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ARCHIVED REPORTS FINAL REPORT PHASE I_II ENVIRONMENTAL SITE ASSESSMENT
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ARCHIVED REPORTS FINAL REPORT PHASE I_II ENVIRONMENTAL SITE ASSESSMENT
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Last modified
5/21/2019 4:56:21 PM
Creation date
5/21/2019 4:52:25 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FINAL REPORT PHASE I_II ENVIRONMENTAL SITE ASSESSMENT
RECORD_ID
PR0518552
PE
2950
FACILITY_ID
FA0013966
FACILITY_NAME
WINSTON TIRE CO
STREET_NUMBER
923
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04739006
CURRENT_STATUS
01
SITE_LOCATION
923 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' Winstm#120 <br /> Lodi,CA <br /> August 8,2002 <br /> ' 9.3.3 Sampling Location Selection <br /> The general intent of the investigation was to collect soil and groundwater samples to identify the <br /> potential presence of impacted media. Soil sample depth intervals selected for laboratory analysis <br /> were based upon the highest field screening results;or in the absence of significant organic vapors, <br /> ' the soil sample was collected from the interval directly above the groundwater saturated zone or <br /> from the terminus of the soil boring. <br /> 9.3.4 Laboratory Analysis <br /> The soil samples selected for laboratory analysis were containerized in laboratory supplied sample <br /> containers.The soil samples were labeled,stored on ice and transported under appropriate chain-of- <br /> custody procedures to Test America of Nashville,Tennessee. The collected soil samples from each <br /> hydraulic lift GeoProbe boring location were analyzed for the presence of TPH diesel range organics <br /> (DRO)and TPH oil range organics(ORO)by EPA Method 8015. <br /> ' 9.4 PHASE II RESULTS <br /> ' 9.4.1 Geology/Hydrogeology <br /> In general,subsurface geology consisted of Soil borings at the Site indicate the soils beneath the Site <br /> consist of sand and gravels from beneath the concrete baserock to approximately 2 feet below <br /> t ground surface(bgs),underlain by sand,silty sand,and sandy silt from 2 to 12 feet bgs(total depth). <br /> Field boring logs are included in Appendix E. Groundwater was not encountered during drilling <br /> activities. The boring location is presented on Figure 2. <br /> ' 9.4.2 Field Screening Results <br /> Continuous soil samples were collected and field screened for the presence of organic vapors using a <br /> ' PID equipped with a 10.2 eV lamp source. No PID readings above background were recorded. <br /> 9.4.3 Laboratory Results <br /> ' No constituents were detected above the method detection limit for the soil samples submitted to the <br /> analytical laboratory for analysis of TPH DRO/ORO. Refer to Appendix D for a complete analytical <br /> report. Analytical results Were compared to California regulatory criteria,where appropriate. No <br /> ' regulatory action levels currently exist for TPH concentrations in soils. Accordingly,to assess the <br /> potential impact of hydraulic fluid on environmental media, a TPH DRO concentration of 100 <br /> mg/kg is used as the target action level. <br /> 1 <br /> ' 0037 gy store 120 phase 2 reviewedl.doc SECOR International Incorporated <br /> 13 <br />
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