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Environmental Health - Public
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EHD Program Facility Records by Street Name
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EL DORADO
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1901
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2900 - Site Mitigation Program
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PR0548085
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Entry Properties
Last modified
2/24/2026 9:28:48 AM
Creation date
1/30/2025 12:25:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548085
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0027434
FACILITY_NAME
SINCLAIR DINO MART
STREET_NUMBER
1901
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1901 S EL DORADO ST STOCKTON 95206
Tags
EHD - Public
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school, is located approximately 700 feet west of the Site. There are no known surface water <br /> bodies within 1,000 feet of the Site. <br /> GEOLOGY AND HYDROGEOLOGY <br /> REGIONAL GEOLOGY AND HYDROGEOLOGY <br /> The Site is located within the central portion of the Great Valley Geomorphic province, an <br /> elongate alluvial plain extending from the Tehachapi Mountains in southern California to the <br /> Klamath mountain in northern California that is bound by the Sierra Nevada range to the east and <br /> the Coast Ranges to the West. The Great Valley is divided into the Sacramento Valley in the <br /> north with the San Joaquin Valley occupying the southern portion (Hackel, 1966). The San <br /> Joaquin portion of the Great Valley has been filled with as much as six miles of sediment <br /> deposited by rivers and streams draining from the western margins of the Sierra Nevada (USGS, <br /> 1986). <br /> Locally, the Site is located within the Eastern San Joaquin Subbasin of the San Joaquin <br /> Groundwater Basin, covering a surface area of 1,105 square miles. The Site and surrounding <br /> area are underlain by the Alluvium and Modesto/Riverbank Formations, formed by coalescing <br /> alluvial fans of Recent to Late Pleistocene age. These formations consist of more than 150 feet <br /> of sands and gravels within the alluvial fan deposits and clay, silt and sand within the interfan <br /> deposits. Groundwater within these deposits is unconfined(DWR, 2006). <br /> SITE GEOLOGY AND HYDROGEOLOGY <br /> Near surface soils in the vicinity of the Site are described as Holocene aged flood basin deposits <br /> consisting of clay silts and some sands (USGS, 1986). Previous subsurface investigations <br /> completed at the Site, and in the Site vicinity, have involved drilling of wells and exploratory <br /> borings to depths up to 125 feet below ground surface (bgs). Soils encountered during well <br /> drilling and advancement of conepenetrometer (CPT) borings have consisted of interbedded <br /> layers of clay, clayey silts, sandy silts, clayey sands and poorly graded sands of varying <br /> thicknesses. Three primary water bearing zones have been interpreted to occur between the <br /> approximate depths of 25 and 55 feet bgs (shallow zone), 70 and 80 feet bgs (intermediate zone) <br /> and greater than 95 feet bgs (deep zone). The permeable stratigraphy in these water bearing <br /> zones do not appear to be laterally continuous in thickness or extent, based on lithologic logs <br /> recorded during drilling. <br /> The direction of groundwater flow in the shallow water bearing zone has been interpreted to <br /> range from northeasterly to southeasterly. Groundwater flow in the intermediate water bearing <br /> zone has been interpreted to be predominately northeasterly to east-northeasterly. Only one well <br /> has been installed in the deeper water bearing zone and does not allow for hydrogeologic <br /> interpretation of groundwater flow direction. Historically, depth to groundwater in the shallower <br /> screened monitoring wells has ranged between approximately 13 and 32 feet bgs. Depth to <br /> groundwater in the intermediate and deeper screened monitoring wells has ranged between <br /> approximately 14 and 26 feet bgs. <br /> FREY Environmental,Inc. 2 Project No. 1095-01 <br />
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