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ARCHIVED REPORTS_XR0011571
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0503286
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ARCHIVED REPORTS_XR0011571
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Last modified
1/17/2020 1:13:31 PM
Creation date
1/17/2020 11:28:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011571
RECORD_ID
PR0503286
PE
2953
FACILITY_ID
FA0005766
FACILITY_NAME
MOBIL OIL BULK PLANT
STREET_NUMBER
500
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
500 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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locations of aquifer test wells and other wells are shown in Figure 2; the raw pump test data is <br /> included in Appendix C. <br /> 5.1 STEP DRAWDOWN TEST <br /> Step drawdown testing is conducted by pumping water from a well at sequentially increasing <br /> rates, and monitoring the water level drawdown in the well with pressure transducers connected <br /> to an automatic data logger. The water level change in response to pumping during the first step <br /> determines the rate of increase for the following steps. Generally, four pumping steps and one <br /> recovery step are attempted. <br /> On April 13, 1993, data were generated for three pumping steps and one recovery step. <br /> Pumping steps lasted approximately 76 minutes at 1.14 gallons per minute (gpm), 165 minutes <br /> at 1.7 gpm, and 22 minutes at 2.86 gpm. At the end of pumping step 3, the water level in the <br /> well reached the pump inlet, and ground water recovery data were collected. Step test data were <br /> analyzed using the Rorabaugh approach to define well efficiency factors related to frictional and <br /> turbulent head losses. As the velocity of water entering the well increases with sequential <br /> pumping rates, head losses are also predicted to increase. Drawdown was not observed in any <br /> of the observation monitoring wells. <br /> Well efficiency calculations, which refer to the percentage of head loss caused by friction and <br /> turbulence, were attempted based on the relative change in well drawdown with increased <br /> pumping rate during the step drawdown test. Data scatter prevented the use of the this method <br /> as well as the more rigorous Birsoy-Summers method. Data scatter may represent aquifer <br /> stratification and/or delayed yield effects of the unconfined aquifer. <br /> Short term well yield is defined directly by step test data. The maximum pumping rate during <br /> testing was 2.86 gpm, which caused AW-9 to be overpumped in approximately 20 minutes. <br /> Longer term well yields are projected based on efficiency and hypothetical target drawdown. <br /> The logarithmic stabilization of the pumping rate for a desired drawdown determines the <br /> maximum long term yield. <br /> 5.2 CONSTANT RATE PUMPING TEST <br /> Constant rate pump testing is conducted by pumping water from a well at a constant rate for an <br /> extended period of time, generally greater than 24 hours, and monitoring water level drawdown <br /> in the pumping well and observation wells with pressure transducers connected to an automatic <br /> data logger. <br /> From April 14 to April 16, 1993, data were collected for 2,840.5 minutes (1.9 days) of pumping <br /> at approximately 2.0 gallons per minute (gpm) and 333 minutes of recovery (0.2 days). The <br /> 5 <br /> • <br />
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