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ARCHIVED REPORTS XR0009281
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009281
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Last modified
7/24/2019 1:16:34 PM
Creation date
7/24/2019 11:54:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009281
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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QWI09&AI7edUdaItW. Page 6 <br /> Dual Phase Extraction Pilot Test Report <br /> Project No.723.2 <br /> November 5,2004 <br /> ,., 3.2 Dual Phase Extraction from Well EW-1 <br /> On July 27, 2004 (Tuesday), the extraction hose (stinger) was lowered in well EW-1 and dual <br /> �. phase extraction began at approximately 9:30 A.M. The initial water level in EW-1 was <br /> noted [-37 feet below grade surface (bgs)] and then the stinger was lowered into groundwater <br /> to begin slurping the liquid from the well. The stinger was lowered incrementally as the well <br /> slowly dewatered until the stinger reached 50 feet bgs. It was left in this position. <br /> GTI recorded the treatment trailer effluent discharge meter at regular intervals. The meter <br /> 'r readings were then used to calculate groundwater extraction rates that varied 3 -6 gallons per <br /> minute (gpm) on July 27`h. The pumping data are included in Table 4, Appendix A and it is <br /> noted that the average pumping rate was 4.2 gpm on the July 27Th <br /> At 8:00 A.M. on the morning of July 28th (Wednesday), the system was discovered to be <br /> extracting less than one gallon per minute. The stinger was raised to allow the well to <br /> recharge and then lowered again to find an equilibrium level that would not dry out the well. <br /> At 9:15 A.M., American Valley pumped out the holding tank and transported 3100 gallons of <br /> groundwater off site for disposal. By 11:30 A.M. the stinger was set at 47 feet bgs and the <br /> well sustained a pumping rate approximating 3 gpm. The system was allowed to continue in <br /> this pumping configuration for another night. At 6:45 P.M., American Valley pumped out <br /> the holding tank and transported a second load of groundwater off site for disposal. The tank <br /> had a capacity of 5200 gallons and pumping calculations were performed to ensure the tank <br /> did not overfill. As indicated in Table 4 the average pumping rate was 2.4 gpm on the 28a'. <br /> But it is noted that this rate includes the low recharge period between midnight and 8:00 <br /> A.M. <br /> �.. 3.3 Dual Phase Extraction from Wells EW-1,VEW-1 and VEW-2 <br /> On July 29th at 9:00 A.M. (Thursday), the extraction rate was still approximately 3 gpm. At <br /> •- this point it was assumed that enough pumping data had been collected and GTI wanted to <br /> achieve maximum contaminant mass removal for the remainder of the test period. At 11:30 <br /> A.M. the system was reconfigured to extraction from EW-1, VIEW-1 and VEW-2 <br /> simultaneously. As noted in Table 4, the system sustained an average pumping rate of 3.6 <br /> gpm from the three wells on July 29". The system was allowed to continue in this pumping <br /> 46- configuration for another night. <br /> 3.4 Vapor Extraction From Wells EW-1 and VEW-1 <br /> On July 30`h at 9:00 A.M. (Friday), the extraction rate was 3.8 gpm. At 11:25 A.M. <br /> American Valley removed another load of groundwater with the groundwater extracted <br /> during the test totaling over 14,000 gallons. In order to achieve maximum contaminant <br /> removal from around the former dispenser island, the system was reconfigured to extract <br /> '� from EW-1 and VEW-1 only for the remainder of the test. At 6:00 P.M. the stinger was <br />
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