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2900 - Site Mitigation Program
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PR0541913
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Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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Addendum to Interim Corrective Action Plan �„t rJ UI "V -6 <br /> 6 " <br /> _ Frontier Transportation, Inc. S � <br /> April 14, 2006 <br /> Page 2 <br /> l <br /> Six (6) underground fuel storage tanks (USTs), three diesel tanks located <br /> I northeast of the terminal and three gasoline tanks located southeast of the terminal, <br /> were removed from the site on July 21 , 1995 . Soil sample analysis identified total <br /> petroleum hydrocarbons as gasoline (TPH-g) and total petroleum hydrocarbons as <br /> diesel (TPH-d) in the gasoline tank excavation at maximum concentrations of 9, 800 <br /> i mg/kg and 120 mg/kg, respectively. Groundwater sample analysis identified <br /> dissolved phase TPH-d in the diesel excavation pit at a maximum concentration of <br /> 1 ,200 ug/L . <br /> In August of 1996, Twinning Laboratories, Inc. (Twinning) advanced six <br /> vertical soil borings (B- 1 , B -2, 13-3 , M 1RA3MW4RB, and MW-2RA) and one <br /> angle boring (134) to depths between 1 �3 ' and 115 ' below grade (bgs) to assess <br /> subsurface conditions near the northeastern excavation. In addition, two hand <br /> augers (S- 1 and S-2) were advanced to 3 ' bgs to assess subsurface conditions <br /> beneath the dispenser and product lines and three groundwater monitoring wells, <br /> MW- 1 through MW-3 , were drilled to approximately 25 ' bgs to assess the <br /> subsurface water beneath the site. Initial subsurface water was encountered at 10 . 5 ' <br /> bgs. Boring B-4 located northwest of the former USTs identified maximum TPH-g, <br /> a BTEX (Benzene, Toluene, Ethylbenzene, and Xylene) , and MTBE (MethyWert <br /> Butyl Ether) as 1 ,300 mg/kg, 180 . 7 mg/kg, and 110 mg/kg, respectively at 10 .2' bgs. <br /> lGroundwater samples were collected from monitoring wells MW- 1 , MW-2 , <br /> J' and MW-3 on August 30, 1996 and April 21 , 1997 by Twinning. <br /> In January of 1998 , Blakely Environmental Investigations, Inc . (BEII) <br /> advanced four (4) groundwater monitoring wells (MW-4 through MW-7) to assess <br /> 1 the extent of subsurface contamination beneath the site . Soil samples were collected <br /> every five feet. Laboratory analysis of soil samples identified no detectable <br /> concentrations of TPH-g, BTEX, or MTBE . <br /> In January 2000, BEII advanced two borings (13-5 and B-6), installed four <br /> additional groundwater monitoring wells (MW4 through MW- 11 ) , and collected <br /> - nine soil vapor samples for a soil vapor survey as part of an additional site <br /> - - assessment. Soil sample analysis identified no detectable concentrations of <br /> petroleum hydrocarbons with the exception of boring 13-6. Maximum contaminant <br /> levels in B -6 were identified 100 mg/kg as TPH-g, 2, 343 ug/kg as BTEX, and <br /> -4 10 ,600 ug/kg as MTBE at 10' bgs . Maximum soil vapor concentrations were <br /> identified at sample point V5 at 4' bgs . Groundwater samples were subsequently <br /> i � collected from all monitoring wells . <br /> - In May 2002, BEII installed two additional groundwater monitoring wells <br /> (MW42 and MW43) screened from 30' bgs to 40' bgs. Soil sample results <br />!� I <br /> 2 <br />
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