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ARCHIVED REPORTS XR0009475
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009475
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Last modified
7/30/2019 3:10:02 PM
Creation date
7/30/2019 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009475
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Pilot Testing Report and Conceptual Corrective Action Plan July 15, 1994 <br /> Manna Pro, 4004 South EI Dorado, Stockton, CA 21 <br /> at the adjacent observation points and recorded for each of the extraction rates Groundwater levels <br /> In adjacent observation points were recorded using data loggers The vacuum at each observation <br /> point is quantified using a magnahelic gauge By examining the vacuum response and groundwater <br /> level fluctuations at surrounding monitoring points, an effective radius of influence for soil vapor <br />' extraction and capture zone for groundwater containment may be determined Data collected <br /> during the HVDPE test was analyzed to evaluate the applicability of the technology as a viable <br /> remedial technology for this site <br /> 532 Field Activities <br /> The HVDPE test was performed on October 27, 1993 During the test, sod vapor and groundwater <br /> was extracted from EW-1 and vacuum response data and groundwater levels were collected from <br /> adjacent observation points A 3-horsepower liquid-ring pump was used to perform the test The <br /> pump was equipped with vacuum gauges and an ambient air intake valve used to regulate the <br />' amount of vacuum A drop tube was used during the test to adjust the intake of the liquid-ring <br /> pump in the well <br /> The test was run in four stages During the first three stages, the drop tube (intake), utilized to <br /> facilitate groundwater flow to the liquid-ring pump was kept at a constant depth (36-38 feet) and the <br /> applied vacuum was increased in three intervals (low, medium, and full vacuum) For the final stage <br /> of the test, the vacuum was kept on full and the drop tube was lowered to the bottom of the well <br /> The vapor flow rate was measured with a heated wire anemometer and recorded during each test <br /> I stage The vacuum response and groundwater level at each of the adjacent observation points <br /> were measured and recorded at 0 5-hour intervals throughout the test <br /> During the first three stages of the test, air samples were collected in plastic bags and field analyzed <br /> with a FID The extracted sod vapor was treated through one vapor-phase activated carbon unit to <br /> remove organic compounds present in the soil vapor prior to discharge Vapor-phase carbon <br /> breakthrough was monitored during the test using an FID <br /> 2619RO34 070 <br /> GROUNDWATER <br /> TECHNOLOGY, INC <br />
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