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ARCHIVED REPORTS_XR0008399
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SANTA FE
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008399
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Entry Properties
Last modified
5/18/2020 12:04:27 PM
Creation date
5/18/2020 11:33:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008399
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
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LSauers
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EHD - Public
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ACI-P-97-1006 Ranch Market - Phase 11 Page 4 <br /> 4 <br /> The site is situated in the northeastern portion of the San Joaquin Valley, in the southern <br /> Great Valley physiographic province. The Great Valley is an elongate northwest trending <br /> asymmetric structural basin that has a wide flank and a narrow western flank expressed by the <br /> upturned edge of the sediments that have accumulated in the basin <br /> The San Joaquin Valley is filled with a thick sequence of marine and continental sediments <br /> ranging in age from Jurassic to Recent. The thickest accumulation underlying the western <br /> portion of the valley The Sierra Nevada Range is the pritnary source for this sequence of <br /> sedimentary rocks The youngest limit beneath the site are mapped as Quaternary (Recent) <br /> alluvial fan deposits of the Modesto Formation on the Geologic Map of the San Jose <br /> Quadrangle 1981 (1.75,000) <br /> S Q <br /> • During the drilling, groundwater was first encountered in fine, well sorted uniform sand and <br /> silty sand at a depth of 29 6 fleet below grade. <br /> Flow the primary surface drainage is in the immediate area of Staiuslaus River, located <br /> approximately 750 feet south of the site Surface drainage at the site is to the southwest <br /> G <br /> The site stratigraphy is characterized by alternating horizons of sand, silty sand and clay down <br /> to the water table A stiff, dense clay layer was found at the 15-17 foot depth The boring <br /> log is presented in Figure 4. <br /> 7 SQ[L AND GRI21TNDWATER ANALVS-- <br /> Three soil samples and one groundwater sample was analyzed for TPHg and BTEX The <br /> water sample and the highest TPH soil sample were tested for the oxygenates compounds <br /> All analyses were conducted by Sherwood Labs, a state certified laboratory located in Hilmar, <br /> California <br /> Sample identities and analytical results for each constituent detected are presented in Tables <br /> 1 and Table 1. Certified analytical reports and completed Cham-of-Custody documents are <br /> 10 <br /> presented in Appendix B I and B 1. <br />
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