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PATTERSON PASS
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2900 - Site Mitigation Program
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PR0522694
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Last modified
4/1/2020 5:02:55 PM
Creation date
4/1/2020 4:57:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522694
PE
2950
FACILITY_ID
FA0015467
FACILITY_NAME
SHELL TRACY PUMP STATION
STREET_NUMBER
25705
Direction
S
STREET_NAME
PATTERSON PASS
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20910002
CURRENT_STATUS
02
SITE_LOCATION
25705 S PATTERSON PASS RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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� M � <br /> 1 �Claytori <br /> 4. GENERAL FINDINGS <br /> Presented below are the general findings associated with the fill material delineation at <br /> the Site. <br /> 4.1. LITHOLOGY <br /> ' The fill material in the western portion of the Site is generally a soft brownish clay with <br /> silt, and was identified as fill by the presence of foreign matter(e.g., brick fragments, <br /> glass, plastic). The fill thickness encountered was up to 10.5 feet. The native soil <br /> beneath the fill material at the site appeared to be a brown silty clay(topsoil), underlain <br /> by a light tan to light brown silt/siltstone. The interface between fill material and native <br /> soil was marked by the presence of rootlets in the soil. Soil boring logs are presented in <br /> Appendix A. <br /> 4.1.1. Groundwater Occurrence <br /> Groundwater was not encountered during the soil borings. Based on Clayton's <br /> i experience, groundwater in this vicinity of the Site is generally greater than 100 feet <br /> below ground surface. <br /> ' 4.2. LABORATORY ANALYTICAL RESULTS <br /> Soil samples were tested in accordance with the analytical program described in Section <br /> 3.4. Analytical results for diesel/crude oil range petroleum hydrocarbons, VOCs, and <br /> metals are presented in Tables 1, 2 and 3, respectively, and certified analytical results are <br /> presented in Appendix B. The analytical results for TCLP analysis of B2 at 4.0'—4.5' are <br /> included in Table 1. No detections of semi-volatile organic compounds occurred in the <br /> soil samples analyzed. <br /> ' Diesel/crude oil range petroleum hydrocarbons were detected in all soil samples. The <br /> concentrations reported ranged from 7 mg/kg(B5 @ 2.0' -2.5') to 3,700 milligrams per <br /> kilogram(mg/kg, B2 at 2.0' - 2.5'). TPH soil concentrations are shown on Figure 3. <br /> TCLP diesel/crude oil range petroleum hydrocarbons were detected at 3 milligrams per <br /> liter(mg/L)in soil sample B2 at 4.0'- 4.5'; however, TCLP gasoline range organics in <br /> this sample were below detection limits. The only VOC detected in the three samples <br /> analyzed was acetone at 0.15 mg/kg in sample B2 at 4.01 - 4.51. The Cam 17 metals <br /> detected in all three samples analyzed were generally at low levels. <br /> 5. DISCUSSION <br /> The ten soil borings advanced in the western portion of the site during this investigation <br /> were placed in order to delineate the vertical extent of the fill material and to assess if the <br /> fill is impacted with petroleum hydrocarbon. The vertical extent of the fill was <br /> established, as native soils were encountered below the fill in all borings. Diesel/crude <br /> ' oil range petroleum hydrocarbons were detected at concentrations ranging from 3,700 <br /> SAESTROIECTS\3004�%Shdl Tracy eery Station RWn\I000 .Dpi <br /> 3 <br />
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