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12 (STATE ROUTE 12)
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2900 - Site Mitigation Program
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PR0545715
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Last modified
11/19/2024 3:48:23 PM
Creation date
6/12/2020 11:17:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545715
PE
2950
FACILITY_ID
FA0025893
FACILITY_NAME
PROPOSED SHELL
STREET_NUMBER
0
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
0 HWY 12
QC Status
Approved
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EHD - Public
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PHASE I ENVIRONMENTAL SrM ASSESSMENT AND SOIL SAMPLING REPORT <br /> Lodi,Califomia <br /> Shell Purchase Order No. <br /> Delta Project No. 40-90-838 <br /> Page S <br /> i_ <br /> • Central Valley Regional Water Quality Control Board Tank Tracking System-=Updated April 1990. <br /> The site named Charley Jacobs mentioned previously on the Cortese List also appears on the <br /> Regional Board List. Lead was found in the soil on the site but ground water was not impacted. <br /> c <br /> 4.0 ENVIRONMENTAL SETTING <br /> The site lies within the Great Valley geomorphic province at an elevation of approximately 9 feet above <br /> mean sea level (MSL) as depicted on the U.S. Geological Survey (USGS), Terminous, California, <br /> Quadrangle map, dated 1978. The geologic materials beneath the region consist primarily of stream and <br /> Delta plain deposits of the San Joaquin River and its tributaries (Norris and Webb, 1976). These deposits <br /> are predominantly comprised of interbedded clay, silt,and sand. <br /> A regional map showing the ground water elevation contours for the unconfined aquifer for Spring.1989, <br /> prepared by the San Joaquin County Flood Control and Water Conservation District,indicates that ground <br /> water should flow towards the northwest. Based on the subsurface data obtained during the site <br /> investigation, depth to ground Water is approximately 14 feet below ground surface. <br /> 5.0 RESULTS OF INVESTIGATION <br /> 13 <br /> 5.1 Site Reconnaissance 1 <br /> On Friday,November 9, 1990,a site reconnaissance was performed by Delta. The parcel consists of vacant <br /> land on which an irrigation ditch flows east to west. The ditch has a I0-foot-wide base and is 4 feet deep. <br /> Along the western boundary of3�the site where the ditch exits the property, there is a 3-foot-diameter culvert <br /> embedded in a concrete benchl A USGS bench mark is located on the northern end of the bench and is <br /> identified as D464. The northern boundary of the property is fenced. There were no other objects or <br /> structures identified on the site. <br /> 5.2 Geology and Drilling <br /> On November 9, 1990, three soil borings (SB-1 through SB-3) were drilled on site to an average depth of <br /> 14 feet below ground surface. 'Soil borings were randomly placed across the property to cover upgradient <br /> and downgradient conditions. Soil boring locations are shown in Figure 3. <br />
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