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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 2:51:15 PM
Creation date
5/19/2021 12:24:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
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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EHD - Public
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r <br /> Section 6 <br /> RESULTS <br /> SUBSURFACE CONDITIONS <br /> The soils underlying the Lathrop Gas Dehydrator Station include interbedded layers of silt and sand(see <br /> the Boring and Well Logs in Appendix A and the Geologic Cross Sections, Figure 5). The interbedded <br /> nature of these soils is typical of fluvial depositional systems. <br /> During the drilling of the boreholes,groundwater was noted at depths ranging from 9 to 10'/2 feet. After <br /> about 12 hours, the groundwater potentiometric surface stabilized at a depth of about 9 feet below the <br /> ground surface. Depth to water measurements and groundwater elevations are shown in Table 4. Figure 6 <br /> shows the groundwater potentiometric surface which was measured from the temporary wells <br /> (i.e., excluding MW-1) on November 25, 1992. The groundwater elevations measured on this date ranged <br /> from 0.15 ft to 0.21 ft MSL with groundwater flow directed to the south at a very slight hydraulic gradient <br /> of less than 0.001 ft per ft. <br /> CHEMICAL ANALYTICAL RESULTS <br /> Soil Samples <br /> Table 5 summarizes the results of the laboratory analyses performed on the soil samples collected from the <br /> boreholes. The formal laboratory reports and chain-of-custody records are presented in Appendix B. <br /> Petroleum hydrocarbons were reported in soil samples collected from several of the boreholes at the site <br /> (MW-1, B-2, B-3, B-7 and B-8)primarily from the capillary fringe at a depth of 7'V2 to 9 feet. The highest <br /> levels of petroleum hydrocarbons were reported from the 9-ft sample collected from MW-1. This soil <br /> sample contained TPH-G(800 mg/kg), TPH-K (4,300 mg/kg) and 1,000 mg/kg of total oil and grease. <br /> Discussions with the analytical laboratory revealed that the oil and grease results probably represent the <br /> heavier hydrocarbon compounds reported as TPH-K because the oil and grease analysis is sensitive to <br /> C 15+hydrocarbons and the TPH-K analysis is sensitive to C 11 to C 17 hydrocarbons. <br /> Detectable levels of BTEX compounds were only present in three soil samples (MW-1 at 9 ft, B-2 at 8.5 ft, <br /> and B-3 at 7.5 ft). The highest levels of BTEX compounds were also reported from the 9-ft sample <br /> collected from MW-1. This soil sample contained benzene at 0.23 mg/kg,toluene at 0.21 mg/kg, <br /> ethylbenzene at 1.3 mg/kg and xylenes at 34 mg/kg. <br /> cca/08/23/93/9449arpt.doc/mkn4 6-1 <br />
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