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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 <br /> Feasibility Study and Interim Remedial Action Plan May 20,2013 <br /> 5.0 PROPOSED FEASIBILITY TESTING AND DATA COLLECTION PLAN <br /> Based on the technology screening evaluation presented in Section 4.0 and SGI's experience at similar <br /> sites, SGI has determined that AS and/or possibly biosparging is the most feasible remedial technology <br /> for the cleanup of the dissolved hydrocarbon plume beneath the Site and surrounding area. The <br /> potential benefits of sparging include: 1) enhanced dissolved residual plume stabilization; 2) increased <br /> available subsurface oxygen to promote natural attenuation/biodegradation (for both soil and <br /> groundwater); and 3) hydrocarbon constituent volatilization/removal from the soil and groundwater <br /> into the vapor phase for treatment within the vadose zone via natural attenuation processes. <br /> To confirm the feasibility of sparging at the Site, SGI proposes to conduct testing that will include the <br /> installation of various wells (injection, observation and vapor) within the former UST/dispenser island <br /> area, and the collection of key bioremediation and geochemical indicator data. The testing results will be <br /> utilized to help: 1) verify that sparging can be implemented on a full-scale basis; 2) provide the technical <br /> basis by which to design, install and implement the full-scale system; and 3) determine if one or more of <br /> the other final alternative technologies requires closer consideration for potential incorporation into a final <br /> RAP (i.e., in the unexpected event that the feasibility test results are not favorable and/or if the data <br /> collected indicates the use of such alternative technologies in conjunction Dr in sequence with sparging <br /> would be optimal). Activities associated with the proposed feasibility testing and bioremediation/ <br /> geochemical indicator data collection plan are detailed in the following sections. <br /> 5.1 Sparge Testing <br /> Sparge testing will be completed to determine proper injection well spacing, ideal injection air flow rates <br /> that will not require an active soil vapor recovery system, and to finalize the design of the full-scale <br /> treatment system. Following is a summary of the proposed feasibility testing activities: <br /> ➢ Sparge Pilot Testing; <br /> ➢ Sparge System Implementation and Engineering Design; <br /> ➢ Soil Gas Monitoring; <br /> ➢ Groundwater Monitoring and Sampling; and <br /> ➢ Operations and Maintenance <br /> The testing will include the installation of two injection wells (AS-1 and AS-2), one observation well <br /> (OBS-1) and one vapor well (VW-1), as shown on Figure 4. These well locations were specifically <br /> selected to help maximize data acquisition during both sparge testing and as a means to verify that no <br /> further action is necessary for vadose zone soils beneath the Site (and to potentially test/implement <br /> former UST area remediation in the event the soil data collected during wall installation activities and/or <br /> the soil gas data collected during sparge testing indicates such treatment may be required) as this <br /> general area showed the highest concentrations of VOCs in soil (Table 3) and groundwater(Table 1). <br /> Feasibility Study and lFeasi Ifty Study B lRP-Te FnaLtloc 5-1 The Source Group,Inc. <br />
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