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SR0085623
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2900 - Site Mitigation Program
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SR0085623
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Last modified
10/12/2022 10:55:12 AM
Creation date
10/4/2022 10:05:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0085623
PE
2903
FACILITY_ID
FA0024809
FACILITY_NAME
OXYCHEM STOCKTON
STREET_NUMBER
1904
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16302041
ENTERED_DATE
8/5/2022 12:00:00 AM
SITE_LOCATION
1904 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr. Jeff Tierney, E.I.T. GeOSynteC D <br /> July 1, 2022 consultants <br /> Page 4 <br /> the hand auger. The annular space of the borehole will be filled with filter pack sand, granular <br /> bentonite, hydrated bentonite, and cement grout according to the details presented in Figure 4. <br /> After installing the SVPs, the borehole will be surface completed using a 6-inch diameter traffic- <br /> rated well vault set in concrete, which will be mounted flush with the existing grade of the <br /> surrounding asphalt or concrete surface. <br /> Soil Physical Properties Sampling <br /> Undisturbed soil samples will be collected during installation of the SVPs to evaluate the physical <br /> properties of soil at the off-site location. During boring advancement, hand augering will be <br /> stopped at 4.5 ft bgs to allow for collection of an undisturbed soil sample from 4.5 to 5 ft bgs using <br /> a slide hammer. Hand augering will then continue until 9.5 ft bgs, at which point a second <br /> undisturbed soil sample will be collected from 9.5 to 10 ft bgs. The borehole will then be reamed <br /> using the hand auger to ensure a consistent borehole diameter to total depth. <br /> The soil samples will be collected in stainless-steel liners and sealed on each end with Teflon® <br /> tape and slip-on end caps. The samples will be labeled with project identification, sample location <br /> and depth, analytical method, and time and date of sampling. Samples will be transported under <br /> chain-of-custody procedures to Cooper Testing Laboratory (Cooper Testing) of Palo Alto, <br /> California, for analysis. <br /> Soil Vapor Sampling <br /> Soil vapor samples will be collected from each of the on- and off-site SVPs in a manner consistent <br /> with that described in the Work Plan(sections 4.4.1 to 4.4.5). Soil vapor sampling techniques will <br /> include leak testing, shut-in testing, and purging in accordance with Department of Toxic <br /> Substances Control (DTSC) guidance, including the Advisory (DTSC, 2015). New SVPs will be <br /> sampled a minimum of 48 hours following probe installation. <br /> Sampling of the off-site SVPs will be performed in the same mobilization as the planned sampling <br /> of the four on-site SVPs,which will be conducted no more than 48 hours in advance of the routine <br /> Q3-2022 groundwater monitoring event at the site (planned to be performed in the second half of <br /> August). Soil vapor samples collected from each of the on-site and off-site SVPs will then be <br /> submitted to a California-certified laboratory, Eurofins Air Toxics of Folsom, California, for <br /> analysis of the four selected VOCs of interest: 1,2-DCP, 1,2,3-trichloropropane (1,2,3-TCP), 1,2- <br /> dibromo-3-chloropropane (DBCP), and chloroform. <br /> 5 Department of Toxic Substances Control.2015.Advisory—Active Soil Gas Investigations. California <br /> Environmental Protection Agency,Department of Toxic Substances Control,Los Angeles Regional Water Quality <br /> Control Board, and San Francisco Regional Water Quality Control Board,July 2015. <br /> engineers I scientists I innovators <br />
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