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ARCHIVED REPORTS_XR0002822
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0508461
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ARCHIVED REPORTS_XR0002822
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Last modified
1/29/2020 4:24:35 PM
Creation date
1/29/2020 3:29:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002822
RECORD_ID
PR0508461
PE
2950
FACILITY_ID
FA0008092
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
1805
STREET_NAME
HARBOR
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14502005
CURRENT_STATUS
01
SITE_LOCATION
1805 HARBOR ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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v <br /> ATC <br /> f ASSOCIATES I N C . <br /> �r <br /> 3.0 SUBSURFACE CONDITIONS <br /> r- 3.1 Geology <br /> Lean clay, lean clay with sand, and clayey sand was encountered in soil borings SB8, SB9, and <br /> MW4 from the surface to depths between 14 feet bgs and 16 to 21 feet bgs. Soil in borings S138 <br /> and SB9 consisted of poorly graded sand from depths between 14 feet bgs and 16 to 21 feet bgs. <br /> Soil in boring MW4 consisted of, poorly graded gravel, lean clay, and poorly graded sand with <br /> silt from 16.5 to 20 feet bgs and 26.5 feet bgs. <br /> Soil from borings S1310, MW5, and MW6 generally consisted of lean clay from the surface to <br /> depths between 6 to 15 feet bgs. Soil from borings SB 10, MW5, and MW6 generally consisted <br /> of poorly and well graded sand, clayey sand and silty sand from depths between 6 to 15 feet bgs <br /> to 26.5 to 31 feet bgs. <br /> Soil in boring SB 12 consisted of poorly graded sand and silty sand from depths between 30 feet <br /> z. bgs and 45 feet bgs. Soil in boring SB 12 consisted of lean clay with sand from depths between <br /> 45 feet bgs and 46.5 to 50 feet bgs. Soil in boring SB 12 consisted of well graded sand from <br /> ` depths between 46.5 to 50 feet bgs and 51.5 feet bgs, the maximum depth explored. Soil boring <br /> logs with a detailed description of soil types are contained in Appendix A. <br /> 3.2 Hydrogeology <br /> Water level measurements were collected from wells MW1 through MW5 on June 7, 2000. <br /> Water levels ranged from 5.64 to 11.09 feet below the tops of the well casing elevations. The <br /> water level data were used to develop the groundwater elevation contour map (Figure 3). <br /> Assuming that horizontal isotropic conditions prevail, groundwater in the uppermost aquifer <br /> i beneath the site flowed towards the southwest. The average hydraulic gradient on June 7, 2000 <br /> was calculated to be 0.001 ft/ft or approximately 5.3 ft/mile. A summary of groundwater <br /> monitoring data is presented in Table 3. <br /> 4.0 ANALYTICAL RESULTS <br /> 4.1 Soil Analytical Results <br /> Soil samples collected from borings S138, SB9, and SB 10 contained no detectable concentrations <br /> of TPHd, TPHg, BTEX, or oxygenate fuel additives. Soil samples collected from boring MW4 <br /> at depths of 15.5 feet and 25.5 feet bgs contained no detectable concentrations of TPHd, TPHg, <br /> BTEX, or MTBE. The soil sample collected from boring MW4 at a depth of 20.5 feet bgs <br /> LM contained TPHd and TPHg at concentrations of 1,100 parts per million (ppm) and 85 ppm, <br /> --ftwol respectively. The soil sample collected from boring MW4 at a depth of 20.5 feet bgs contained <br /> L no detectable concentration of total lead. The soil samples collected from borings MW5, SB 12, <br /> wA54.62500Veponslsumiii.doc 6 <br /> r <br /> LW <br />
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