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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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Former Countryside Market,Stockton, California May 20,2013 <br /> Feasibility Study and Interim Remedial Action Plan <br /> As the above table indicates, field DO and ORP measurements in wells u gradient (MW-4 and MW-5) <br /> and downgradient(MWA MW-2, MW-3, MW-6 and MW-7) of the proposed AS wells will be collected on <br /> a quarterly basis. Such measurements will also be routinely collected from the proposed observation <br /> wells. These data will be used to evaluate sparge system performance/elle iveness. <br /> Results of the routine monitoring and sampling, treatment system O&M, anc system performance will be <br /> included in the quarterly reports. Groundwater monitoring analytical results rom the sampling events will <br /> be used throughout the remediation process to document decreasing VO concentrations. All purged <br /> wastewater will be properly recycled at a licensed facility. <br /> 7.6 Plume Stability Monitoring <br /> All of the feasibility testing and IRAP implementation data along with tl�e vertical plume delineation <br /> findings (Section 6.0) will be used in conjunction with ongoing groundw er monitoring and sampling <br /> results to create a more refined picture of the plume in terms of its lateral and vertical extent, as well as <br /> how it moves over time. Soil and groundwater contaminant distribution data will be plotted on isocontour <br /> maps, and geologic cross-sections will be generated utilizing all available boring and CPT data as part of <br /> the final RAP to both present these results and characterize the lithology in the areas where sparge <br /> system operations will be conducted. <br /> Because sparging increases the potential for the lateral movement of conta inants, monitoring for plume <br /> stability will be a key IRAP component, and the proposed additional observation well locations were <br /> specifically selected for this primary purpose. The paramount component of the monitoring program will <br /> be to ensure that sparging operations do not serve to increase the migration of contaminants towards on- <br /> Site or off-site domestic wells. Minimizing the potential for plume migration to occur during sparge testing <br /> and full-scale operations will be achieved through proper treatment system management, including <br /> implementing a pulsed airflow remediation strategy, as necessary, to all w water to flow through the <br /> sparging zone when the system is turned off. Such practices also serve maintain remedial efficiency <br /> and keep the plume from being diverted away from the sparging zone of influence. <br /> Fem,Nlq SWdy az Fws,ujiy sMy S TRAP Te Finaldx 7-7 The Source WOUR Inc. <br />
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