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2900 - Site Mitigation Program
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PR0528085
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Last modified
1/22/2020 3:33:50 PM
Creation date
1/22/2020 3:25:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0528085
PE
2959
FACILITY_ID
FA0019016
FACILITY_NAME
PG&E TRACY SERVICE CENTER
STREET_NUMBER
502
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
502 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• <br /> LETTER WORKPLAN FOR SOIL VAPOR PROBE INSTALLATION <br /> Former PG&E Tracy Manufactured Gas Plant <br /> 502 E. Grant Line Road,Tracy, CA <br /> As approved by the California Department of Toxic Substances Control, Parsons has excavated <br /> 6 Areas of Concern (AOIs) to remediate identified soil impacts associated with historical <br /> operation of a manufactured gas plant (MGP). As part of post-remediation monitoring, Parsons <br /> has proposed the installation of one soil gas probe within one of the remediated areas to <br /> determine the presence of soil vapor concentrations in excess of Site cleanup goals. <br /> Post-remediation soil gas probe installation/sampling was approved by the California <br /> Department of Toxic Substances Control (DTSC) as described in Parsons' Health Risk <br /> Assessment/Removal Action Workplan (HRA/RAW) dated June 16, 2011. <br /> The proposed location of the soil gas probe is shown on the attached figure. The probe will be <br /> constructed by hand augering a 3-inch diameter soil boring to a depth of 5.5 feet below ground <br /> surface (bgs) (i.e., approximately 2 feet into native soil). Approximately 6 inches of#2/12 filter <br /> sand will be emplaced in the bottom of the boring, and a 6-inch long, 3/8-inch diameter <br /> stainless steel mesh probe implant will then be installed from 4.5 to 5 feet bgs. The soil gas <br /> probe will then be attached to 1/4-inch outside diameter polytetrafluoroethylene (PTFE <br /> [Teflon'"]) tubing that will extend to the surface where it will be capped with a 3-way valve to <br /> be used for sampling. The annular space surrounding the probe implant will consist of#2/12 <br /> sand to approximately 6 inches above the implant (i.e., to 4 feet bgs). A seal consisting of <br /> granular bentonite will then be emplaced and hydrated in 6-inch lifts from 1 to 4 feet bgs. The <br /> remaining annular space will consist of a 6-inch diameter, traffic-rated, flush mount well box set <br /> in concrete. The probe tubing and valve will be coiled within the well box for protection <br /> between sampling events. This soil gas probe construction is similar to all soil gas probes <br /> previously installed at the Site under the direction of the County of San Joaquin. <br />
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