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TILLIE LEWIS
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2900 - Site Mitigation Program
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PR0545732
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COMPLIANCE INFO
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Last modified
7/10/2020 6:28:08 PM
Creation date
7/10/2020 2:32:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545732
PE
2960
FACILITY_ID
FA0010163
FACILITY_NAME
JAGUAR HEAVEN AUTO DISMANTLERS
STREET_NUMBER
1433
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206-1120
APN
16335002
CURRENT_STATUS
02
SITE_LOCATION
1433 TILLIE LEWIS DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Mr. Stan Oleksy Applied Geotechnology Inc. <br /> USG Corporation <br /> April 17 , 1990 <br /> Page 2 <br /> o Review state and federal data bases for purpose of identifying hazardous <br /> waste generators and/or sites adjacent to or near the subject site. <br /> o Review the underground storage tank site report for California to assess <br /> proximity of registered storage tanks to the subject site. <br /> o Obtain and review historical aerial photographs of the site area from <br /> approximately 1960 through 1987, if available. <br /> Task 2: Hydrogeologic Investigation <br /> We believe two (2) additional wells are necessary to supplement data provid- <br /> ed by the three (3) existing well points and adequately characterize site <br /> hydrogeologic conditions. The new wells will be located to assess condi- <br /> tions upgradient and downgradient of the facility. The groundwater flow <br /> direction will be determined using the existing well points prior to locat- <br /> ing the additional wells. <br /> We will drill , install, and develop two (2) groundwater monitor wells. Bor- <br /> ings for the additional wells will be advanced using a truck-mounted drill <br /> rig equipped with 4-inch inside diameter hollow stem auger. Borings will be <br /> sampled continuously. Soil samples will be screened with an organic vapor <br /> meter (OVM) to qualitatively assess levels of soil contamination. <br /> Monitor wells will be constructed using 2-inch diameter, Schedule 40, flush- <br /> joint threaded PVC pipe. Each well will be placed about 2 feet above and 3 <br /> feet below the water table at the time of drilling. The AGI hydrogeologist <br /> or engineer will design each well based on actual subsurface conditions. <br /> Groundwater samples will be collected from each monitor well and each exist- <br /> ing well point on-site after purging. Samples will be labeled, chilled, and <br /> transported under Chain-of-Custody procedures to a California certified <br /> laboratory. Sampling equipment will be cleaned between samplings to avoid <br /> cross contamination. <br /> Groundwater samples will be analyzed for the following constituents: <br /> Analysis EPA Method <br /> Fuel Hydrocarbons Modified 8015 <br /> Volatile Aromatic Organic Compounds 8020 <br /> Halogenated Volatile Organic Compounds 8010 <br /> Metals (As, Cd, Cr, Cu, Pb, Zn) 6010 and 7000 Series <br /> Total Phenols 9066 <br /> Specific conductance, pH, and temperature will be measured in the field. <br /> Sediment samples will be collected from the two on-site drainage channels. <br /> Samples will be collected from the upstream and downstream reaches of these <br /> channels using stainless steel sampling utensils. Samples will be collected <br /> from the uppermost 6 inches of sediment. Sediment samples will be analyzed <br /> for fuel hydrocarbons, halogenated volatile organic compounds, and metals. <br />
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