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3500 - Local Oversight Program
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PR0543430
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Last modified
2/5/2019 11:08:01 AM
Creation date
2/5/2019 9:38:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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. Starrtec <br /> CLOSURE REPORT <br /> CALTRANS STOCKTON SHOP 10 <br /> Closure Sampling <br /> December 2,2009 <br /> 2.4 Closure Sampling <br /> 2.1 CONFIRMATION BORINGS <br /> Following final system shutdown, Stantec recommended two confirmation borings be drilled in the source <br /> area, three soil vapor wells be installed, and a soil vapor study conducted. A work plan was <br /> prepared and submitted to the SJCEHD in September 2009. Soil boring and soil vapor sample locations <br /> are shown in Figure 2. A Sensitive Receptor Survey was also proposed to investigate any sensitive <br /> receptors within a 2,000 foot radius of the Site property boundary. The SJCEHD approved the work plan in <br /> a letter dated September 17, 2009. <br /> Two confirmation soil borings (CB-1 and CB-2)were advanced at the Site on October 8, 2009. These <br /> borings were advanced using direct-push Geoprobe®technology to a maximum depth of 50-ft-bgs. Use of <br /> direct-push drilling minimized the soil cuttings and costs of subsequent disposal. Confirmation soil boring <br /> logs were completed and are included in Appendix A. <br /> Soil samples were collected every 5 feet and screened for volatile organic compounds(VOCs)using a <br /> photoionization detector(PID). PiD levels ranged from 1.1 to 8.8 parts per million by volume(ppmv)in <br /> boring CB-1 and from 1.7 to 12.2 ppmv in boring CB-2. A total of four soil samples were submitted for <br /> analysis from each boring at depths of 20, 30, and 40 ft-bgs and at a depth where the PID showed <br /> elevated VOCs (at 35 ft-bgs in boring CB-1 and at 25 ft-bgs in boring CB-2). The collected soil samples <br /> were submitted to Agriculture Priority Pollutants Laboratories(APPL), Clovis, California under chain-of- <br /> custody procedures for analysis of TPHg and TPHd by modified U.S. Environmental Protection Agency(EPA) <br /> Method 8015M,and BTEX and fuel oxygenates (FOCs)by EPA Method 82606. <br /> Soil results indicated from 3.4 to 44 mg/kg TPHg was reported at depths ranging from of 20 to 40 ft-bgs in <br /> boring CB-1. Soil samples collected from boring CB-2 did not contain detectable levels of TPHg. Soil <br /> samples also contained from 43 to 1,100 mg/kg TPHd at depths of 20 to 40 ft-bgs in boring CB-1 and <br /> from 9.1 to 10 mg/kg at depths of 30 and 40 feet in boring CB-2. Laboratory reports indicated that <br /> diesel results were made up of mainly lower boiling compounds, which in general are less mobile and <br /> less volatile. BTEX and FOCs were reported at very low levels in two soil samples, CB-1-20 and CB-1- <br /> 35. Soil results are summarized in Table 4. <br /> Following collection of soil samples and advancement to the total depth of 50 ft-bgs, both locations were <br /> grouted to surface using a tremmie pipe and the surface was finished to match existing asphalt. A <br /> composite soil sample was collected from the soil cuttings and submitted for analysis of total lead,TPHg, <br /> TPHd, BTEX, and FOCs. Soil sample results for the soil cuttings analysis are included in Appendix C. <br /> All soil cuttings and drilling debris were stored in a 55-gallon drum onsite pending analytical results and <br /> will be disposed offsite according to local, state, and federal regulations. <br /> js iaprojects4caluanslshop 10ti MrJosurmfinal dosure report6closure rpt_fnl_doc 2-1 <br />
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