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ARCHIVED REPORTS_XR0010299
Environmental Health - Public
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PR0545688
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ARCHIVED REPORTS_XR0010299
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Last modified
5/21/2020 3:23:03 PM
Creation date
5/21/2020 10:18:40 AM
Metadata
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EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010299
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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IPilot Test/TreatibdityAnalysis Proposal <br /> Former Canteen Corporation Property <br /> 1500 Shaw Road <br /> Stockton, California <br /> I <br /> Applied Earth Sciences, Inc (AES) has prepared this proposal for the performance of a soil vapor <br /> extraction (SVE) / in-situ air sparging (IAS) pilot study, aquifer pumping test, and treatibility <br /> analysis at the referenced site As part of the Problem Assessment Report (PAR), AES evaluated <br /> fourteen remediation technologies according to their performance, reliability, and applicability to <br /> the site-specific conditions Three of the fourteen technologies screened were deemed feasible for <br /> remediation of both the impacted soil and groundwater at the site These technologies included In- <br /> Sxtu Air Sparging, In-Situ Well Aeration, and Enhanced Bioremediation <br /> AES also recommends that a sensitive receptor survey be conducted to identify exposure pathways <br /> and any potential human and ecological receptors <br /> I <br /> 1.0. SCOPE OF WORK <br /> The scope of work includes the performance of an 8-hour SVE pilot test, a 72-hour IAS pilot test, <br /> a 24-hour aquifer pumping test, and collection of soil and groundwater samples for treatibility <br /> analyses The pilot tests/treatibility analysts will be used to determine the most cost-effective <br /> remediation alternative(s) for the Canteen Facility Following evaluation of the pilot test/treatibility <br /> data, an estimate of the duration of the clean up time can be provided and the costs for system <br /> implementation and operation and maintenance can be finalized <br /> Three wells will be installed in the vicinity of the former tankpit for the SVE/1AS pilot testing One <br /> two-inch diameter VES monitor point well will be installed in the vadose zone with a screen section <br /> extending from approximately 10 to 40 feet below ground surface (bgs) One four-inch diameter <br /> VES test well will be installed in the vadose zone with a screen section extending from <br /> approximately 5 to 40 feet bgs (top of the water table) One two-inch diameter IAS test well will <br /> be installed with a 5-foot screen section set approximately 5 to 7 feet below the water table <br /> Samples will be collected from one of the borings for BTEX and TPH analyses to assess the current <br /> concentrations in the source area Additional samples will be collected from this boring for <br /> treatibility analyses <br />' Characteristics that will be evaluated from the pilot testing data include vadose zone gas <br /> permeability, groundwater flow rate, radial influence of the spargmg well, aquifer permeability and <br /> heterogeneities, and contaminant volatility and solubility Characteristics that will be evaluated from <br /> Ithe treatibility data include organic content, pH, permeability, moisture content, nutrient level, and <br /> redox potential <br />' Additionally, AES proposes to conduct a sensitive receptor survey to identify exposure pathways <br /> • and potential human and ecological receptors <br /> I <br /> 1 <br />
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