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WILLOW GLEN
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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 3:14:56 PM
Creation date
5/19/2021 12:31:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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in samples S-1 and S4. The condensate sample (S-4) also contained levels of diethvlene glycol, triethylene <br /> glycol and tetraethylene glycol. <br /> On May 19, 1988, Groundwater Technology, Inc. performed three exploratory soil borings in the <br /> immediate vicinity of the reboiler recharge line (Figure 2). The purpose of that study was to evaluate the <br /> vertical extent of petroleum hydrocarbons in the soils and to determine the feasibility of using in-situ <br /> bioremediation techniques to remediate the affected soils. Selected soil samples from each borehole were <br /> analyzed for TPH by EPA Methods 8015 and 418.1, triethylene glycol by EPA Method 8015, and benzene, <br /> - toluene, ethylbenzene and xylenes (BTEX) by EPA Method 8020. In addition, one soil sample was <br /> analyzed for volatile organic compounds by EPA Method 8240, polychlorinated biphenyls by EPA Method <br /> 8080, and semivolatile compounds by EPA Method 8270. The chemical analytical results of these soil <br /> samples (Table 2) indicate that petroleum hydrocarbon compounds were present in the shallow soils <br /> adjacent to the discharge line. Triethylene glycol was reported in one soil sample at a concentration of <br /> 12,000 mg/kg. The results of the analyses for the other compounds indicate very low to non-detectable <br /> a concentrations of volatile organic compounds and non-detectable concentrations of PCB's and semivolatile <br /> compounds. <br /> Durrng November 1992, PG&E's Technical and Ecological Services Department performed a subsurface <br /> investigation to further define the extent of soil and groundwater contamination at the site. This work <br /> included the drilling and sampling of nine boreholes, the installation of eight temporary groundwater <br /> monitoring wells and one permanent groundwater monitoring well, determination of groundwater flow <br /> direction and gradient, and the development and water sampling of all wells installed at the site (Figure 3). <br /> In addition, a survey of all production water wells within '/z-mile of the site was also performed (Figure 4, <br /> Table 3). The results of this study showed that petroleum hydrocarbons were present in the soil and <br /> groundwater in the vicinity of the reboiler unit and appeared to extend off-site to the east and north. The <br /> petroleum hydrocarbons in soil and groundwater at the site consist primarily of kerosene-range <br /> hydrocarbons, with TPH-G and BTEX comprising about one-fourth of the TPH (Tables 4 and 5). The <br /> total petroleum hydrocarbons as kerosene(TPH-K) levels in groundwater were reported at concentrations <br /> up to 47,000 µg/1 in MW-1 and four temporary wells (B-2, B-3, B4, and B-9). Groundwater at the site <br /> was encountered at a depth of about 9 feet bgs. Based on water level measurements made from the <br /> temporary wells, groundwater appeared to flow to the south with a relatively flat hydraulic gradient <br /> cca/03/10/95 08:19 AM(0688brpt.doc/ntw12) 1-5 <br />
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