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ARCHIVED REPORTS XR0003742
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541989
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ARCHIVED REPORTS XR0003742
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Last modified
6/21/2019 8:55:38 PM
Creation date
6/21/2019 4:38:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003742
RECORD_ID
PR0541989
PE
2950
FACILITY_ID
FA0024100
FACILITY_NAME
COUNTRY CLUB VALERO
STREET_NUMBER
2575
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12302012
CURRENT_STATUS
01
SITE_LOCATION
2575 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Step-Discharge Test Procedures <br /> The step-discharge tests were performed by pumping each well at increasingly higher discharge rates <br /> (steps) while monitoring the decreasing water level (drawdown) in the well and in nearby monitoring <br /> wells The step-discharge test for Well RW-IA was conducted on October 27, 1997 and the step- <br /> discharge test for Well MW-2 was conducted on October 28, 1997 Gregg Drilling and Testing <br /> provided the pumps and flow controls for the pump tests An electric submersible pump was used to <br /> pump water for the tests The ground water generated during the test was temporarily stored in a <br /> 6,500 gallon Baker tank The tank was emptied between tests by Phillips Services Inc <br /> Pressure transducers connected to a datalogger were used to monitor the water levels to the pumping <br /> well and in nearby monitoring wells during the test Manual water level measurements were also <br /> collected in all site monitoring wells during the test with an electronic water level indicator <br /> The step-discharge test for Well RW-lA consisted of 6 steps The first step was pumped at 1 gallon <br /> per minute (gpm) for 20 minutes, after which the flow rate was increased to 2 gpm for 20 minutes <br /> The third step was pumped at a rate of 4 gpm for 28 minutes, after which the flow rate was increased <br /> to 8 gpm for 120 minutes (2 hours) The fifth step was pumped at 12 gpm for 38 minutes and the <br /> final step was pumped at 16 gpm for 40 minutes <br /> The step-discharge test performed in Well MW-2 consisted of 2 steps The first step was pumped at <br /> 1 gpm for 60 minutes The second step was pumped at 2 gpm for 14 minutes, after which the well <br /> dewatered <br /> At the beginning of the step-discharge test in RW-1 A, a sample of the ground water was collected and <br /> preserved A second ground water sample was collected near the conclusion of the constant-discharge <br /> test in RW-IA The purpose of collecting these two samples was to determine if the concentration <br /> of petroleum hydrocarbons and MTBE in ground water would change after pumping for a period of <br /> time <br /> Step-Discharge Test Findings <br /> The purpose of the step-discharge test was to determine a flow rate that could be maintained for a <br /> longer duration constant-rate discharge test The data collected during the step-discharge test in Well <br /> RW-IA indicated that a pumping rate of 15 gpm would produce approximately 10 feet of drawdown <br /> and would likely be a sustainable pumping rate and not dewater the well during the constant-discharge <br /> test <br /> The step-discharge test performed in Well MW-2 indicated that the well could not support a <br /> pumping rate of 2 gpm without dewatering the well Pumping the well at 1 gpm during the step- <br /> 240-0783 7 <br />
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