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ARCHIVED REPORTS XR0009475
EnvironmentalHealth
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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 24 <br /> 63 Groundwater Pumping and High Vacuum Extraction System <br />' The conceptual remedial design focuses on an area 330 feet by 370 feet as shown on Figure 11 The <br /> treatment technology recommended for the area is groundwater pumping and HVE The results <br /> from the HVE pilot test indicate that groundwater pumping and HVE will be most effective in <br /> removing adsorbed- and dissolved-phase hydrocarbons present in the saturated and unsaturated <br /> 1 zone <br /> 6.31 Design Basis <br /> IThe HVE design was based on the results of the Vent-ROI model, using field data collected during <br /> pilot test activities The primary factor impacting the effectiveness of a vapor extraction system is <br /> 1 the volume of air passing through the vadose zone volatilizing adsorbed hydrocarbons As shown in <br /> the mass estimates (Section 4 1 2), the majority of the hydrocarbon mass is present in the adsorbed <br />' phase The Vent-ROI model accounts for lithologic factors and conservatively estimates the effective <br /> radius that sod vapor may be extracted from a single extraction well By overlapping effective radii <br /> of influence, a is possible to address large areas of hydrocarbon impact The well spacing and <br /> layout presented is expected to adequately remediate the area of impact at the Manna Pro facility <br /> To ensure that groundwater with dissolved hydrocarbons does not continue to migrate from <br /> currently impacted areas, a negative net groundwater flow across these areas must be induced <br /> This implies that the rate of groundwater pumping and treating of a groundwater remediation system <br /> must match or exceed the rate of groundwater flow across the hydrocarbon impacted area of the <br /> property under static water table conditions The groundwater extraction well network design was <br /> conservatively based on the results of the aquifer test (i e , using groundwater extraction alone) <br /> Although, combined groundwater extraction and HVE is expected to produce more favorable results <br /> 6 3 2 Conceptual Corrective Action Plan <br /> The conceptual Corrective Action Plan has been prepared to address hydrocarbons In the area of <br /> concern The conceptual system design is based on the results of the aquifer test and the <br />' combined groundwater pumping and HVE pilot test The pilot test results indicate that an HVE <br /> extraction point may achieve a radius of influence of 18 feet at 15 scfm flow rate and 148 5 inches of <br /> water vacuum per point In addition, 3 groundwater pumping wells may achieve a combined <br />' 2819RO34 070 <br /> GROUNDWATER <br /> TECHNOLOGY, INC <br />
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