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<br /> GENERAL 2. BEFORE RESURFACING MATERIAL IS PLACED, PAVEMENT EDGES 9. APPROVED BACKFILL MATERIALS: 2. STEEL PIPING BEDDING AND BACKFILL 7. _PROVIDE BARRICADES NTH FLASHING YELLOW LIGHTS AND
<br /> SHALL BE TRIMMED BACK FAR ENOUGH TO PROVIDE CLEAN, SOLID WARNING SIGNS TO PROTECT PEDESTRIANS AND/OR MOTOR y
<br /> DESCRIPTION FACES AND SHALL BE FREE OF LOOSE MATERIAL, TRENCHES A. PEA GRAVEL: CLEAN, NATURALLY ROUNDED AGGREGATE WITH A. PROTECT STEEL PIPE AND FITTINGS AGAINST DAMAGE TO 1. A 4 INCH MINIMUM BED OF BACKFILL MATERIAL IS TO BE VEHICLES FROM WORK AREA AND TANK HOLE. m
<br /> SHALL BE SAWCUT 6-INCHES BACK. FROM SIDE OF TRENCH, A 1/8 INCH MINIMUM AND A 3/8" MAXIMUM DIAMETER; THE PROTECTIVE COATING/WRAPPING. PLACED IN PIPING TRENCHES. SMOOTH, COMPACT AND SLOPE
<br /> 1. WORK INCLUDED UP TO 3% OF THE PARTICLES MAY PASS THROUGH A #8 BEDDING MATERIAL TO ALLOW A SLOPE OF 1/4 INCH PER 8, DRAIN AND, WHEN APPROPRIATE, FLUSH PRODUCT IN THE
<br /> 3, SUBGRADE: THE TOP 6-INCHES OF SUBGRADE UNDER AREAS TO SIEVE, B. GALVANIZED FOR GASOLINE OR BLACK IRON FOR DIESEL, FOOT TOWARD THE TANKS. IN EXTREME CONDITIONS, a
<br /> INSTALLATION OF TANK TOP HARDWARE, PIPING AND TANK BE PAVED SHALL BE SCARIFIED AND COMPACTED TO 95% OF THE SCHEDULE 40 (ASTM A120) STEEL PIPE WITH 300 POUND 1/8 INCH PER FOOT MAY BE USED IF APPROVED BY PIPING INTO THE TANK. 0
<br /> MONITORING SYSTEMS. TESTING TANK & PIPING INSTALLATIONS MAXIMUM DENSITY DETERMINED IN ACCORDANCEWITHASTM D1557. B. APPROVED MATERIALS SHALL BE DRY AND COMPLY WITH MALLEABLE IRON FITTINGS. DO NOT USE STANDARD CLIENT'S ENGINEER. 9, THE RINSE CONTRACTOR SHALL REMOVE ALL REMAINING
<br /> AT CLIENT'S FACILITIES OR INTERESTS. THIS SPECIFICATION IS ASTM C33, PARA. 9.1 FOR QUALITY AND SOUNDNESS, COUPLINGS NORMALLY FURNISHED WITH THE PIPE.
<br /> FOR NEW INSTALLATIONS AND RE-WORKING OF EXISTING TANK PRE-CAST CONCRETE
<br /> 2. PIPING SHALL BE PLACED ON PREPARED BED IN SUCH A FLAMMABLE LIQUID FROM THE TANK WHICH CAN BE PUMPED
<br /> INSTALLATIONS. 10. IN WET HOLE INSTALLATIONS, PUMP HOLE CONTINUOUSLY AND C. PIPE WRAPPING: UNDERGROUND STEEL PORTIONS OF MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY OUT. IT MAY OT NECESSARY TO USE A HAND PUMP IN
<br /> 1.- CONCRETE SHALL BE REINFORCED, MINIMUM 4,000 PSI. PROVIDE PROVIDE GEOTEXTILES FILTER FABRIC LINING AT BOTTOM & SIDES PIPE AND RISERS SHALL BE WRAPPED WITH TWO LAYERS CROSS OVER ANOTHER PIPE. AT POINTS WHERE PIPING REMOVE THE BOTTOM FEW INCHES OF PRODUCT AND , WILL B rn
<br /> QUALITY ASSURANCE CLIENT WITH FACTORY TEST RESULTS OF CONCRETE OF EXCAVATION, MIRAFF 140N OR APPROVED EQUAL. OF CALPICO, PGLYDEN 940, SCOTCHWRAP 50 (10 MIL. MUST CROSS OVER, A MINIMUM OF 1-1/2 PIPE DIAMETER ALL RESIDUAL- LIQUID OR SLUDGE, INCLUDING RINSATEr Y(Ll eEJ
<br /> TAPE) OR APPROVED EQUAL, 2 INCHES WIDE WITH SHALL SEPARATE THE PIPES. DISPOSED OF BY CONTRACTOR.;
<br /> STRENGTH PRIOR TO INSTALLATION. CRACKING OR CHIPPING OF r�
<br /> 1. SKILLED WORKERS CONCRETE SHALL BE GROUNDS FOR REJECTION. 11. DURING INSTALLATION, MAINTAIN FACTORY APPLIED PRESSURE OR 1/2 INCH SPIRAL LAP. z w
<br /> VACUUM TEST ON THE TANK ANNULAR SPACE. PRIOR TO 3. APPROVED BACKFILL MATERIALS 10. SAWCUT AND REMOVE CONCRETE A A.C. COVER FOR ACCESS O
<br /> USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE CAST-IN-PLACE CONCRETE COVERING TANKS PERFORM TESTS AS REQUIRED. D. CUT STEEL PIPE WITH A HAND OR POWER OR POWER- TO TANK, DISPOSE OF CONCRETE AND A.C. DEBRIS. 5
<br /> THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY OPERATED PIPE CUTTER, AS IN NORMAL FITTING A. PEA GRAVEL: A CLEAN, NATURALLY ROUNDED AGGREGATE
<br /> CRAFTS & WHO ARE COMPLETELY FAMILIAR `LTH THE SPECIFIED I. COMPLY WITH REQUIREMENTS OF ACI FOR CAST-IN-PLACE PRACTICE. STEEL PIPE ENDS SHALL BE REAMED. WITH A 1/8 INCH MINIMUM AND A 3/8 INCH MAXIMUM 11. SHORE THE EDGE OF THE TANK HOLE, IF REQUIRED. ALL �
<br /> REQUIREMENTS AND THE METHODS NEEDED FOR THE PROPER CONCRETE. SUMPS DIAMETER. UP TO 3% OF THE PARTICLES MAY PASS SHORING IS TO BE IN PLACE BEFORE EXCAVATING TANK.
<br /> PERFORMANCE OF THE WORK IN THIS SECTION. E. THREADED JOINTS SHALL BE REAMED AND HAVE CLEAN THROUGH A #8 SIEVE. 12. DIG DOWN TO THE TOP OF THE TANK,
<br /> 2. FORMS SHALL BE NEW MATERIALS OF DOUGIA FIR. (CONSTRUCTION CUT, INTACT THREADS, MADE UP WITH NON-HARDENING
<br /> GRADE, S1S2E OR DOUGLAS FIR PLYWOOD, FIVE-PLY, 5/8 INCH, 1, FOR TANK FILL SUMP, SECURE SUMP RISER TO CONTAINMENT COLLAR JOINT COMPOUND INSOLUBLE IN PETROLEUM PRODUCTS. B. APPROVED MATERIALS SHALL BE DRY AND COMPLY 13. REMOVE THE FILL (DROP) TUBE. DISCONNECT
<br /> 2. MANUFACTURER CERTIFICATIONS B-B PLYFORM, CLASS 1 EXTERIOR TYPE WITH MILL-COILING (WHICH IS FURNISHED WITH TANK) AS RECOMMENDED BY SUMP WITH ASTM C33, PARA. 9.1 FOR QUALITY AND SOUNDNESS, THE FILL, GAUGE AND PRODUCT AND VENT LINES. CAP OR
<br /> TREATMENT OMITTED. MANUFACTURER. F. JOINT COMPOUNDS SHALL BE GILBARCO RECTORSEAL, PLUG OPEN ENDS OF THE LINES WHICH ARE NOT TO BE
<br /> A ONLY MANUFACTURER-TRAINED & CERTIFIED WORKERS MAY PERMATEX 57 OR EQUAL,. NON-HARDENING, FUEL USED FURTHER. REMOVE ANY REMAINING LIQUID FROM THE
<br /> INSTALL UNDERGROUND PIPING SYSTEMS AND RELATED 3. REINFORCEMENT: ASTM A615, GRADE 40 FOR BARS NO. 4 AND 2. PENETRATIONS TO TANK FILL SUMP SHALL BE SEALED USING RESISTANT. PIPING TERMINATION SUMP DEUVERY UNE USING CARE TO AVOID SPILLAGE. O
<br /> HARDWARE. SMALLER ,;„r'METHOD RECOMMENDED BY SUMP MANUFACTURER. z
<br /> B. CONTRACTORS INSTALLING VEEDER-ROOT TANK MONITORING 4, CONCRETE: READY-MIXED, ASTM C94, OR JOB-MIXED. CEMENT: l,'3. WATER TEST SUMP FOR FOUR HOURS AFTER PENETRATIONS 3. ENVIROFLEX PIPING SYSTEM 1• PIPING SHALL TERMINATE IN 200 MIL. THICK POLYETHYLENE SUMPS. 14. PLUG ALL TANK OPENINGS WITH ONE PLUG TO HAVE 1/8 INCH
<br /> VENT HOLE FOR TEMPERATURE EXPANSION. N
<br /> SYSTEMS,MUST BE A LEVEL I AUTHORIZED SERVICE ASTM C150, TYPE II. AGGREGATE: ASTM C33, CLEAN AND DRY. HAVE BEEN SEALED TO VERIFY WATER TIGHTNESS. CHECK FOR - .r H
<br /> CONTRACTOR AS A MINIMUM. WATER: POTABLE, CLEAN FROM DOMESTIC SOURCE. CURING SEEPAGE; IF NONE, REMOVE WATER USING A HAND PUMP AND. A. SHALL CONSIST OF FLEXIBLE INNER PRIMARY PIPE 2. SEAL PENETRATIONS IN SUMPS WITH BULKHEADS PER SUMP 15. CONTRACTOR SHALL MEASURE THE LOWER EXPLOSIVE LIMIT '� a
<br /> COMPOUND: LIQUID MEMBRANE, ASTM C309, TYPE 1. CURING INSTALL SUMP MONITORING PROBE. ,,,, CONTAINED WITHIN A FLEXIBLE OUTER CONTAINMENT MANUFACTURER'S RECOMMENDATIONS. - v °'
<br /> 3. SAFETY TRAINING SHEET MATERIAL: ASTM C171. " ' PIPE. (LEL), WITH A CALIBRATED LEL METER, PRIOR TO PURGING ° x
<br /> FLAMMABLE VAPORS FROM UST BY INERTING THE TANK v
<br /> 4. FOR.-3,000-GALLON' TANKS WHICH ARE 64-INCHES IN DIAMETER, 3. SEE TEST #5 FOR SUMP TEST. °
<br /> A. REVIEW CONFINED SPACE ENTRY PROCEDURES AND 5, BATCH AND MIX CONCRETE IN ACCORDANCE WITH ASTM C94 AT CHANGE 42 INCH DIAMETER REDUCER SUMP TO 38 INCH B. SHALL BE CONTINUOUS, WHEREBY THERE SHALL BE NO USING DRY ICE. AT LEAST 15 POUNDS OF DRY ICE PER 0 .*
<br /> CAL-OSHA AND FEDERAL OSHA REGULATIONS FOR WORKERS
<br /> AN ESTABLISHED PLANT, OR JOB-MIX. MIX CONCRETE IN DIAMETER BOTTOM BY 33 INCH DIAMETER TOP TAPERED FITTINGS OR PIPING CONNECTIONS, FOR EITHER THE 1,000 GALLONS OF UST CAPACITY SHALL BE CRUSHED AND m o
<br /> ENTERING OPEN EXCAVATIONS ON HOW THEY APPLY THE QUANTITY FOR IMMEDIATE USE. 00 NOT RE-TEMPER IOR USE CONTAINMENT SUMP AND RING. PRIMARY OR SECONDARY CONTAINMEMT PIPE WHICH ARE TESTING DISTRIBUTED OVER THE GREATEST POSSIBLE AREA IN THE TANK NVNN N
<br /> PARTICULAR PROJECT. SET CONCRETE. - NOT VISIBLE OR ACCESSIBLE FROM THE ABOVEGROUND TO PROMOTE RAPID EVAPORATION. ALL OF THE DRY ICE MUST cwUVO VO x
<br /> RISERS AND ASSOCIATED PIPING SURFACE. EVAPORATE BEFORE CONTRACTOR CAN PROCEED WITH UST °O o
<br /> B. PREPARE CLIENT FACILITIES AND SITE DEVELOPMENT SITE 6. CONCRETE SHALL BE REGULAR WEIGHT, 145 PEC. MINIMUM 28-DAY
<br /> 1. TEST #1: PRIMARY SUCTION AND RETURN PIPES SHALL REMOVAL. CONTRACTOR SHALL REMEASURE THE LEL ,TO
<br /> BE TESTED TO 26 INCHES OF VACUUM FOR A HALF-HOUR VERIFY THAT IT IS BELOW -0- PERCENT. %) 0 u�� a
<br /> SAFETY WORK PLAN SUMMARY AND THOROUGHLY REVIEW COMPRESSIVE STRENGTH FOR SLAB-ON-GRADE SHALT- BE 3,000 1. UNDERGROUND STEEL PORTIONS OF PIPE AND RISERS INCLUDING C. SHALL PROVIDE WATER TIGHT CONTAINMENT OF THE ALL CON IF NOT BELOW
<br /> MINIMUM DURATION WITHOUT PUMPING AND E. THE THE PERCENT (0%), THE CONTRACTOR S�FIALL CONTINUE T0. PURGE o THE PLAN WITH ALL ASSOCIATED KITH THE WORK SCOPE. MINIMUM P51, MAXIMUM AGGREGATE SIZE SHALL BE 3/8 INCH ONE LOCATED IN SUMPS, SHALL BE WRAPPED WITH TWO LAYERS TANKS PIPING AND ITS ASSOCIATED FITTINGS, AND THE PRESENCE OF THE CLIENT'S REPRESENTATIVE.
<br /> FOR REGULAR-WEIGHT CONCRETE. MAXIMUM SLUMP SHALL BE OF CALPICO, POLYGON 940. SCOTCHWRAP 50 (10 MIL. TAPE) SHEAR VALVE ASSEMBLY LOCATED BELOW EACH THE OF FLAMMABLE a
<br /> C. PREPARE CLIENT FACILITIES AND SITE DEVELOPMENT WORK 4-INCHES. OR APPROVED EQUAL, 2 INCHES WIDE WITH 1/2 INCH SPIRAL GROUND FUEL DISPENSER UNIT. SUGGESTED PROCEDURE: U
<br /> PERMITS, COMPLY WITH ALL GUIDELINES. LAP. i6. AFTER TANK HAS BEEN INSPECTED BY LOCAL HEALTH AND Z o
<br /> 7. DESIGN AND CONSTRUCT FORMWORK: FORMS SHALL BE D. SHALL BE MADE OF NON-CORROSIVE MATERIALS OR, IF A. TANK SHALL BE VENTED TO ATMOSPHERE AT ALL
<br /> FIRE INSPECTORS, EXCAVATE AND REMOVE. TANK AND - u
<br /> D. CONTRACTOR SHALL USE APPROPRIATE PERSONAL SAFETY SUBSTANTIALLY BUILT AND OF SUFFICIENT STRENGTH AND RIGIDITY 2. CONNECTIONS TO TANK RISERS SHALL BE BY FLEXIBLE METALLIC SUCH AS THE FITTINGS AND COUPLINGS, TIMES. PIPING. THE CONTRACTOR SHALL REMOVE THE TANK FROM THE U) 9
<br /> EQUIPMENT WHEN HANDLING FIBERGLASS PIPE, ADHESIVES TO PRODUCE FINISHED CONCRETE OF THE PRECISE SIZE, -SHAPE CONNECTORS. NO DIRECT CONNECTIONS ALLOWED. ISOLATED FROM CORROSION-CAUSING ELEMENTS. EXCAVATION AND PLACE IT ON A LEVEL SURFACE AND RENDER W
<br /> AND SOLVENTS. THE USE OF GLOVES, SAFETY GLASSES, AND LOCATION INDICATED. IT USELESS. CONTRACTOR SHALL RETRIEVE UL TAG FROM
<br /> DUST MASKS, ETC. ARE MINIMUM REQUIREMENTS, ALL B. REMOVE FOOT VALVE AND CAP SUCTION LINE AT TANK AND SUBMIT TO OWNER. CONTRACTOR SHALL PROVIDE F- a
<br /> APPLICABLE SAFETY CODES ARE TO BE FOLLOWED. 8. FINISH SHALL BE MEDIUM BROOM: KEEP SURFACES CONTINUOUSLY E. OUTER SECONDARY CONTAINMENT SYSTEM SHALL BE OF BOTTOM OF SUCTION STUB. _Q
<br /> WARNING LABELS ON TANK. WARNING SHALL READ AS FOLLOWS
<br /> 2OS. CURING S IN-TENDED TO FUEL PIPING SUCH A DESIGN AND MADE TR SIMILAR WORDING:MATERIALS TO HAVE OU
<br /> DAMP FOR TWENTY-FOUR 4 rn
<br /> ( ) HURCININ - SUFFICIENT STRENGTH TO WITHSTAND THE MAXIMUM C. APPLY 26 INCHES OF VACUUM TO SUCTION LINE AT O
<br /> JOB CONDITIONS MAINTAIN WATER FOR PROPER HYDRATION AND TO MINIMIZE COMPLY WITH THE FOLLOWING REQUIREMENTS: UNDERGROUND BURIAL LOADS AND TESTED IN POINT OF CONNECTION TO EQUIPMENT. NOT VAPOR FREE
<br /> TEMPERATURE RANGES. PROCEDURES SHALL BE CONSISTENT ACCORDANCE WITH AASHTO M294.
<br /> 1. GENERAL THEREWITH AS FAR AS PRACTICAL AND WITHIN SCOPE OF WORK A. CAC TITLE 19, STATE FIRE MARSHAL D. DO NOT APPLY VACUUM TO TANK OR GENERATOR NTE DE'DAFOR HUMANLE FOR O
<br /> RGANIMAL CONSUMPTION LIQUIDSE OF FOOD OR ,"... Q
<br /> SPECIFIED. B. CAC TITLE 8, INDUSTRIAL SAFETY ORDERS F• FLEXIBLE INNER PRIMARY PIPING SYSTEM SHALL BE ENGINE. DATE-OF-REMOVAL;:: MONTH/DAY/YEAR
<br /> WORKING ON UNDERGROUND STORAGE TANKS THAT CONTAIN C. AMERICAN PETROLEUM INSTITUTE (API) STANDARDS FOR CAPABLE OF WITHSTANDING LIQUID PRESSURE FIVE TIMES ySj a
<br /> FUEL OR HAVE CONTAINED FUEL IS A HAZARDOUS OPERATION. 9• DEFECTIVE CONCRETE SHALL BE REPAIRED OR REPLACED AS DOUBLE-WALL TANK INSTALLATIONS GREATER THAN THE DESIGNED OPERATING PRESSURES. 1' o
<br /> DIRECTED AT NO ADDITIONAL EXPENSE TO THE CLIENT. _ ' TES"s` PRIMARY PIPE SHALL BE AIR PRESSURE TESTED CONTRACTOR TO MAKE TANK UNUSABLE FOR FUTURE USE, THEN
<br /> EXTREME CARE IS TO BE TAKEN WHEN WORKING IN THIS D. MATERIALS, FABRICATION AND TESTING SHALL CONFORM E "FORONE (1) HOUF��!! JOINTS SHALL BE TRANSPORT TANK, IN ACCORDANCE WITH FEDERAL, STATE H �'
<br /> ENVIRONMENT. THE ADDITIONAL HAZARDOUS CONDITION OF TO STANDARDS OF NEMA, IEEE, NFPA, UL AND USAIA G. OUTER SECONDARY CONTAINMENT SYSTEM SHALL UNDERGO SOAPED WITH #7006"SOUTHBEIND LEAK DETECTOR, AMWAY AND LOCAL REGULATIONS TO A STATE-APPROVED DISPOSAL
<br /> UNDERGROUND FUEL STORAGE TANK H o
<br /> WORKING IN AN OPEN EXCAVATION IS TO BE EQUALLY E. NATIONAL ELECTRICAL CODE, NFPA 70 AN AIR PRESSURE HOLD TEST (3 TO 5 PSI) AFTER LOC HIGH SOAP OR EQUAL USING A GARDEN-TYPE HAND OR RECYCLE FACILITY. CONTRACTOR TO REMOVE AND DISPOSE ''
<br /> CONSIDERED WHEN REVIEWING THE JOB-SITE CONDITIONS. I. COMPLY WITH THE FOLLOWING REQUIREMENTS: F. CAC TITLE 24, PART 3, STATE ELECTRICAL CODE INSTALLATION AND BEFORE THE FINAL BACKFILL. PUMP SPRAYER. ISOLATE PIPES FROM TANK. REMOVE OF EXISTING CONCRETE TIE-DOWN SLAB BENEATH TANK IF
<br /> G. CAC TITLE 24, PART 5, STATE PLUMBING CODE EXTRACTABLE ELEMENTS AND INSERT EMCO WHEATON SPECIFIED IN SCOPE OF WORK ON SHEET P-1.
<br /> 2. FUEL LEVEL A. CAC TITLE 19, STATE FIRE MARSHAL H. NFPA 30 AND 31. H. FLEXIBLE INNER PRIMARY PIPING SYSTEM SHALL BE #491723 TEST PLUGS, I
<br /> B. CAC TITLE 8, INDUSTRIAL SAFETY ORDERS 1. REQUIRED TANK LABELING, UL142 SUBJECT TO 60 PSI AIR PRESSURE HOLD TEST PRIOR 17. =AFTER THE EXISTING TANK IS REMOVED, SOIL AND/OR WATER
<br /> A. FOR NEW TANK INSTALLATIONS OR WORKING ON TANKS C. AMERICAN PETROLEUM INSTITUTE (API) STANDARDS FORy J. CAC TITLE 23, WATER RESOURCES CONTROL BOARD TO FINAL BACKFILL `u...,,a.a, 3- JW AIR, PRESSURE SAMPLES HILL BE TAKEN FROM THE TANK HOLE BY THE
<br /> THAT HAVE NOT PREVIOUSLY CONTAINED FUEL, ALL SAFE A K. REQUIREMENTS OF„LOCAL AUhiORITIES - .I lE „ NDSOAPEDAS ' ENVIRONMENTAL CONTRACTOR. IF THE SOIL/WATER SAMPLES
<br /> WORK PRACTICES APPLY, EXCEPT THOSE THAT REFER TO DOUBLE-WALL TANK INSTALLATIONS TESTI , ,1.` - z
<br /> L. LOCAL FIRE AND HEALTH DEPARTMENT L�;'DESIGN OF SECONDARY CONTAINMENT SYSTEM SHALL NOTED INT`# . "AIR PRESL BE MAINTAINED ARE CLEAN, THEN SOIL SHALL BE DISPOSED OF BY CONTRACTOR.
<br /> TANKS THAT CONTAIN OR HAVE PREVIOUSLY CONTAINED D. MATERIALS, FABRICATION AND TESTING SHALL CC)NFORM TO - `. PERMIT ANY LEAK IN THE PRIMARY PIPING SYSTEM TO UNTIL AFTER BACKFILLING OPERATIONS ARE COMPLETED. IF CONTAMINATION IS DISCOVERED, CONTRACTOR TO NOTIFY Z
<br /> FUEL. - STANDARDS OF NEMA, IEEE, NFPA, UL_ AND USAI;A - FLOW FROM ITS SOURCE TO A SURFACE ACCESS THE COUNTY PROJECT" MANAGER IMMEDIATELY. 0_ LaJ
<br /> E. NATIONAL ELECTRICAL CODE, NFPA TR 1. FIBERGLASS PIPING CONTAINMENT CHAMBER WHICH CAN BE FITTED PATH AN 4. TEST #4: WHEN REQUIRED BY LOCAL CODE, PERFORM A CONTAMINATED SOIL IS TO BE STACKED SEPARATELY ON 0 W
<br /> F. CAC TITLE 24, PART 3, STATE ELECTRICAL CODE
<br /> B. TANK RETROFIT PROJECTS, OR MEN WORKING ON �� � i ELECTRONIC LEAK DETECTION SYSTEM, 5 PSI LEST ON THE SYSTEM, CAP PRIMARY PRODUCT, VISQUEEN FIRMLY j0 PREVENT IT FROM BEING BLOWN OFF. (n
<br /> UNDERGROUND STORAGE TANKS THAT HAVE BEEN G. CAC TITLE 24, PART 5, STATE PLUMBING CODE A. PROTECT FIBERGLASS PIPE AND FITTINGS AGAINST RETURN OR VAPOR AND VENT LINES. PRESSURE SYSTEM PROVIDE AN ASPHALT, CONCRETE OR SANDBAG BERM Z n U
<br /> ' PREVIOUSLY IN SERVICE, PRIOR TO EXCAVATION OF TANKS, H. NFPA 30 AND. 31 ABRASION FROM SHARP OR HARD OBJECTS; IMPACT J.° SECONDARY CONTAINMENT PIPE SHALL BE SIZED TO FOR ONE-HALF "HOUR MINIMUM AT 5 PSI, SOAP ALL AROUND ALL DIRT STACK PILES TO PREVENT RUNOFF. `O
<br /> I. REQUIRED TANK LABELING, UL142 0 w
<br /> ALL TANKS ARE TO BE FILLED TO CAPACITY, REDUCING DAMAGES FROM IMPROPER STORAGE, TRANSPORT, ! ALLOW REMOVAL OF PRIMARY PIPE WITHOUT NEED FOR JOINT,S.�-"" n" ^- --: - DISPOSAL OF CONTAMINATED SOIL WILL BE UNDER SEPARATE O
<br /> J. CAC TITLE 23, WATER RESOURCES CONTROL BOARD � " - CONTRACT. I- pZ 0-
<br /> THE UIIAGE OR HEAD SPACE. LAYING OR BACKFILLING. INSPECT PIPE FOR DAMAGE EXCAVATION. -•-�•""" . ' r -- O<_ za
<br /> K. REQUIREMENTS OF LOCAL AUTHORITIES PRIOR TO USING IN THE PIPING SYSTEM. PROTECT TEST #5: " TO PLACING FINISH YARD MATERIALS, Q � x I, ED
<br /> L LOCAL FIRE AND HEALTH DEPARTMENT o a
<br /> IF IT IS NOT DESIRABLE TO HAVE THE TANK FULL, THEN PIPING FROM PROLONGED EXPOSURE TO ULTRAVIOLET 4. INTERIOR SURFACE OF PIPES AND FITTING SHALL BE FREE CONDUCT A STATE CERTIFIED PRECISION LEAK TEST 18, IF CONTAMINATION IS'DISCOVERED, CONTRACTOR SHALL _V Z w�. zI''
<br /> THE TANK IS TO BE COMPLETELY EMPTIED, DE-GASSED, LIGHT. (HORNER E-Z CHECK OF APPROVED EQUAL) OF THE EN NOTIFY THE CLIENT'S ENGINEER IMMEDIATELY. »
<br /> 2. WHEN LIFTING OR MOVING TANKS, ALWAYS USE ADEQUATELY FROM DIRT, SCALE, METAL, FIBERGLASS PARTICLE, ETC. LO_ za o�
<br /> CLEANED AND CERTIFIED TO HOT WORK PER FEDERAL, SIZED EQUIPMENT AND LIFT BY LIFTING LUGS AND USE A SPREADER BEFORE CONNECTING. SYSTEM. TEST SHALL BE CONDUCTED USING FUEL. NDISPOSAL OF CONTAMINATED SOIL WILL BE BY CONTRACTOR 01>u
<br /> STATE AND LOCAL REGULATIONS, AND THE CLIENT'S BAR TO ENSURE A UFT ANGLE OF AT LEAST 45' AT EACH LIFTING B. PRIMARY AND SECONDARY PIPE AND FITTINGS SHALL BE STAKING, PROBING OR BORING ALLOWED AFTER TEST. CONTRACTOR SHALL LOAD CONTAMINATED SOIL ON TRUCK V V z
<br /> C. UNDERGROUND TANK SPECIFICATIONS. UL-APPROVED, NON-METALLIC, 100% ALCOHOL AND - - - �' " -- PROVIDED 8T' CONTRACTOR. W < Z ¢z
<br /> LUG. EACH TANK SHALL HAVE A MINIMUM OF TWO LIFTING LUGS. METHANOL COMPATIBLE, FOR UNDERGROUND PIPING OF 5. FUEL PIPING SHALL BE PITCHED UPWARD CONTINUOUSLY FROMlr
<br /> YTEST WATER TEST SUMP FOR F,OU� HOURS AFTER o =o
<br /> DO NOT SET TANKS WITH LESS THAN TWO LIFTING LUGS. PETROLEUM PRODUCTS, THE PRIMARY PIPE SHALL HAVE ANNULAR SPACE END A MINIMUM OF 1/8 INCH PER FOOT; PENETRATIONS HAVE BEEN SEALED TO VERIFY WATER 19. UPON COMPLETION OF EXCAVATION AND REMOVAL OF UST, N Z COY p_• ujYi
<br /> 3. EXCAVATION 1/4 INCH PER FOOT FOR SUCTION VENT AND RETURN PIPING. O O
<br /> BALL AND SPIGOT OR THREADED AND BONDED JOINTS. TIGHTNESS. CHECK FOR SEEPAGE. IF NONE, REMOVE WAT PIPING AND CONTAMINATED SOIL, CONTRACTOR SHALL �sF OR
<br /> A. TOP OF UNDERGROUND STORAGE TANKS TO BE EXPOSED 3. PROTECT TANKS AGAINST ABRASION FROM SHARP OR HARD CIBA-GELLGY, DUALOY 3,000 PIPE SYSTEM, SMITH, TRAPS OR SAGS HILL NOT BE PERMITTED. GROUP PIPING USING A HAND PUMP AND INSTALL LEAK DETECTOR AND BACKFILL EXCAVATION WITH A COMBINATION OF Y � wN o �N
<br /> OBJECTS; IMPACT DAMAGE FROM IMPROPER STORAGE„ TRANSPORT, RED THREAD II PIPE SYSTEM, OR APPROVED EQUAL. AND LOCATE AS SHOWN ON THE PLANS. LINES ARE TO BE �� POUR PEA GRAVEL BACKFILLING MATERIALS AROUND SUMP. . UNCONTAMINATED NATIVE MATERIALS AND IMPORT MATERIAL.
<br /> 'LTH THE BACKFILL IN PLACE AROUND THE SIDES AND Z
<br /> ENDS OF THE TANKS. LAYING OR BACKFILLING. PROTECT STEEL PIPE AND FITTINGS - LAID STRAIGHT, USING FITTINGS FOR DIRECTIONAL AND ELEVATION Q N ZQ r
<br /> t THE .CONTRACTOR SHALL PROVIDE BACKFILL COMPACTION Q O N
<br /> AGAINST DAMAGE TO THE PROTECTIVE COATING/WRAPPING. C. CUT FIBERGLASS PIPE NTH AFINE-TOOTHED HACKSAW CHANGES. +TEST #7: PERFORM A LINE BLOCK AND DROP TEST AS TESTING.
<br /> B. IF TANK BURIAL DEPTH IS 5 FEET OR GREATER, ADEQUATE PROTECT TANKS FROM PROLONGED EXPOSURE TO ULTRAVIOLET BLADE OR AN ABRASIVE WHEEL ON A CIRCULAR POWER FOLLOWS: - Y
<br /> LIGHT. SAW. USE A SAW GUIDE OR "WRAP AROUND" TO 6. DO NOT SUPPORT PIPING NTH FOREIGN. OBJECTS, SUCH AS
<br /> SLOPING OR SHORING IS TO BE PROVIDED PER CAL-OSHA SCRAPS OF WOOD. PIPE, ETC. WHERE PIPING PASSSES THROUGH 20. IMPORT MATERIAL FOR USE ABACKFILL SHALL CONSIST OF Z Z
<br /> OR FEDERAL OSHA REQUIREMENTS. ENSURE A SQUARE CUT END. CUT PIPE END MUST BE A. A LIQUID BLOCKAGE TEST OF ALL VAPOR PIPING FROM GRANULAR, NONCOHESIVE SOILL EXHIBITING THE FOLLOWING 4. THE TANKS SHALL CARRY UL LABEL APPROVAL FOR WITHIN 1/8 INCH OF SQUARE. - EXISTING MATERIALS GASKET HATH RESIDENT MATERIALS. WHERE EACH DISPENSER TO ITS UNDERGROUND TANK TO CHARACTERISTICS: Q Q
<br /> C. TANKS THAT CONTAIN FUEL ARE TO BE VENTED TO AT UNDERGROUND MOTOR FUEL STORAGE. TANKS SHALL; COMPLY NTH BLACK IRON PIPE IS PRIMARY, SUPPORT PRIMARY PIPING INSIDE INSURE ADEQUATE LINE SLOPE AND UQUID DRAINAGE. N F-
<br /> LEAST 12 FEET ABOVE THE SURROUNDING GRADE NTH A ANSI 8137.1 AND NFPA STANDARDS 30 & 31. ANNUILAR D. TAPERING AND REAMING: CUT FIBERGLASS PIPE ENDS OF SECONDARY CONTAINMENT PIPING NTH BLOCKS OF NEOPRENE _ SAND EQUIVALENT GREATER THAN 30
<br /> CAVITIES SHALL BE MONITORED WITH ELECTRONIC MONITORING SHALL BE TAPERED USING STANDARD TAPERING TOOLS AT A MINIMUM OF 5 FEET ON CENTER. B. A PRESSURE DRIP VERSUS FLOW RATE TEST FROM EXPANSION INDEX LESS THAN 20
<br /> VENT PIPE. ALL OTHER OPENINGS ARE TO BE CAPPED EQUIPMENT. WORKING CAPACITIES, OPENINGS AND AVAILABLE FROM THE PIPE MANUFACTURER, PROTECT EACH NOZZLE TO ITS ASSOCIATED UNDERGROUND NO PARTICLES GREATER THAN 3 INCHES
<br /> TIGHT WITH THREADED STEEL PLUGS. APPURTENANCES SHALL BE AS SHOWN ON DRAWINGS;, UNUSED PIPE DURING TAPERING TO PREVENT DAMAGE TO PIPE. 7• FOR BEDDING OF PIPING RUNS AND BACKFILL OF PIPE TRENCHES, TANK. -
<br /> TANK OPENINGS SHALL BE TIGHTLY SEALED WITH PLUGS AND CAPS THE FINISH TAPER SHALL BE SMOOTH, CLEAN AND FREE REFER TO OTHERS PORTIONS OF THESE SPECIFICATIONS - 21. EXCAVATION BACKFILL SHALL BE PLACED IN HORIZONTAL
<br /> 4. PRE-CONSTRUCTION TANK TESTING (TANK PREVIOUSLY IN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FROM SURFACE DEFECTS. THE LENGTH OF TAPER FOR C. A PRESSURE DECAY,/LEAK TEST OF EACH PRODUCT'S LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. U
<br /> SERVICE) 2-INCH DIAMETER IS 1-5/8 INCHES AND FOR 3-INCH 8. FIBERGLASS TO STEEL PIPE CONNECTIONS. FIBERGLASS z w
<br /> VAPOR CONTROL SYSTEM INCLUDING NOZZLES AND MATERIALS SHALL BE MOISTURE CONDITIONED TO WITHIN FW w
<br /> ALTERNATE: STEEL PRIMARY TANK AS SPECIFIED ABOVE WITH A DIAMETER PIPE IS 1-3/4 INCHES. FOR OTHER SIZE THREADED-END ADAPTERS ARE TO BE THREADED INTO UNDERGROUND TANKS, WHERE REQUIRED BY LOCAL 3 PERCENT (3%) OF OPTIMUM MOISTURE CONTENT AS F v
<br /> A. PRIOR TO COMMENCEMENT OF WORK, THE TANKS ARE TO UL LISTED SECONDARY CONTAINMENT AND CORROSION PROTECTION PIPE, CONSULT PIPE MANUFACTURER'S INSTRUCTIONS. THE STEEL PIPE OR FITTING BEFORE BANDING ONTO THE AUTHORITIES. DETERMINED BY TEST METHOD ASTM D1557.
<br /> BE TESTED FOR TIGHTNESS USING NITROGEN. JACKET OF HIGH DENSITY POLYETHYLENE. FIBERGLASS PIPE.
<br /> B. THE TANKS ARE NOT TO HAVE GREATER THAN 5 PSG E. FIBERGLASS PIPE SURFACES TO BE BONDED SHALL BE 22, FROM THE BOTTOM OF THE EXCAVATION UP TO A DEPTH OF U m -- m I I N
<br /> 5. TANKS SHALL BE INSTALLED IN COMPLIANCE WITH MANUFACTURER'S CLEANED WITH SOLVENT AS SUPPLIED BY PIPE 9. FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS FOR ';„' 3 FEET BELOW EXISTING ADJACENT FINISH GRADE, BACKFILL Y \ \ °'
<br /> PRESSURE AT ANY TIME. PRINTED REQUIREMENTS. MANUFACTURER. IF TAPERED SECTION IS WET OR MOIST, CONNECTION OF FUEL RETURN AND VENT PIPING AT UNDERGROUND TANK'REMOVAL . PROCEDURE n M n
<br /> SHALL BE COMPACTED TO t MINIMUM OF 90 PERCENT OF N N a
<br /> C. SOAP TEST THE EXPOSED PORTION OF THE TANK AND TANKS MAY BE USED IN LIEU OF SWING JOINTS IF \ \ m V)
<br /> DRY NTH PROPANE TORCH ADO NOT OVERHEAT OR MAXIMUM DENSITY AS EN MINED BY TEST METHOD In
<br /> 6. AS A MINIMUM, EXCAVATION SHALL HAVE 12 INCHES CLEAR AT BURN THE PIPE. IF TEMPERATURE IS BELOW 60' F. APPROVED BY LOCAL JURISDICTION. 1. CONTRACTOR SHALL CALL U.S.A. (800) 642-2444 AND HAVE ASTM D1557 (90 PERCENT RELATIVE COMPACTION). ABOVE
<br /> IMMEDIATELY REPORT ANY DEFECTS OR LEAKS. MARKED, PRIOR TO ANY EXCAVATION, IN
<br /> SIDES AND BOTTOM AND A MINIMUM BURIAL COVER OF 3 FEET WARM TAPERED SURFACES WITH PROPANE TORCH - D0 UTILITIES FIELD- A DEPTH OF 3 FEET BELOW EXISTING ADJACENT GRADE
<br /> RELATED SPECIFICATIONS AND REQUIREMENTS AND A MAXIMUM OF 5 FEET, NOT OVERHEAT OR BURN THE PIPE OR FITTING. BALL 10. ALL LINES SHALL BE LOCATED AS SHOWN ON THE BUILDING ADDITION, CONTRACTOR SMALL MAKE VISUAL AND
<br /> AND SPIGOT JOINTS SHALL BE MADE UP WITH EPDXY DRAWING AD SHALL GRADE DOWN TO TANK. IDENTIFY LINES MAGNETIC INSPECTION OF WORK AREA FOR ANY POSSIBLE BACKFILL MATERIALS SHALL BE COMPACTED TO A MINIMUM OF
<br /> 95 PERCENT RELATIVE COMPACTION.
<br /> 1. FEDERAL, STATE AND LOCAL REGULATIONS
<br /> 7, AS A MINIMUM, A 12 INCH BED OF BACKFILL MATERIAL SHALL BE ADHESIVE AS RECOMMENDED BY THE PIPE MANUFACTURER. WITH GRASS ENGRAVED TAGS AT BOTH ENDS. UNDERGROUND UTILITIES AND CONDUITS: CONTRACTOR Iii
<br /> -
<br /> PLACED IN THE EXCAVATION, RESPONSIBLE FOR RESTORING ANY UNDERGROUNDON, LEVELED AND 8M001HEm, ADHESIVE SHALL BE MIXED THOROUGHLY IN ACCORDANCE 23. IF HOLE IS LEFT OPEN OVERNIGHT, CONTRACTOR TO w z
<br /> WITH MANUFACTURER'S INSTRUCTIONS AND SHALL BE 11, ALL LINESSHALLBE LOCATED AS SHOWN ON THE UTILITIES DAMAGED DURING CONSTRUCTION. z z
<br /> THESE SPECIFICATIONS ARE THE CLIENT'S SPECIFICATIONS. B. TANKS WITHIN 12 FEET OF BUILDING FOUNDATIONIS OIR WHERE SOIL APPLIED TO BOTH SURFACES. INSERT THE SPIGOT END BUILDING DRAWING. IDENTIFY LINES WITH BRASS ENGRAVED COMPLETELY FENCE OFF THE TANK HOLE NTH SIX (6) FOOT < �.1 wki > l w
<br /> FEDERAL, STATE AND LOCAL REQUIREMENTS MAY DIFFER 2. NOTIFY THE CLIENT'S ENGINEER AND U.S.A 800 642-2444 HIGH TEMPORARY CHAIN LINK FENCING, NO EXCEPTIONS. o ¢O Qo m o LL m
<br /> CONDITIONS ARE UNSTABLE, CONTACT THE CLIENTS ENGINEER TO INTO TH€ BALI USING A SLIGHT TURNING MOTION TAGS AT BOTH ENDS. ( )
<br /> SUBSTANTIALLY. THE STRICTER OF THE CONFLICTING FORTY-EIGHT (48) HOURS PRIOR TO START OF TANK REMOVAL A LOCKABLE GATE SHALL BE PROVIDED ON ALL EXCAVATIONS
<br /> DETERMINE IF SHORING OR ALTERNATE EXCAVATION METHODS ONE-HALF TURN TO A FULL TURN IS NECESSARY AND EXCAVATION.
<br /> REQUIREMENTS SHALL BE GUIDING. NOTIFY THE CLIENTS SHOULD BE USED. PUSH. APPLY PRESSURE UNTIL MECHANICAL LOCK IS 12, THE FOOT VALVE SHALL BE REMOVED FROM THE TANK LEFT OPEN MORE THAN 2 DAYS. SEE PLANS FOR LOCATION.
<br /> REPRESENTATIVE OF ANY CONFLICTS. - SEAL:
<br /> ACHIEVED. BACK AXIAL PRESSURE SHOULD BE WITH THE FULL LENGTH OF EXTRACTOR PIPE IN PLACE 24. UPON APPROVAL OF THE CLIENT'S FACILITY ENGINEER,.
<br /> ASPHALT CONCRETE PAVING
<br /> MAINTAINED ON PREVIOUSLY ASSEMBLED JOINTS TO IN PRESENCE OF THE CLIENT'S REPRESENTATIVE. 3. FUEL IN EXISTING UNDERGROUND TANK SHALL BE REMOVED CONTRACTOR SHALL INSTALL NEW TANK.
<br /> REDUCE THE CHANCE OF SEPARATION.
<br /> AND DISPOSED OF BY THE CLIENT.
<br /> 4. THE CLIENTS ENGINEERING DEPT. WILL APPLY AND PAY 25. REPLACE OR RESTORE ANY EXISTING SITE CONDITION DAMAGED
<br /> ARE1. UNLESS OTHERWISE NOTED, STREETS, PATHS OR OTHER PAVED F. FIBERGLASS PIPE ADHESIVE SHALL BE AS RECOMMENDED FOR TANK REMOVAL PERMITS. CONTRACTOR IS RESPONSIBLE OR ALTERED DURING THE TANK REMOVAL AND INSTALLATION,
<br /> DAMAGED, OR IN WHICH THE GROUND HAS CAVED IN OR AS IN WHICH THE SURFACE REMOVED, BROKEN OR BY PIPE MANUFACTURER. FOR ARRANGING INSPECTIONS. ALL TANK AND PIPING REMOVE SHEET PILING.
<br /> DAM
<br /> SETTLED DUE TO THE INSTALLATION OF THE IMPROVEMENTS - G. INSTALL FIBERGLASS PIPING IN ACCORDANCE WITH REMOVAL IS BY CONTRACTOR. CONTRACTOR SHALL
<br /> COOPERATE WITH "ENVIRONMENTAL CONTRACTOR" FOR
<br /> KI
<br /> SHALL BE RESURFACED AND BROUGHT THE ORIGINAL GRADE. - MANUFACTURER'S REQUIREMENTS; DO NOT INTERMIX SOIL/WATER SAMPLING AND DISPOSAL OF TANK.
<br /> PAVEMENT REPLACEMENT SHALL BE IN KIND SUBJECT TO THE FIBERGLASS PIPING SYSTEMS.
<br /> FOLLOWING MINIMUM PAVEMENT SECTIONS: 5. PROVIDE FIRE EXTINGUISHERS OF SIZE AND RATING SHEET NO:
<br /> A. STREETS AND OTHER AREAS SUBJECT TO VEHICULAR TRAFFIC SPECIFIED BY LOCAL FIRE DEPARTMENT. �,
<br /> �. 4-INCH ASPHALT CONCRETE OVER 12-INCH AGGREGATED _ 6. THERE SHALL BE NO NEEDING OR OTHER SOURCES OF �
<br /> BASE MATERIAL. IGNITION IN THE AREA WHILE THE REMOVAL OPERATIONS
<br /> B. ASPHALT PATHS AND WALKS: 1-1/2-INCH ASPHALT ARE IN PROGRESS. THERE SHALL BE NO SMOKING ON -
<br /> CONCRETE OVER 4-INCH AGGREGATE BASE MATERIAL. _ THE JOB SITE. NO SMOKING" SIGNS SHALL BE POSTED. SHEET - OF
<br /> ._....� SCALE: -
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