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ARCHIVED REPORTS_XR0008398
EnvironmentalHealth
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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_XR0008398
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Entry Properties
Last modified
5/18/2020 11:47:27 AM
Creation date
5/18/2020 11:32:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008398
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
Tags
EHD - Public
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r <br /> 2 <br /> GEOLOGY <br /> . The site is situated in the northeastern portion of the San Joaquin Valley, in the southern <br /> Great Valley physiograpluc province The Great Valley is an elongated 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 duck sequence of marine and continental sediments <br /> ranging in age from Jurassic to Recent The thickest accumulation underlies the western portion of <br /> the valley The Sierra Nevada Range is the primary source for this sequence of sedimentary rocks <br /> The youngest formation beneath the site is mapped as Quaternary ( Recent ) alluvial fan deposits <br /> of the Modesto Formation as indicated on the Geological Map of the San Jose Quadrangle USGS- <br /> 1981 ( 1 75,000) <br /> SITE STRATIGRAPHY <br /> Soils encountered beneath the site consist of an accumulation of silty sand grading at depth <br /> to poorly graded, coarse grained sand These sands are interbedded with thin to moderately thick <br /> accumulation of sand, silty sand , silty clay, or clay Clay interbeds do not appear to be laterally <br /> continuous across the site as shown in the cross sections (Figures 6 and 7). The orientation of <br /> subsurface cross sections are indicated on Figure 3. <br /> GROUNDWATER <br /> Groundwater was first encountered during drilling in poorly graded sand and silty sand at <br /> a depth of 30 feet below the ground surface Flowing silty sands were encountered at depths <br /> greater than 35 feet below grade Table 1 lists the measured groundwater surface elevations <br /> Groundwater stabilized at 26 feet <br /> Based on the depth of water measurements collected on December 9, 1998, as shown on <br /> Table 1, the direction of groundwater flow was determined to be flowing North/Northeast with a <br /> hydraulic gradient of 0 065 ft/ft Figure 8 illustrates the configuration of the groundwater surface <br /> beneath the site on December 9, 1998 Surface drainage is to the southeast towards the Stanislaus <br /> River, located approximately 750 feet south of the site <br /> Table 1 <br /> Water Table Data <br /> 23569 South Santa Fe Road <br /> Riverbank, California <br /> Well No 1 2 3 4 <br /> TOC 9894 9850 9900 10000 <br /> (MSL) <br /> Date 12/9/98 <br /> Depth to Water 2636 25 90 2646 2738 <br /> (FBGS) <br /> Groundwater Elevation 72. 58 7260 7254 7262 <br /> (MSL) <br /> TOC top of well casing <br /> FBGS feet below ground surface <br /> 09 MSL mean sea level <br />
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