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ARCHIVED REPORTS XR0009314
EnvironmentalHealth
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EL DORADO
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3105
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2900 - Site Mitigation Program
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PR0542208
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ARCHIVED REPORTS XR0009314
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Last modified
7/24/2019 4:56:37 PM
Creation date
7/24/2019 4:42:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009314
RECORD_ID
PR0542208
PE
2960
FACILITY_ID
FA0024243
FACILITY_NAME
CALIFORNIA TANK LINES
STREET_NUMBER
3105
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512028
CURRENT_STATUS
01
SITE_LOCATION
3105 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> 4.4 Floating Od <br /> A September 1998 sample from groundwater monitoring well MW-2 found black, floating oil <br />' that appeared to be typical of used motor oil Floating oil has been removed from MW-2, using <br /> disposable bailers, periodically since that time Approximately 10 1 gallons of floating oil have <br />' been removed through 27 June 2001 <br />' 4.5 Groundwater Flow <br /> The groundwater direction of flow for the area bounded by MW-1, MW-2 and MW-4 was <br />' inferred curving southeast at a gradient of 0 0013 ft/ft (Figure 3), groundwater direction of flow <br /> in the area of MW-3 was inferred to be toward the southeast at a gradient of 0 0035 ft/ft <br /> The flow gradient dropped very sigmficantly from previous quarters, approaching zero (0 001 <br />' ft/ft) <br /> Figure 4 shows groundwater elevations at various dates Elevations fluctuate over very <br /> significant ranges (3 and 4 feet in 3 to 4 months), which will affect contamination levels, flow <br /> direction, etc <br /> 4.6 Adjacent Site <br /> This groundwater monitoring event was conducted concurrently with the Pacific Pride (PP) site <br /> (3147 South El Dorado Street) Pacific Pride contracted Baumbach & Piazza Civil Engineers to <br /> survey the groundwater monitoring wells on both sites EI chose to survey one PP groundwater <br /> monitoring well (PP MW-3) in addition to the four wells present at CTL Elevation data from <br /> the two surveys differ by an average of 0 02 feet, which is significant with gradients of 0 001 <br /> ft/ft Due to these differences in surveys, EI has chosen to use the data from Kier & Wright Civil <br /> IEngineers to add PP MW-3 onto Figure 3 to help determine the flow direction for that area The <br /> surveys can be found in Appendix A, Survey Information <br /> Environeenng,Inc Project No 01-006 011 Page 5 <br />
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