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ARCHIVED REPORTS XR0011361
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011361
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Last modified
7/3/2019 6:34:22 PM
Creation date
7/3/2019 4:00:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011361
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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SJGOV\wng
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EHD - Public
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C,eologual Technics Inc Page 2 <br /> ' Groundwater Monitoring Report <br /> Project No 425 2 <br /> May 12, 2003 <br /> • TPH-G concentrations in MW-1, MW-4 and MW-5 have shown an increasing trend <br /> over the history of the site MW-4 and MW-5 showed slight decreases in TPH-G <br /> concentrations this quarter <br /> Only one of the deeper screened wells (MW-102) was analyzed this quarter and was <br /> non-detect This is the tenth consecutive event that this condition has been <br /> documented <br /> 1.0 GROUNDWATER MONITORING <br /> 1 1 Hydrology of Site <br /> I 11 Horizontal Groundwater Gradients <br /> The average water table elevation at the site on March 21, 2003, was 73 39 feet above mean <br /> sea level This represents a decrease of 0 24 feet since the December 2002 event The water <br /> table groundwater gradient was 0 0021 ft/ft flowing N85°E <br /> 1 The average groundwater elevation in the intermediate depth wells (MW-102, MW-105 & <br /> MW-107) for the March 2003 monitoring event was 73 29 feet above mean sea level and the <br /> M intermediate depth groundwater gradient was 0 0014 ft/ft flowing N38°E This is, <br /> historically, the gentlest slope calculated at the site using the intermediate monitoring wells <br /> ' A review of the groundwater gradients shows that the predominant groundwater flow varies <br /> from north to northeast with the slope ianging 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 2 illustrates the March 21, 2003, groundwater gradient The <br /> predominant groundwater flow is to the east--northeast with the slope ranging from 0 0014 to <br /> 0 0270 ft/ft in the inteimediate wells Table 2 of Appendix A summarizes the intermediate <br /> ' groundwater gradients and levels to date, and Figure 3 illustrate the March 21, 2003, <br /> groundwater direction and gradient in the intermediate wells <br /> Table 2 also summarizes the groundwater level data from the deep well, MW-202 <br /> ' The historical water table and intermediate groundwater gradients are included in Figures 4 <br /> & 5- Shallow and Intermediate Rose Diagrams <br /> 1.1.2 Vertical Groundwater Gradients <br /> Vertical groundwater gradients were calculated using monitoring wells MW-2/MW-102 <br /> (shallow/intermediate well pair) and monitoring wells MW-102/MW-202 (intermediate/deep <br /> well pair) During the March 21, 2003 groundwater-monitoring event, the vertical <br /> groundwater gradient in the shallow/intermediate well pair was in an upward, positive, <br /> direction with a magnitude of 15 6 times that of the water table horizontal gradient `T he <br /> i <br />
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