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ARCHIVED REPORTS_XR0004462
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2900 - Site Mitigation Program
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PR0506186
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ARCHIVED REPORTS_XR0004462
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Last modified
3/6/2020 3:04:49 PM
Creation date
3/6/2020 1:42:00 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004462
RECORD_ID
PR0506186
PE
2950
FACILITY_ID
FA0007258
FACILITY_NAME
RIPON SHELL
STREET_NUMBER
341
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26114007
CURRENT_STATUS
01
SITE_LOCATION
341 E MAIN ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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CAMBRIA <br /> i <br /> detected in vapor samples collected during the SVE test. SVE was not recommended at the site <br /> based on the low vapor concentrations detected. SVE test results were reported in Cambria's <br /> June 22, 2001 Soil Vapor Extraction Feasibility Test Report. <br /> Groundwater Monitoring Program: There are currently three groundwater monitoring wells, <br /> three sets of paired/nested wells, and two extraction wells at the site. Groundwater samples at <br /> the site are analyzed for TPHg, BTEX, and MTBE. At Shell's request,during the second quarter <br /> 2004, groundwater samples from all wells at the site were additionally analyzed for the fuel <br /> oxygenates tertiary butyl ether, di-isopropyl ether, ethyl tertiary butyl ether, tertiary amyl methyl <br /> ether, 1,2-dichloroethane, ethylene dibromide, ethanol, and methanol. None of the additional <br /> analytes were detected in site wells. During the first quarter 2005 monitoring event, no TPHg, <br /> BTEX, or MTBE was detected in any of the sampled wells. Historical groundwater data and the <br /> first quarter 2005 groundwater elevation contour maps are included in Appendix A. <br /> SITE CONDITIONS <br /> Regional Geology: The subject site is located at the northern end of the San Joaquin Valley; a <br /> broad, flat valley filled with alluvium. The ground surface elevation of the subject site is <br /> approximately 70 feet above mean sea level (msl). In the vicinity of the site, the ground gently <br /> slopes toward the west. <br /> Soil Types: Soil types beneath the subject site are primarily fine-grained soils (silt and clay) <br /> with lesser amounts of coarse-grained sediments (sand and gravel) to the total explored depth of <br /> 76 fbg. Boring logs and cross-sectional diagrams are included in Appendix B. <br /> Hydrogeology: Groundwater occurs at approximately 27 to 35 fbg at the site. Measured depths <br /> to groundwater in the site wells have ranged historically from 24.5 to 38.9 fbg, and groundwater <br /> elevations have ranged historically from 38.8 to 26.2 feet above msl. Shallow groundwater flow <br /> beneath the subject site is variable but generally is toward the west-southwest at a gradient <br /> ranging from 0.001 to 0.04. Groundwater depth and elevation data and the most recent <br /> groundwater contour maps are included in Appendix A. <br /> 1:64 aoo5) <br /> Hydrocarbon Distribution in Soil: Up to 4,800 ppm TPHg, 68 ppm benzene, and 27 ppm <br /> MTRF. have. peen detected in soil samples collected near the southeastern dispenser, including <br /> samples collected from dispenser replacement and from boring CPT-1 and wells MW-1 and <br /> • EW-1. Subsequent soil sampling in the vicinity has shown that the hydrocarbons and MTBE <br /> 0324 5 <br />
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