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3500 - Local Oversight Program
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PR0540821
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Entry Properties
Last modified
5/18/2020 10:11:34 AM
Creation date
5/18/2020 10:09:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0540821
PE
2960
FACILITY_ID
FA0023401
FACILITY_NAME
FORMER GREER CONSTRUCTION
STREET_NUMBER
15634
STREET_NAME
STEINEGUL
STREET_TYPE
RD
City
ESCALON
Zip
95320
CURRENT_STATUS
01
SITE_LOCATION
15634 STEINEGUL RD
P_LOCATION
06
QC Status
Approved
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LSauers
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EHD - Public
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\TAT 4: <br /> A S S O C I A T E S I N C . <br /> consists of the more rugged foothills of the Sierra Nevada (maximum elevation due east is over <br /> ' 10,000 feet). <br /> The Great Central Valley contains a thick sequence of sediment, which, in places, reaches a <br /> depth of 10 miles. These sediments range in geologic age from Jurassic (205 million years <br /> before present) to Recent (present time) and include both marine and continental deposits. The <br /> site's immediate subsurface geology consists of Pleistocene and Recent alluvial deposits. These <br /> alluvial deposits consist of heterogeneous sequences of sand and gravel originating from active <br /> stream channels, and silt and clay originating from overbank and marsh depositional <br /> environments. <br /> ' The site is in the Eastern San Joaquin County Groundwater Basin (California Department of Water <br /> Resources, 1980). According to the San Joaquin Flood Control and Water Conservation District, <br /> the direction of regional groundwater flow is generally to the east. The groundwater basin has been <br /> developed for irrigation, domestic,and stock use. <br /> ' Lone Tree Creek is located approximately 1,500 feet west,northwest of site. <br /> 2.3 Site Geology and Hydro¢eology <br /> Based on information obtained from previous borings at the site, sediments underlying the site <br /> generally consist of silt from the ground surface to approximately 18 feet below ground <br /> surface (bgs) with an intermittent layer present at a depth of approximately 10 feet bgs. Sand <br /> was typically encountered between 18 and 47 feet bgs with a silt layer from 25 to 38 feet bgs <br /> ' m several borings. Silt with several thin layers of sand was encountered between 47 and 90 <br /> feet bgs. Beneath the eastern portion of the site, soil from depths between 18 and 80 feet bgs <br /> consists of sand with a silt layer present from 40 to 60 feet bgs. Soil from depths between 80 <br /> and 86 feet bgs consist of silt that is underlain by sand to a depth of 100 feet bgs. Soil boring <br /> logs are contained in Appendix A, cross section locations are shown on" Figure 3, and <br /> generalized, cross-sectional interpretation of subsurface conditions are shown on Figures 4 and <br /> 5. These cross-sections are based on the boring logs completed by WHF and BSK & <br /> Associates (BSK). <br /> ' Surface drainage at the site is controlled by the site topography, which slopes to the west. The <br /> site is located approximately 1,500 feet east, southeast of Lone Tree Creek, which flows west <br /> into French Camp Slough and eventually drains into the San Joaquin River, approximately 25 <br /> miles northwest of the site. A culvert oriented north south on the western portion of the property <br /> intermittently carries surface runoff. <br /> Water level measurements were collected from wells MWl, MW2, MW3, MW4, MW5, MW6, <br /> MW8, and MW9 on November 20, 2003. On November 20, 2003, water levels ranged from <br /> 70.92 to 75.01 feet below the tops of the well casing elevations. The data from MW6 was not <br /> ' used when considering the shallow groundwater flow direction because MW6 is screened in a <br /> deeper interval with respect to the remaining monitoring wells. The water level data were used to <br /> s:\environmental\25291\reports\irp.doe 2 <br />
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