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ARCHIVED REPORTS_XR0004275
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PR0541913
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ARCHIVED REPORTS_XR0004275
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Last modified
9/16/2020 2:14:51 AM
Creation date
2/13/2020 1:40:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004275
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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Report of Findings <br /> s g <br /> Frontier Transportation <br /> 0200-024 <br /> March 3, 2000 <br /> Page 3 <br /> define the vertical extent of soil contamination (See Figure 2). Borings were advanced using a <br /> direct push hydraulic rig. Soil samples were collected in clear acetate liners 4-feet long <br /> throughout the length of the borings. Soil samples were screened for petroleum hydrocarbons in <br /> the field using a photoionization detector (PID). Soil samples were analyzed at 5-foot intervals <br /> except when no soil samples were obtained upon sampler retrieval. Borings were backfilled with <br /> 1 bentonite upon completion. <br /> BEII also installed four groundwater monitoring wells (MW-8 through MW-11) to define <br /> t the lateral extent of dissolved petroleum hydrocarbons beneath the site (See Figure 2). A hollow <br /> stem auger was used to install the monitoring wells. All four groundwater monitoring wells were <br /> advanced to 20' bg and screened from 5' bg to 20' bg. The screen slots were standard size 0.02- <br /> inch. The annular seal was filled with Monterey #3 sand to 4.5' bg. This was overlain with a a- <br /> foot bentonite seal and then grouted to surface. Soil samples were collected at 5-foot intervals <br /> from a split spoon sampler that contains three brass liners, which are 2 inches in diameter and 6 <br />' inches long. Soil samples were screened for petroleum hydrocarbons in the field using a PID. <br /> A total of twenty-four(24) soil samples collected from borings B-5 and B-6 and <br />, . monitoring wells MW-8 through MW-I I and analyzed for TPH-g, BTEX, and MTBE using EPA <br /> methods 8015 and 8020. <br /> Detectable concentrations of MTBE were quantified using EPA method 8260 (See Table <br /> 2 for Soil Sample Results and Appendix B for Laboratory Analytical Reports). MTBE was <br /> identified exclusively in boring B-6 at 10' bg, 15' bg, and 30' bg. MTBE concentrations were <br /> identified as 15,000 pg/kg, 54 pg/kg, and 30 pg/kg respectively, using EPA method 8020. The <br /> two high MTBE concentrations were quantified using EPA method 8260 and identified 10,600 <br />' pg/kg and 37 pg/kg as MTBE, respectively. <br /> Soil sample analysis identified detectable concentrations of TPH-g in boring B-6 at 10' bg <br /> as 100 mg/kg, exclusively. TPH-g concentrations attenuate to non-detect in boring B-6 at 15' bg. <br /> No other detectable concentrations of TPH-g were identified out of the 24 soil samples collected <br /> and analyzed. Maximum total BTEX concentrations were identified in boring B-6 at I0' bg as <br />' 2,343 4g/kg. Total BTEX concentrations attenuate to 34 }Lg/kg at 15' bg and to 10 pg/kg at 20' <br /> bg in boring B-6. Benzene exclusively was also identified as 10 µg/kg in boring B-6 at 25' bg and <br /> from monitoring well MW-8 at 5' bg. No other soil samples identified any detectable <br /> - concentrations of BTEX. <br /> The majority of soil contamination was encountered at 10' bg in boring B-6. An <br /> attenuation of petroleum hydrocarbon concentrations to greater than 99% was identified in boring <br />
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