUND. FREE OF ROCKS AND F/REIGN O5JECT5 OR VIDE 5LGPIN6 A HOLE. CONTRACTOR MAY ELECT TO SHORE BE STTRICTLY OBSERVEE D; IN PARTICULAR. NO SNAKING SHALL T <br /> ANY TANK HOLE AT HIS SOLE OPTION. BE ALLOWED ON COMPANY PROPERTY WHEN GASOLINE 19 PRESENT 0 <br /> r� < <br /> FILL A5SEMBLY - PRODUCT, ADAPTER DUST GAP AND EXCEPTION - TANK CAN BE ROLLED UP TO 90 ON A SMOOTH, ON THE 31TE. CONTRACTOR SHALL NOT PERFORM OR PERMIT Q N <br /> NAMEPLATE HOLDER GLEAN SURFACE WHEN PERFORMING THE "BEFOGRE INSTALLATION" COMPANY REPRESENTATIVE 15 TO SPECIFY TO THE CONTRACTOR ANY ACT ON THE PREMISES OF THE COMPANY OR ITS <br /> PRESSURE TEST. ANY TANK HOLE THE COMPANY DEEMS 15 NECESSARY TO SHORE. AFFILIATES SHICH INVOLVES A FIRE OR EXPLOSION HAZARD, O to <br /> PRODUCT MEASUREMENT DEVISE NCLUDIN6 HELPING. TORCH CUTTING AND DISPOSAL OF DEBRIS Z <br /> TANK GAUGE GHCKING: TANKS ARE 70 BE CHOCKED UNTIL READY FOR BY BURNING WITHOUT PRIOR WRITTEN CONSENT OF THE COMPANY. <br /> INSTALLATION. 1F W1NOY CONDITIONS EXIST OR 15 EXPECTED, 02 REMOVAL OF OLD TANKS AND LINES O < <br /> VAPOR RECOVERY - PHASE 1 TIE TANKS DOWN U51N6 MINIMUM t/2 INCH NYLON OR HEMP ROPE 04 DOUBLE WALL FIBERGLASS TANKS <br /> ADAPTER, DUST GAP AND NAME PLATE HOLDER OVER EACH TANK AND TIED TO STAKES OF AVEOUATE SIZE TO U <br /> PREVENT MOVEMENT GP THIS ® <br /> TANKS 02 REMOVAL OF OLD TANKS AND LINES i- 0 <br /> REMOTE PUMP (SUBMERSIBLE) WITH RELAY CONTROL BOX a. <br /> AGCEPTA5LE CHGKIN6 MATERIALS ARE: USED TIRES GR RUBBER TESTING Q z <br /> BLOCKS. ROCKS, WOOD AND OTHER RIGID MATERIALS ARE TANS(IF RIR, AS PART OF THE CONTRAST, WILL REMOVE CLD Q[ <br /> F'LLBOXES - 12" AND Ib" DIAMETER (UNACCEPTABLE CHOCK!N6. GENERAL: NOTIFY COMPANY REPRESENTATIVE WHO MUST <br /> TANKS (IF REOL9RED) AND SHALL DISPOSE OF OLD TANKS AND <br /> VENT VALVE ASSEMBLIES WITH BALL CHECKS OBSERVE ALL TESTS AT LEAST 24 HOURS IN ADVANCE OF ANY FILL HOLE PER LOCAL ORDINANCE. -w <br /> GPENIN05. TANK GPENI1,165 ARE TO REMAIN CLOSED BUT TEST v� <br /> ALL PRODUCT TA65 FOR ICENTIFIGATIGN VENTED AT ALL TIMES EXCEPT PURINE THE TEST. COMPANY REPRESENTATIVE 15 PZSPON51OLE TO REMOVE ALL N <br /> THE PRE55URE APPLICATION SYSTEM 15 TO HAVE TWO PRESSURE REUSABLE PRODUCT FROM THE TANKS AND RETURN IT TO THE Q <br /> SUBMERGE FILL TUBES DAMAGE: IF TANK IS DAMA6Ep, DO NOT ATTEMPT REPAIRS. 6I,'AGES RANGE O TO 10 P51 IN THE SYSTEM, BOTH IN GOOD TERMINAL OR OTHER COMPANY FACILITY ¢ T <br /> CONTACT COMPANY REPRESENTATIVE FOR REPAIRS OR CONDITION AND HAVING BEEN TESTED AND CALIBRATED WITHIN A CV (� <br /> SUBMERGED FILL TUBE BOTTOM END T U SLANT E 4' MI IMU WHEN REPLACEMENT CONTRACTOR WILL FURNISH ALL LABOR MATERIALS EWIPMENE V <br /> THREE-MONTH PERIOD PRIOR TO THE TANK TEST (COPY CF THE <br /> SET, TNT LOWEST POINT K. THE SLANT OUT WILL BE 4" SLAM IM FROM TEST AND GALIBRATION DATA TO BE FURNISHED TO THE COMPANY AMC) HERMITS, EXCEPT AS NOTED, TO REMOVE 7ANK5 AND LINES <br /> THE BOTTOM OF THE TANK. THE HUG--HEST POINT OF THE SLANT GUT 15 INSTALLATION REPRESENTATIVE UPON REDUE57). � PER THE FOLLOWING PROCEDURE. CONTRACT SHALL COMPLY WITH <br /> TO BE 6" MINIMUM FROM THE BOTTOM OF THE TANK, 5ETTiN6: SET TANKS ON PREPARED BED WITH A '.ULOPE ALL GURRENT NFPA AND LOCAL RE6ULATIONS. <br /> TOE 6" MAXIMUM DIMEN510N 15 M05AT CRITICAL D;IE TO AIR DOWNWARD TOWARD THE FILL END OF THE TANK. A SLOPE OF P EXTREME CARE 15 TO BE USED AROUND AND NEAR THE EXCAVATE PRODUCT PIPIN6 TO TOP OF TANKS - EXPOSE PRODUCT <br /> POLLUTION RULE5. PER 10' OF THE TANK 15 DE5IRED, TH15 RESULTS IN A 2" FIRE55URIZED TANK. BE SURE TO RELIEVE THE PRESSURE <br /> DE5IRE0 DIFFERENCE BETWEEN EXTREME OPENINGS ON THE PRIOR TO THE TANK AND REMOVING ANY FITTINGS. DO PIPING AT TANK: CARE MUST BE TAKEN TO PREVENT BREAKING. <br /> TANK. THE ACCEPTAELE GE RAN15 1/4 INCH MINIMUM TO 4' <br /> ORIENT THE SLANT GUT SUCH THAT INCOMING DVA DIRECTED NOT INSTALL A TANK WHICH SHOWS ANY EVIDENCE OF LEAKING. <br /> 45d MEASURED FROM TANK CENTER LINE TOWARD VAPOR RETURN. MAXIMUM, THE COMPANY REPRESENTATIVE SHALL Be RESPONSIBLE FOR SUCTION SYSTEM - OPEN CHECK VALVE, PULL POPPET <br /> HAVING LEAKY OR FAULTY TANKS REPAIRED OR REPLACED. AND GRAIN N PRODUCT FROM LME <br /> INKS THAT EXCEED THE ACCEPTABLE RANGE OF THAT SLOPE INTO TANK. DO NOT REPLACE <br /> 05 TANK SLAB MUST BE <br /> DOWNWARD <br /> 5ET.TO TME MOTE PIMP END ARE IMPROPERLY SET AND ^5OAFIN6" THE TANK AND FITTIN6 PURINE THE TEST 15 TO BE POPPET. REINSTALL COVER ON <br /> DONE USING A SMALL GARDEN TYPE PRESSURIZED SPRAY UNIT. VALVE. <br /> UR <br /> 5AMPLE WELLS: TWO SAMPLE WELL SLOTTED PIPES, IN THE TEST 50AP SHALL BE A HIGH FOAMING "5OAP" THAT PRE55URE 5Y5TEM - "BREAK" PIPE AT UNION A7 REMOTE <br /> CONCRETE TANK SLAB WILL BE 6" MINIMUM THICKNESS, SHOWN IN OPPOSITE CORNERS OF TOE TANK HOLE. ARE TO BE INSTALLED. BUBBLES EASILY IF IN CONTACT WITH AN AIR LEAD IN THE PUMP. DRAIN PRODUCT INTO TANK <br /> DETAILS, REINFORCED PER DETAILS, N17H A 456 MITER ON ALL SAMPLE WELL PIPE IS TO BE P051710NEV IN THE HOLE PRIOR TANK BUT WILL NOT BUBBLE DUE TO DISPENSIN6. <br /> CORNERS. TANK SLAB SHALL EXTEND A MINIMUM OF 24" BEYOND TO PLAGIN6 THE BEDDING MATERIAL, SUPPORTED TO REMAIN OR SEPARATE CONTAINER. <br /> PROJECTED LIMIT OF THE COVERED TANKS. SLAB 15 TO BE A VERTICAL DURING BACKFILL, AND WRAPPED WITH FILTER FABRIC ACCEPTABLE "SOAPS": <br /> UNIFORM THICKNESS. LINER. THE BOTTOM OF THE SAMPLE WELL 15 TO BE 12'• DO NOT - SANDBLAST, GUT OR ENTER TANKS ON THE SITE. <br /> MINIMUM BELOW THE BOTTOM OF THE TANKS. THE TOP GF THE "SEAM TEST CONCENTRATE" <br /> MARK, IN NUMBERS, TANK SIZE IN AE7 CONCRETE NEAR THE FILLBOX. PIPE 15 TO TERMINATE IN 12" O "SECURE" FILLBOX. SLOTTED "AMWAY LCC, HIGH SOAP' <br /> AVOID SPILLS, CLEAN UP SPILLS. <br /> NUMBERS ARE TO BE 5' HIGH AND 1/4" DEEP. PIPE 15 TO BE FURNISHED BY USA PETROLEUM CORPORATION, <br /> UNLESS OTHERWISE INSTRUCTED BY THE COMPANY "ITIOC6 50VTHBENP LEAK DETECTOR" FLUSH ALL PRODUCT, VENT AND VAPOR RETURN LINES BACK IN <br /> ALL TANK PILLBOXES AND REMOTE RUMP PMBOXES ARE TO BE REPRESENTATIVE. OR APPROVED EQUAL TANK OR SEPARATE CONTAIN IES). PLUSHIN6 IN SEPARATE <br /> RAISED 2" A80VE ADJACENT SLAB GRADES WITH A 40" MINIMIUM CONTAINERS CAN BE PUMPED INTO PRODUCT TANKS FOR <br /> TRAN5ITION. PERIMETER PILLBOXES ON TANK SLAB (SAMPLE WELLS BACKFILL MATERIAL: INTERNAL 1-tEA5L'REMENTS: INTERNAL DIAME'T'ER MEASUREMENTS STORAGE.) FLUSH EACH LINE WITH A MINIMUM OF 10 GALLONS <br /> OR MONITOR5) ARE TO BE RAISED I" ABOVE GRACE WITH A DESIRED c ARE TAKEN TWICE AT TWO LOCATIONS, THE FILL AND THE VENT OF WATER. <br /> !b" TRANSITION. BOTTOM OF THE SLAB 15 TO Be THICKENED TO THE APPROVED MATERIALS, VALVE ASSENBLY GPENIN65, ON EVERY FRP TANK INSTALLED. <br /> BOTTOM OF THE FILLBOXE5 - 12" MAXIMUM. "PEA GRAVEL" OPEN ALL GPENIN65 AND RINSE EACH TANK THREE (3) TIMES <br /> THE CONTRACTOR, WITNESSED BY THE COMPANY REPRESENTATIVE, AND REMOVE THE RENSATE THREE (3) TIMES FOR A TOTAL OF <br /> SLAB IS TO BE WI-GRED BLACK AND TEXTURED WITH A NON-SKID 15 RESPONSIBLE FOR MAKING AND RECORDING THE REOU:RED <br /> RFACE. <br /> SU ( WOODFLOAT. STEEL TROWEL, THEN BRUSH WITH BROOM A CLEAN, NATURALLY RCUNDED AG6RE6ATE WITH ANGULAR 200 GALLONS OF WATER (MINIMUM) USING HIGH PRESSURE SPRAY <br /> PERPENDICULAR TO THE LENGTH OF THE TANKS) PARTICLE SIZE 1/8" MINIMUM AND 3/4" MAXIMUM. NO MEASUREMENTS. COMPANY REPRESENTATIVE WILL FURNISH THE EQUIPMENT WITH WAND TO "WASH DOWN" THE SIDES AND BOTTOM BEET TME <br /> PARTICLE SHALL PASS THROUGH A a8 SIEVE. MUST MEET FORM FOR RECORDING INTERNAL MEASUREMENT DATA. THE MR57 OF THE TANK. SPRAY PAINT THE WORD "RINSED" IN LARGE (6" TANK, d PIPING NOTES <br /> A57M 0-33 PARA, F FOR DUALITY AND SOUNDNESS. SET OF MEASUREMENTS ARE TO Be TAKEN PRIOR TO PLAGIN6 ANY NIGH MIN) LETTERS ACROSS THE END OF THE TANK DRAWN BY DRAWING <br /> BACKFILL AROUND THE TANK, THE 5EGOND SET OF CONTRACTOR 15 TO ARRANGE FOR A VACUUM TRUCK TO COLLECT M E.M. IOFP4.DW6 <br /> STONE OR GRAVEL GRUSHIN65 MEAS.REMENTS ARE TO BE TAKEN WHEN THE BACKFILL HAS ALL REG OVEREP PRODUCT (LIOVID AND 5LUPCE). VACUUM TRUCK <br /> REACHED SUBGRADE (PRIOR TO POURING THE CONCRETE 5LAB). 15 TO RETURN "RECOVERED" PRODUCT TO A REFINERY FACILITY SCALE Joe 4 <br /> WASHED 57ONE OR GRAVEL CRUSHIN05 WITH ANGULAR PARTICLE NO GALE 110 <br /> SIZE I/8" MINIMUM AND 1/2" MAXIMUM. NO PARTICLE SHALL PASS WITH APPROVED OILMUATER SEPARATOR SYSTEM. <br /> IF THE DIFFERENCE ANY TWO SETS OF READINGS 15 <br /> THROUGH •S AND <br /> MUST MEET ASTM G-33 PARA6RAP6H 0. DATE STARTED BATE 3UBMTTED <br /> I GREATER THAN 1 I/4 INCHES - STOP THE JOB CONTACT <br /> FOR QUALITY AND SOUNDNESS. REMOVE TANKS FROMTHET GROUND AND PLACE INA SECURE SHEET 1 <br /> COMPANY REPRESENTATIVE AND TANK MANUFACTURER. LOCATION. BLOCK THE TANKS TO PREVENT MOVEMENT. AFTER <br /> CONTRACTOR 15 TO FURNISH THE COMPANY REPRESENTATIVE THE TANK HAS BEEN REMOVED FROM THE 6ROUND, GAS FREE SFT SHEET P <br /> WRITTEN EVIDENCE THAT THE BACKFILL MATERIAL MEETS PRE-INSTALLATION PRE55U'RE TEST: DOUBLE-WALL TANK 15 70 THE TANK AND MAKE IT READY TO BE REMOVED FROM THE SITE <br /> THE APPROVED MATERIALS SPECIFICATIONS, UPON REQUEST BE PRESSURE TESTED BEFORE BEING INSTALLED IN THE TANK IN ACCORDANCE WITH THE TANK DISPOSAL CERTIFIGATION <br /> BEFORE ANY MATERIAL 15 PLACED HOLE. THE ENTRE OUTER TANK AND FITTIN6 ARE TO BE 50AP A6REEMENT. A,L_UL LABELS ARE TO BF REMOVEQ AND GIVEN TO <br /> Ti TEST MUST BE CBSERVED BY THE COMPANY THE COMPANY REFRE5ENTATIVE <br /> REPRESENTATIVE. FOLLOW TI-15 TEST PROCEDURE. PP- d OF <br />