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ARCHIVED REPORTS_XR0008888
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545786
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ARCHIVED REPORTS_XR0008888
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Last modified
6/1/2020 2:37:03 PM
Creation date
6/1/2020 2:09:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008888
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 10 December 2001 <br /> • AGE NC Project No 95-0143 <br /> Page 6 of 10 <br />' 3 2 24-HOUR CONSTANT RATE PUMPING TEST <br /> Prior to initiation of the test, the depth-to-ground water was measured In the extraction well EW-3 <br /> and in observation wells EW-4, MW-3, MW-7, MW-9, VW-1, VW-2 and VW-4 using a Solinst <br /> water level meter During the pumping test depth to water was measured in extraction well EW-3 <br /> at 30-minute intervals and in the seven observation wells at 1-hour intervals Due to the nature of <br /> operations at the site,AGE personnel could not monitor the wells between 480 minutes(18 00) and <br /> 1,320 minutes (08 00) of pumping operation Additionally, the pump test utilized 7/8-inch diameter, <br /> model 3001 Solinst Levelogger pressure transducers that were deployed in wells EW-3, MW-7 and <br /> MW-9,a transducer was also placed in EW-4 to recordbarometric pressure Each pressure transducer <br /> was preprogrammed prior to the pumping test to log water levels at one-minute intervals Because <br /> of the limited number of transducers utilized,maximum depth to water measurements recorded using <br /> the Solinst water level meter were used to evaluate aquifer characteristics, data collected by the <br /> transducers was used for comparative purposes and to document cone of depression stabilization <br /> during the pumping test Copies of pressure transducer water level data logged from EW-3,MW-7, <br /> MW-9 and EW-4 (barometric pressure) are in Appendices E, 1~, G and H, respectively <br /> The pumping test consisted of extracting ground water from extraction well EW-3 utilizing a 4-inch <br /> diameter submersible Grundfos Redi-flo pump A constant rate of 8 gpm was utilized for the test <br /> Approximately 11,150 gallons of water were removed from EW-3 during the 24-hour test <br /> 3 2 1 Pump Test Results <br /> Based on the results of the 8-hour step-drawdown aquifer pumping test,a pumping rate of 8 gpmwas <br /> utilized for the 24-hour constant i ate pumping test using a 4-inch Grundfos Redi-flo submersible <br /> pump During the 24-hour pumping test, maximum ground water drawn-down in extraction well <br /> EW-3 was observed to be 7 90 feet after 1,335 minutes of pumping operation (Table 4) However, <br /> the depth to water measurement recorded in EW-3 using the water level meter may be inaccurate due <br /> Ito interference, the measuring tape may have become entangled with the pump wiring and support <br /> cable The maximum draw-down value recorded by the transducer deployed in EW-3 was 6 36 feet <br /> after 478 minutes Maximum draw-down was measured In the observation wells as follows <br /> EW-4 (located 10 feet toward the north) at 0 72 feet after 1,335 minutes of pumpmg <br /> operation, <br /> • MW-3 (located 12 feet toward the northeast) at 0 52 feet after 1,335 minutes of pumping <br /> operation, <br /> Advanced GeoEnvironmental,Inc <br /> f <br />
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