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ARCHIVED REPORTS_XR0002302
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2900 - Site Mitigation Program
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PR0542420
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ARCHIVED REPORTS_XR0002302
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Entry Properties
Last modified
1/23/2020 10:10:36 AM
Creation date
1/23/2020 9:39:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002302
RECORD_ID
PR0542420
PE
2960
FACILITY_ID
FA0024376
FACILITY_NAME
FORMER CHEVRON 98632
STREET_NUMBER
575
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
575 W GRANT LINE RD
P_LOCATION
03
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Mr Harlan Knoll S E C ® R <br /> July 3, 2003 <br /> Page 2 <br /> Ball Park Well Construction Details <br /> The Ball Park well is screened from 570 feet bgs to 732 feet bgs and from, 850 feet bgs to 874 <br /> feet bgs Cement grout extends from surface grade to 490 feet bgs, past the confining layers <br /> Static water level in the Ball Park well was measured at 71 feet bgs <br /> ,a <br /> r� <br /> Data Analysis <br /> Analysis of the data indicates a relationship between the Ball Park well and site monitoring wells <br /> screened at greater depths (MW-5 and MW-6B) The Ball Park well pump was operational from <br /> approximately 16 30 to 21 30 daily Displacement versus time plots indicate water level w <br /> increased in deeper screened wells when the Ball Park pump was operational, and that the water <br /> level decreased when the Ball Park pump was turned off, Figures 3 and 4, respectively ; <br /> Displacement versus time plots Indicate that the Ball Park well does not have a significant <br /> influence on water levels in MW-6A (Figure 5) It appears that the confined aquifer remains ; <br /> saturated when the Ball Park well pump is operational <br /> Increase in water level the wells in the unconfined aquifer wells may be due to a response known <br /> as the °Noordbergum" effect, (Verrugt, 1969)' Pumping of groundwater from the confined aquifer <br /> in the Ball Park well results in a lowering of the hydraulic head in the confined aquifer of 'k <br /> approximately 170 feet The head loss causes an increase in the load carried by aquifer grains <br /> and pore water within the entire groundwater system in and above the confined aquifer When 41 <br /> the increase in load is applied instantaneously as with the periodic pumping of the Ball Park well, <br /> the pore water will initially carry the load This results in an increase in pore pressure, which ; <br /> causes a rise of the water level in the overlying aquifer This response is generally observed, and <br /> is more predominant, in fine-grained material (Bouwer, 1978)2 <br /> CONCLUSIONS <br /> x <br /> The data does not indicate a hydrogeologic communication between the shallow aquifer through <br /> which site monitoring wells are screened, and the deeper aquifer beneath the Corcoran Clay in <br /> which the City of Tracy's Ball Park Well is screened Pumping in the Ball Park well influences the <br /> shallow aquifer, although the influence appears to be mechanical and not hydrogeological <br /> If you have any questions, please feel free to call Bob Jackson (916) 861-0400 extension 283 or <br /> Robert J (Bob) Cochran with Chevron at (925) 842-9655 - <br /> FN <br /> Sincerely, <br /> SECOR International Incorporated <br /> ob Jackso Acott OEGable5R G <br /> Staff Geologist Principle Geologist <br /> r <br /> 3 <br /> ' Verrugt A 1969 Elastic storage of aquifers In Flow through Porous Media, R J M DeWeist <br /> �ed ) Academic Press, New York, pp 331-376 <br /> Bouwer H 1978 Groundwater Hydrology McGraw HIII Book Company pp 326-333 <br /> 1 IChevron1986321Reports120031Transducer study doc <br /> r <br /> ra <br />
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