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ARCHIVED REPORTS XR0011423
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 XR0011423
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Last modified
7/3/2019 6:38:57 PM
Creation date
7/3/2019 4:07:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011423
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 reania lnt. Page 3 <br /> Groundwater Monitoring Report <br /> ' Project No.425.2 <br /> March 21,2005 <br /> Zone B <br /> The average groundwater elevation is 73.11 feet AMSL and indicates a decrease of 0.05 feet <br /> from the previous monitoring event. The groundwater gradient for Zone B was 0.0043 ft/ft <br /> flowing N45°W. The predominant groundwater flow is to the northwest with the slope <br /> ranging from 0.0018 to 0.0040 ft/ft. Table 3 of Appendix A summarizes the historical <br /> intermediate and deep groundwater data, Table 4 summarizes Zone B groundwater data and <br /> Figures 4 shows the groundwater gradients for January 21, 2005 groundwater monitoring <br /> event. <br /> Zone C <br /> The average groundwater elevation in Zone C for the January 2005 monitoring event was <br /> ' 73.06 feet AMSL. This represents an increase of 0.07 feet since the November 2004 <br /> monitoring event. Groundwater bearing and slope for this zone cannot be calculated due to <br /> the linear positions of MW-101, MW-102, and MW-201. Table 5 summarizes the <br /> ' groundwater data from the Zone C. <br /> Zone D <br /> The groundwater elevation in Zone D is 73.80 feet AMSL. This represents a decrease of 0.08 <br /> feet from the previous monitoring event. Groundwater bearing and slope for this zone cannot <br /> be calculated because there is only one well associated with this zone. Table 6 summarizes <br /> the groundwater data from the Zone D. <br /> ' The historical groundwater gradient and bearing data for Zone A are included in Figure 3 & <br /> 5. The groundwater gradients and bearing data for Zone B for the last three monitoring <br /> events are included in Figure 4 & 6. <br /> 1.1.3 Vertical Groundwater Gradients <br /> Vertical groundwater gradients were calculated using groundwater-monitoring wells: MW- <br /> 2/MW-2X (Zone A/Zone B well pair) and groundwater monitoring wells: MW-2X/MW-202 <br /> (Zone B/Zone D well pair) (Table 7) for the last four monitoring events. The site-specific <br /> vertical groundwater gradient for January 2005 monitoring event for the MW-2/MW-2X pair <br /> ' is 0.0524 ft/ft. The site-specific vertical groundwater gradient for the MW-2X/MW-202 pair <br /> is 0.0093 ft/ft. <br /> The historically positive vertical groundwater gradients do not suggest downward movement <br /> of contaminants between different zones. Vertical groundwater gradient calculations have <br /> been performed at regular intervals since August 25, 1997. <br />' 1.2 Groundwater Sampling Procedure <br /> P g <br /> On January 21, 2005, Del-Tech Geotechnical Support (Del-Tech) personnel arrived on-site, <br /> opened the wells, and measured the depth to water with an electrically actuated sounding <br /> tape. The water level reading was recorded to an accuracy of 0.01 foot. <br />
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