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PR0545786
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Last modified
6/1/2020 1:56:21 PM
Creation date
6/1/2020 1:53:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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(up to 8,100 to 14,000 mg/kg at 10 to 11 feet bgs). This indicates that a source of contamination <br /> continues to exist in this area. Previous soil sampling indicated that TPHg concentrations up to <br /> 9,000 mg/kg extend to 25 feet bgs in this area. This is likely residual contamination present <br /> because the groundwater table was deeper than 25 feet bgs prior to the UST removal. <br /> Boring logs indicate that free product may be present in soil and groundwater within the former <br /> UST location extending to at least 16B-8 to the west and MW-3 to the east. Significant,but <br /> lower TPHg concentrations are present in soil (at the groundwater interface) and/or groundwater <br /> in borings 16-B10 to the south, and in boring 16B-7B and well EW-4 to the north. TPHg and <br /> benzene concentrations in groundwater drop off beyond this area in borings 16B-9 and 16B-11, <br /> but appear to be capillary fringe related. <br /> 6.1 Proposed Remedial Method <br /> Previous in-situ remedial systems have not removal the residual contamination around the former <br /> UST location. We propose to excavate the contaminated soil in this area as shown on Figure 3. <br /> The proposed excavation is 30' long by 28' wide by 22' deep. The proposed excavation would <br /> be extended to approximately 4-feet below the groundwater table in order to remove <br /> contaminated groundwater, and contaminated saturated soil. During excavation backfilling, <br /> oxygen release compound(ORC)would be mixed into the backfill below the groundwater table <br /> to assist with enhanced bioremediation of groundwater downgradient of the excavation. <br /> The excavation dimensions were determined after considering the previous and current soil and <br /> groundwater analytical data and the geologic and hydrogeologic data gathered during our recent <br /> investigations,as described below. Excavation contractors have stated that shoring will be <br /> required due to the depth of the excavation into saturated sands. <br /> Groundwater was measured at approximately 18 feet bgs in all 4 of the wells in the excavation <br /> footprint(MW-3,EW-3,EW-4 and VW-5). Similar stabilized groundwater depths were <br /> measured in our recent borings at Area 16. <br /> 9 <br /> 25971014.DGD 7 April 2004 <br />
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