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ARCHIVED REPORTS XR0011402
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011402
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Entry Properties
Last modified
7/3/2019 7:13:48 PM
Creation date
7/3/2019 4:06:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011402
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Geological Technics Inc. Page 2 <br /> Groundwater Monitoring Report <br /> 1 Project No.425.2 <br /> November 17,2003 <br /> • TPH-G concentrations for the September 2003 event are the highest recorded to date <br /> { in MW-5. <br /> • Only one of the deeper screened wells (MW-102) was analyzed this quarter and was <br /> found to be cion-detect. This is the twelfth consecutive event that this condition has <br /> been documented. It appears the contamination has not migrated vertically at the <br /> site. <br /> • Three monitored domestic wells tested during the September 2003 were non-detect <br /> for all analyzed constituents. This suggests contamination has not migrated to lower <br />' aquifers. <br /> 1.0 GROUNDWATER MONITORING <br /> 1.1 Hydrology of Site <br /> _ 1.1.1 Horizontal Groundwater Gradients <br /> The average water table elevation at the site on September 5, 2003, was 73.26 feet above t <br /> mean sea level. This represents an increase of 0.24 feet since the June 2003 monitoring <br /> f r- event. The water table groundwater gradient was 0.0013 ft/ft flowing N05°E. i <br /> The average groundwater elevation in the intermediate depth wells (MW-102, MW-105 & <br /> MW-107) for the September 2003 monitoring event was 73.00 feet above mean sea level <br /> and the intennediate depth groundwater gradient was 0.0018 ft/ft flowing N36°E. <br /> A review of the groundwater gradients shows that the predominant groundwater flow varies <br /> from north to northeast with the slope ranging from 0.0009 up to 0.0044 ft/ft in the water <br /> table wells. Table 1 of Appendix A summarizes the water table groundwater gradients and <br /> levels to date, and Figure 3 illustrates the September 5, 2003, shallow groundwater gradient. <br /> III. <br /> The predominant groundwater flow is to the east-northeast with the slope ranging from <br /> 0.0014 to 0.0270 ft/ft in the intermediate wells. Table 2 of Appendix A summarizes the <br /> intennediate groundwater gradients and levels to date, and Figure 4 illustrate the September <br /> 5, 2003, groundwater direction and gradient in the intennediate wells. <br /> Table 2 also sutnmarizes theroundwater level data from the dee well, MW-202. <br /> g p <br /> The historical water table and intermediate groundwater gradients are included in Figures 5 <br /> & 6- Shallow and Intermediate Rose Diagrams. <br /> f <br /> i <br /> . I <br />
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