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COMPLIANCE INFO_1998 - 2001
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231963
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COMPLIANCE INFO_1998 - 2001
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Last modified
12/23/2019 3:01:47 PM
Creation date
11/7/2018 12:49:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1998 - 2001
RECORD_ID
PR0231963
PE
2361
FACILITY_ID
FA0006445
FACILITY_NAME
PG&E: Stockton Service Center
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
Ln
City
Stockton
Zip
95204
APN
117-020-01
CURRENT_STATUS
01
SITE_LOCATION
4040 West Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\IAError\W\WEST\4040\PR0231963\COMPLIANCE INFO 1998 - 2001 .PDF
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EHD - Public
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i 0 <br /> PETROLEUM TANK REPAIR WORK <br /> 13215 -2 <br /> 6. Confirm integrity of repaired piping: <br /> a. Isolate diesel fuel piping from tank and dispenser suction pump, <br /> b. Pressure check entire re-assembled length of primary piping using nitrogen at 60 <br /> PSI for one hour prior to replacing back fill. Soap all exposed joints. <br /> C. Reconnect dispenser pump and tank and confirm proper operation of system. <br /> d. Inspect fittings for leaks <br /> e. Precision test diesel tank and piping. <br /> f. Button up all caps, plugs, covers, panels and manholes. <br /> 7. Back fill piping: <br /> a. Surround piping in trenches with a 6" sand or pea gravel (match existing) envelop. <br /> (1) Isolate sand backfill from pea gravel backfill using Geodetic fabric or equal. <br /> b. Continue back filling trenches up to within 8" of AC pavement or within 10" of <br /> concrete slabs in 6" lifts of CL2 aggregate base compacted to 95% of relative <br /> maximum density. <br /> 8. Restore concrete at fueling island: <br /> a. Install #5 reinforcing bars (60 KSI steel) on 12" centers each way. <br /> b. Dowel bars 12" into existing adjacent concrete. <br /> C. Epoxy into place using Sikadur 62 High Modulus adhesive. <br /> d. Apply Sika Armatec adhesive to face of existing concrete. <br /> e. Place concrete (5-112 sack mix with 1/4" aggregate). <br /> f. Crown manholes to facilitate drainage. <br /> g. Apply light broom finish and liquid curing compound/hardener. <br /> 9. Button-up all caps, plugs, covers, panels and manholes. <br /> 10. Sweep down pavement in work area and remove all debris. <br /> 11. Turn over to PG&E a final report including: <br /> a. Written summary of all underground investigation and repair activities. <br /> b. Detailed photos of leakage point and the repair(s). <br /> C. Technical data sheets for all newly-installed components including fiberglass <br /> piping, flex-connector, and neoprene boots and seals. <br /> END OF SECTION <br />
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