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PR0545727
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Last modified
6/3/2020 4:09:01 PM
Creation date
6/3/2020 4:05:38 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545727
PE
3528
FACILITY_ID
FA0005693
FACILITY_NAME
7-ELEVEN INC. STORE #20680
STREET_NUMBER
9110
STREET_NAME
THORNTON
STREET_TYPE
Rd
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
9110 Thornton Rd
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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FLUOR DANIEL GTl <br /> Groundwater Monitoring Well Abandonment <br /> All 31 site-related wells will be abandoned in accordance with guidelines set forth in California Department <br /> of Water Resources Bulletins 74-81 and 74-90. Verbal approval from the SJCPHS has been granted to <br /> drill out the casings of wells located in the vicinity of the former underground storage tanks (USTs).The <br /> remaining 18 wells will be abandoned using a pressur"routing technique and then drilling out the top <br /> three feet of well casing. Fourth quarter 1995 groundwater monitoring data indicate that total depths of the <br /> wells at the site range from 45 to 78 feet below ground surface (BGS). <br /> Prior to pressure-grouting, each well casing and screen will be checked for obstructions and cleared as <br /> needed. A truck-mounted drill rig or a jack hammer will be used to remove the monitoring well traffic boxes <br /> and the recovery well vaults. Eight-inch-diameter hollow-stem augers will be used to drill out the casings <br /> for the wells constructed of 2-inch-diameter well casing, and 10-inch-diameter augers will be used to drill <br /> out the wells constructed with 4-inch-diameter PVC casing. After drilling out the casings for wells MWA, <br /> MW-3, MW-4,MWA 7A,B, and C, neat cement, mixed with 3 to 5 percent bentonite,will be pumped from <br /> the bottom of each boring to grade via a one-inch-diameter schedule 80 PVC tremie pipe. At remaining <br /> well locations, pressure will be applied to the top of each casing to push the cement through the screened <br /> interval. The first three to five feet of well casing will be overdrilled using 10-inch-diameter hollow stem <br /> auger. The resultant 10-inch-diameter borehole will be backfilled to grade with a neat cement/bentonite <br /> grout. Recovery well RWA and pump well PW-3, constructed of 12-inc-diameter low grade carbon steel, <br /> will be destroyed by perforating or ripping the well casing and pressure grouting through the screened <br /> interval.The upper three to five feet of casing will be removed and the resultant borehole will be backfilled <br /> to grade with neat cement mixed with 3 to 5 percent bentonite. <br /> All well-related materials, including well casings,well boxes,vaults, and associate concrete,will be <br /> segregated from the well annulus material and transported to a local landfill. All well annulus material will <br /> be loaded into a soil bin to be sampled and analyzed by a State-certified analytical laboratory for total <br /> petroleum hydrocarbons as gasoline (TPH-G); and benzene,toluene, ethylbenzene, and total xylenes <br /> (BTEX),following EPA method 8015/8020; and total lead, following EPA method 6010, for proper <br /> characterization and disposal <br /> Report Preparation <br /> A letter report will be submitted upon completion of the field activities. The report will summarize the <br /> methods used for well destruction and document the proper disposal of the well-related materials and soil. <br /> 0290aban.wkp(S1N-8.1) <br /> Work Plan for Groundwater Monitoring Well Abandonment July 19,19W <br /> The Southland Corporation,9110 Thornton Road,Stockton,CA 2 <br />
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