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Last modified
5/27/2021 2:02:02 AM
Creation date
5/24/2021 4:13:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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C3eologicafTkhnicr Znc. Page 7 <br /> Hunter Container <br /> Report-Soil and Groundwater Investigation <br /> i Project No.397.2 <br /> October 25, 1996 <br /> 'i <br /> 2.0 DISCUSSION <br /> The three boreholes and one groundwater monitoring well was installed as planned and the <br /> f <br /> following information was gathered. <br /> J <br /> 2.1 Geology and Hydrogeology of the Site <br /> The dominant soil type in the upper 40 feet of subsurface geologic soils investigated is <br /> dominated by fine grain sediments. Even in the sandy horizons, a silt or clay matrix is <br /> present. A summary of the geology is given below. Total depth of the three boreholes wash-1 <br /> 30 feet and total depth of the monitoring well was 40 feet. <br /> • Silt - sandy and clayey, occasional pebble and root tubes, slightly plastic, 0 -18.5 feet ti <br /> • Gravel - some clast size > 2", broken pieces in split spoon, sand matrix, 18.5 - 23.5 feet <br /> Silt- sandy and clayey,fine grained sand lenses, slightly plastic,23.5 -28 feet t ' <br /> AD <br /> Clay- blue green, grading to sandy gravel at 30 feet, 28 - 30 feet <br /> • Sand and Gravel - course grained sand to fine grained gravel, fine grained matrix, blue`; <br /> _ green, 30 -40 feet „•� <br /> Groundwater was encountered at about '30 feet and that is the depth that water is in the <br /> monitoring well. The capillary fringe appeared to extend up to 26 feet, with decreasing <br /> moisture content upward from the saturated zone. <br /> 2.2 Chemical Distribution <br /> lA data table enclosed in front of Appendix A summarizes the analytical data collected in this <br /> portion of the property. Lab test results corroborate well with field observations and are <br /> l discussed below. <br /> Chemical Distribution in the Soil <br /> The preliminary investigation work performed by ERM in 1995 showed low concentrations <br /> i of Trichloroethene (TCE) and low to moderate levels of Ethylbenzene in the upper 10 feet of <br /> soil. They collected samples at two feet intervals starting at four feet and continuing down to <br /> 10 feet and tested there for volatile organic compounds. TCE decreases with increase.in <br /> vertical depth while Ethylbenzene increases with depth. Benzene, Toluene, and Xylene were <br /> l found towards the bottom of borehole HB-4. <br /> I <br /> This distribution pattern is constant with what we observed in our work, in that the gasoline <br /> 1 and the BTEX compounds were present in these boreholes in the deeper soils. With HB-4 <br /> picking up BTEX compounds at 8 to 10 feet, this suggests that these were related to the <br /> gasoline we found at increasingly higher concentrations from 6 to 10 feet down to <br /> groundwater at 30 feet. <br /> Field observation show that there is a distinct upper boundary of dark"oil" stained soil which <br /> starts at 11.5 feet in MW-1 and at 5 feet in SB-2, and extends down to groundwater. Lab data <br /> corroborates with the field observations and show a high concentration of diesel and motor <br /> oil in this soil zone. <br />
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