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3500 - Local Oversight Program
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PR0545263
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SITE HISTORY
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Last modified
2/3/2020 11:45:27 AM
Creation date
2/3/2020 10:37:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> 1117 Lone PalmAve,Suite 201 <br /> Modesto,CA 95351 <br /> (Yt7J%TCPhone:209-579-2221 <br /> b" Fax: 209-579-2225 <br /> �. intensive, often requiring a hundred square feet or more of enclosed and level compound for <br /> equipment. <br /> In order to determine the effectiveness of SVE, a vapor extraction pilot test would need to be <br /> conducted. Data collected during the pilot test would be utilized to evaluate the necessity of soil <br /> remediation, as well as provide information to properly design a full-scale SVE remediation <br /> system. The installation of at least three SVE wells would need to be installed to conduct the <br /> pilot test. These wells would be screened in the vadose zone from approximately 20 to 40 feet <br /> bgs. Subsequently, a pilot test would be conducted using a mobile vapor extraction system. <br /> �.r <br /> The advantages of soil vapor extraction include: <br /> • Short treatment times; usually 6 months to 2 years under optimal conditions. <br /> • Readily available equipment. <br /> • Implementation with minimal disturbance to aboveground activities. <br /> • Proven performance over a wide range of conditions. <br /> • Cost competitive. <br /> 3.2 Groundwater Remediation Alternatives <br /> 3.2.1 Groundwater Extraction with Biological Treatment and Bio Enhanced Infiltration <br /> The groundwater extraction alternative involves recovering contaminated groundwater from the <br /> water saturated zone using groundwater extraction wells, surface filtration using a combination <br /> of aerobic and anaerobic biological processes, and re-injection of the treated water in the <br /> subsurface. Depending on the geology and soil type, pump and treat can be a viable method to <br /> quickly reduce high concentrations of contaminants and also capture or pursue contaminants <br /> which have migrated off-site. Although it is difficult to reach closure criteria concentrations due <br /> to the equilibrium of absorption/desorption processes in the saturated zone with regular pump- <br /> and-treat, the addition of biological enhancement can be effective in the destruction of the <br /> contaminants of concern. The impacted groundwater is mixed with predetermined micro- <br /> organisms designed to enhance natural biological processes. <br /> To determine the effectiveness of groundwater extraction and re-injection, an aquifer pump test <br /> and slug test would need to be conducted at the site. Data collected during the aquifer pump test <br /> would be utilized to evaluate the feasibility of this technology to remediate groundwater, as well <br /> as provide information to properly design a full-scale groundwater extraction and treatment <br /> system. In order to conduct the pump test at least three groundwater extraction wells would need <br /> to be installed. The extraction wells would be screened at approximately 40 to 55 feet bgs. Re- <br /> injection could be accomplished using existing on-site monitoring wells. Heterotrophic plate <br /> counts from the groundwater would be required to evaluate the indigenous bacteria. The plate <br /> count provides an estimate of the bacterial load in the groundwater. <br /> s:\environmental\22493\reports\feasibility.doc 9 <br /> V <br />
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