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WORK PLANS_FILE 1
Environmental Health - Public
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PR0545275
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WORK PLANS_FILE 1
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Last modified
2/3/2020 2:01:36 PM
Creation date
2/3/2020 12:24:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545275
PE
3528
FACILITY_ID
FA0005678
FACILITY_NAME
LATHROP SHELL
STREET_NUMBER
16500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
16500 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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r <br /> Remedial Action Plan-Tosco 76 Branded Facility No. 11195 <br /> Tune 21 1999 <br /> A hydraulic conductivity pump test, performed by Alisto, reported conductivity values in <br /> monitoring wells at the site ranging from 2.49 x 10-6 to 2.35 x 10' feet/second, which correspond to <br /> linear groundwater velocities ranging between 0.13 to 12.72 feet/year. The range of groundwater <br /> velocities were calculated using a hydraulic gradient of 0.0006 measured on September 3, 1998, <br /> which is typical for the subject site (Alisto, 1999). After 30 minutes of pumping during the <br /> performance test performed by GR, the hydraulic gradient from MW-6 toward the conductor casing <br /> was 0.016, more than one order of magnitude greater than the typical hydraulic gradient observed <br /> at the site. Drawdown data from MW-6, the furthest on-site well from the conductor casing, <br /> indicate the radius of influence from pumping the conductor casing extends beyond this well. The <br /> shallow cone of depression produced should have some degree of influence throughout a wide area <br /> of the site, given the small groundwater velocities and hydraulic gradients observed at the site. <br /> Approximately 107,760 gallons of groundwater have been removed from the existing and former <br /> tank pits to date. This groundwater removal resulted in a dramatic decrease in petroleum <br /> hydrocarbons concentrations in the groundwater around the former/present UST complex backfill <br /> area. As a result, petroleum hydrocarbon concentrations in the former UST pit/conductor casing <br /> have decreased from 60,000 ppb to not detected for TPHg, 1,500 ppb to 5.3 ppb of benzene, and <br /> 130,000 ppb to 6,300 ppb of MtBE. In addition, MTBE concentrations in wells MW-3, MW-4 and <br /> MW-5 have decreased from 77,000 ppb, 36,000 ppb, and 160,000 ppb in December 1998 to <br /> 12,000 ppb, 4,400 ppb, and 95,000 ppb, respectively, in March 1999. <br /> PROPOSED REMEDIAL ACTION PLAN <br /> GR is proposing to resume groundwater removal from the former UST pit as a remedial <br /> measure. In addition, groundwater removal from the conductor casing uses existing facilities and <br /> requires no construction. Groundwater removal and disposal can begin immediately following <br /> written regulatory concurrence. This remedial options uses existing Tosco facilities for treatment <br /> and disposal of effluent groundwater, thereby eliminating exposure risks and other negative <br /> impacts of on-site treatment of hydrocarbon impacted groundwater. Groundwater removal from <br /> the conductor casing is cost effective and has a minimal impact on the existing service station <br /> operation and its patrons. <br /> Data collected to date indicate that groundwater removal can be an effective remedial option and <br /> cost effective over time. The performance test conducted by GR indicates that removal of <br /> groundwater from the UST backfill (conductor casing) produces a shallow cone of depression <br /> influencing groundwater flow over a wide area of the site. Groundwater removal has reduced <br /> dissolved hydrocarbons in the former UST pit from 60,000 ppb to less than 10 ppb of TPHg, 1,500 <br /> ppb to 5.3 ppb of benzene, and 130,000 ppb to 6,300 ppb of MtBE. Reductions in dissolved <br /> hydrocarbon concentrations in some on-site monitoring wells have also been observed since <br /> groundwater removal began. <br /> 140193.07-1 <br /> 5 <br />
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