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ARCHIVED REPORTS XR0011335
EnvironmentalHealth
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DURHAM FERRY
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011335
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Last modified
7/3/2019 6:54:57 PM
Creation date
7/3/2019 3:51:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011335
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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C4ealogrcal7'ecluucsW Page 3 <br /> Groundwater Monitoring Report <br /> Protect No 425 2 <br /> January 25, 2002 <br />' The average groundwater elevation in the intennediate depth wells (MW-102, MW-105 & <br /> MW-107) for the December 3 monitoring was 71 68 feet above mean sea level and the <br />' intermediate depth groundwater gradient was 0 0033 ft/ft flowing N6°W <br /> - On December 21, 2001, Thompson-Hysell Engineers of Modesto, California surveyed the <br /> wells in accordance the SWRCB Geotracker requirements of AB2886 The wells were also <br /> sounded foi depth to water measurements on this date The average water table elevation <br />' for this second event was 73 95 feet above mean sea level This represents a decrease of <br /> 0 12 feet since the December 3 monitoring event (data normalized to 12/21/01 survey) The <br /> water table groundwater gradient was 0 0011 ft/ft flowing N22°E The average groundwater <br /> elevation in the intermediate depth wells (MW-102, MW-105 & MW-107) for the <br /> December 21 monitoring was 73 86 feet above mean sea level and the groundwater gradient <br /> was 0 0017 ft/ft flowing N72°W <br /> ' A review of the groundwater gradients shows that the predominant groundwater flow vanes <br /> from north to northeast with the slope ranging from 0 0015 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 2A and 2C illustrate the December 3 and 21, 2001 groundwater <br /> direction and gradients, respectively The predominant groundwater flow is to the east- <br /> northeast with the slope ranging from 0 0016 up to 0 027 ft/ft in the interinediate wells <br /> Table 2 of Appendix A summarizes the intermediate groundwater gradients and levels to <br /> date, and Figure 2B and 2D illustrate the December 3 and 21, 2001 groundwater direction <br /> and gradients, respectively <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 <br /> 3A & 313- Shallow and Intermediate Rose Diagrams <br /> 1.1.2 Vertical Groundwater Gradients <br /> Vertical groundwater gradients were calculated using MW-2/MW-102 <br /> (shallow/intennediate well pair) and MW-102/MW-202 (intennediate/deep well pair) <br /> During both December 2001 events the vertical groundwater gradient in the <br /> shallow/intennediate well pair was in an upward direction with a magnitude of 7 - 25 times <br /> that of the horizontal gradients The vertical gradient in the intermediate/deep well pair was <br /> ' upward for both events at a magnitude of approximately 9 — 15 times that of the horizontal <br /> gradients <br /> This site has experienced both negative (downward) vertical gradients and positive <br /> (upward.) vertical gradients Typically, the negative vertical gradients are 1 75 to 2 times <br /> ' greater than gradients in a horizontal direction and the positive vertical gradients are an <br /> r <br />
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