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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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EHD - Public
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Vol <br /> Migration of free phase gasoline proct has been identified immediately northwest of <br /> the building as identified in MW43 ./ The contaminant concentration increases <br /> significantly from east to west in the excavation extending from Industrial Drive 40' east <br /> of the building to edge of the prefabricated, moveable structure. Gasoline, BTEX and <br /> MTBE increased by one to two orders of ma <br /> from the east side samples, ENS and <br /> ESS, collected at 14' bgs (beneath groundwaf foto the northwest side sample, WNS, also ma <br /> collected at 14' bgs adjacent to the building wall. Contamination concentrations in soil <br /> samples collected 4' beneath the water table in WNS identified 2,500 ppm TPH-gasoline, - I, <br /> 1,207 ppm BTEX and 26 ppm MTBE. The two eastside samples collected at 14' bgs <br /> identified TPH-gasoline at,810 ppm, BTEX at 3'6pem and MTBE at 11 ppm. <br /> aeAdVetd01 . of 17WO I <br /> It is proposed that the prefabricated building be moved and excavation be completed <br /> under the building to remove the majority of the gasoline product layered under the <br /> water. Excavation will extend as needed under the building based upon the significant <br /> increase from the east side of the excavation in a westerly direction to the edge of the <br /> building. TPH-gasoline, BTEX and MTBE concentrations identified at 10' bgs in soil <br /> samples collected immediately above the groundwater in monitoring MW- 13 identified <br /> apparent free phase concentrations of TPH-gasoline at 700 ppm, BTEX at 115 ppm and <br /> MTBE at 37 ppm. MW- 13 is approximately 4.0 ' vrPC� 10' north of the movable <br /> building. The identification of increasing free phase gasoline beneath the water as the <br /> building is approached in a westward direction and the identification of floating free <br /> phase product northwest of the building confirm that the free phase source of <br /> contamination is migrating under the movable shed. only kwna� 45 <br /> Groundwater samples collected in MW4 and MW4C est of the building also identify <br /> significant dissolved phase gasoline product concentrations in an elliptical shaped <br /> westward plume migrating under the building and extending westward to MW-9 <br /> hydraulically down gradient of the source area. '\ cn e' ,O, <br /> CSI proposes immediate excavation prior to long term clean up to remove the layered <br /> free phase contaminants providing a driving head for significant plume expansion, at <br /> least 260' laterally and unknown vertically. <br /> It is estimated that removal of majority the free phase product inverted under the water <br /> and in the groundwater will require anexcavation approximately 30' north to south and <br /> extending approximately 60 ` from the eastern edge of the free phase source to the point <br /> of attenuation of the source. <br /> The property owner supports that the pre-fabricated steel shed adjacent to the west side of <br /> the free phase gasoline and oxygenate plume be moved northward during excavation. A <br /> mobile laboratory will be operated on site to confirm visual observation of the excavation <br /> of this inverted LNAPL layer. <br /> The identification of surging sands during advancement of well NM. 14 to 40' bgs and <br /> the significant concentrations of gasoline, aromatics and oxygenate beneath the <br /> groundwater support that migration can be occurring in numerous permeable zones as <br /> discussed in our past meeting. <br />
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