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2900 - Site Mitigation Program
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PR0536777
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Last modified
6/18/2019 11:38:10 AM
Creation date
6/18/2019 11:11:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0536777
PE
2960
FACILITY_ID
FA0021126
FACILITY_NAME
FORMER COUNTRYSIDE MARKET
STREET_NUMBER
10848
STREET_NAME
COPPEROPOLIS
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10311006
CURRENT_STATUS
01
SITE_LOCATION
10848 COPPEROPOLIS RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Former Countryside Market,Stockton,California May 20,2013 <br /> Feasibility Study and Interim Remedial Action Plan y <br /> reagent would need to be effective at oxidizing all of the COPCs, ,including benzene and 1,2- <br /> DCA, and the potential for secondary MCL exceedences and/or other unintended impacts to <br /> groundwater quality such as compound precipitation, metals mobilization and/or the potential for <br /> metal impurities within the selected oxidant would need to be carefully evaluated. As with <br /> enhanced bioremediation, multiple injections would likely be required and the goal would be to <br /> utilize advanced subsurface characterization technologies, as feasit le, during the advancement <br /> of the initial round of borings. Important advantages of this tech ology include its speed of <br /> reaction and ability to mobilize previously sorbed contamination which is beneficial for <br /> remediation purposes but tends to result in concentration rebounds (i.e., multiple injection <br /> events/escalating costs). The collection of site-specific geochemistry data is recommended to <br /> further evaluate this technology since it has the potential to meet the remedial objectives at a <br /> moderate total cost when used in conjunction or in sequence with other viable technologies. <br /> 3) Biosparging: Biosparging is achieved via the injection of air or oxygen at low flow rates (and <br /> nutrients, if needed) into contaminated groundwater for the purpose of increasing the biological <br /> activity of the indigenous microorganisms while minimizing the ri I k of inducing lateral plume <br /> migration and the stripping of volatile organic compounds (VOCs). Biosparging can be used to <br /> reduce the concentrations of petroleum hydrocarbon constitu nts that are dissolved in <br /> groundwater, adsorbed to soil below the water table, and within the smear zone/capillary fringe. <br /> For the reasons listed above, biosparging can likely be impleme ed at the Site without SVE <br /> although feasibility testing is recommended to confirm this iE the case and verify the <br /> biodegradability of relatively recalcitrant compounds like 1,2-DCA. his technology would likely <br /> meet the remedial objectives at a moderate total cost. <br /> 4) Air Sparging: AS can also likely be implemented at the Site wi hout SVE by injecting air or <br /> oxygen into contaminated groundwater at higher flow rates relative o biosparging. The injection <br /> of air at such rates serves to promote natural biodegredation of petroleum constituents in <br /> groundwater while also helping to strip dissolved contaminants and volatilize trapped, and <br /> adsorbed phase contaminants below the water table and in the capillary fringe/smear zone <br /> for anticipated vadose zone treatment via natural attenuation processes (i.e., as <br /> recommended previously, feasibility testing is proposed to confirm that the significant <br /> bioattenuation zone above the groundwater table is sufficient to liminate the need for SVE). <br /> Air added to contaminated groundwater can also enhance the biodegradation of contaminants <br /> above the water table to facilitate the treatment of residually impact vadose zone soils beneath <br /> the Site. Sparge systems can be tested, configured and operated to maintain plume stability <br /> which can be confirmed via verification monitoring. This technology would likely meet the <br /> remedial objectives at a moderate total cost that is anticipated to be lower than that of <br /> biosparging due to the generally greater zone of influence that s achieved from injecting at <br /> higher flow rates (i.e., increased well spacing) coupled with the I'kelihood of meeting cleanup <br /> goals/objectives in a shorter overall time frame. <br /> Feasibility SbAy antl[Feasibility SdAy&IR P_Text Fine[.dx 4-3 The Source Group,Inc. <br />
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