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ARCHIVED REPORTS_XR0004266
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004266
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Entry Properties
Last modified
9/16/2020 2:08:25 AM
Creation date
2/13/2020 1:32:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004266
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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SJGOV\sballwahn
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EHD - Public
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• Report of Findings <br /> Frontier Transportation <br /> 0702-177 <br /> September 5,2002 <br /> Page 3 <br /> backfilled with a grout mixture of 5% bentonite powder, Portland cement, and water grout using <br /> a tremie pipe to seal the hole from the bottom up. All soil cuttings and casing material were <br /> containerized in 55-gallon drums. A well abandonment permit was obtained from the PHS/EHD <br /> on May 15, 2002. Mr. Sam Savig of the PHS/EHD was on-site to witness the well <br /> abandonment. <br /> 1 From May 20 through 24, BEII excavated a total of 325 tons of soil near the former UST <br /> area. The excavation pit measured 30 feet by 30 feet by 15 feet deep. The soil consisted of <br /> heterogeneous clays with some fine-grained silty sand stringers at groundwater depth. <br /> 1 Groundwater was encountered in the silty sand at approximately 13' bg. The excavation pit was <br /> terminated at 15' bg to avoid collapsing of the pit from the entry of silty sand and groundwater. <br /> A total of sixteen soil samples were collected from the excavation pit sidewalls at depths of 4' bg <br />' and above (12' bg) or below (14' bg) groundwater. See Figure 4 for pit soil sample locations. <br /> Soil samples were analyzed for TPH-d, TPH-g, BTEX, and MTBE with EPA methods 8015 <br /> modified and 8260B by an on-site mobile laboratory (See Table 2 for Pit Soil Sample Results <br />' and Appendix B for Laboratory Analytical Reports). Mr. Sam Savig of the PHS/EHD was on- <br /> site to witness the pit excavation. <br />' Soil sample results identified low level petroleum concentrations at 4' bg. The maximum <br /> TPH-d concentration in soil was 36 mg/kg along the south side of the western sidewall. No <br /> other detectable concentrations of TPH-d were identified from the remaining seven samples <br />' collected at 4' bg. Soil sample Top SES collected from the southeast sidewall identified a <br /> maximum TPH-g concentration of 11 mg/kg. The remaining seven soil samples contained TPH- <br />' g concentrations at<_4 mg/kg. Soil sample Top NWS collected from the northwest sidewall <br /> contained the highest BTEX(153 µg/kg) and MTBE (130 µg/kg) concentrations at 4' bg. Only <br /> two other soil samples, Top WSS and Top SWS, identified detectable BTEX concentrations at <br /> 25 pg/kg and 8.5 µg/kg (exclusively as ethylbenzene and xylene). MTBE concentrations ranged <br /> from 92 gg/kg to 7.5 pg/kg in the remaining seven soil samples collected at 4' bg (See Table 2). <br /> ' Soil sample results identified higher petroleum hydrocarbon concentrations just above <br /> encountered groundwater(13' bg). Five soil samples were collected from the capillary fringe at <br /> 12' bg. The maximum TPH-d concentration was contained in soil sample Bot NES collected <br /> ' from the northeast sidewall as 700 mg/kg. The remaining four soil samples collected at 12' bg <br /> contained TPH-d from 600 mg/kg to 32 mg/kg. Soil sample Bot SES collected from the <br /> southeast sidewall identified maximum TPH-g concentrations of 640 mg/kg at 12' bg. TPH-g <br /> concentrations ranged-from 350 mg/kg to 3.2 mg/kg in the rest-of the soil samples collected-at — --- <br /> 12' bg. Maximum BTEX concentrations in soil were identified as 59,100 µg/kg from the <br /> northwest sidewall (Bot NWS at 12' bg) most of which was xylene. The other samples collected <br /> ' at 12' bg contained BTEX from 47,330 µg/kg to <83.1 pg/kg. MTBE concentrations were <br />
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