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2900 - Site Mitigation Program
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PR0526345
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2019 3:57:12 PM
Creation date
2/5/2019 3:45:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0526345
PE
2957
FACILITY_ID
FA0017827
FACILITY_NAME
FLAG CITY SHELL
STREET_NUMBER
6437
Direction
W
STREET_NAME
BANNER
STREET_TYPE
ST
City
LODI
Zip
95242
APN
05532019
CURRENT_STATUS
01
SITE_LOCATION
6437 W BANNER ST
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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New West Petroleum #1003 • 3 - 3 April 2008 <br /> Lodi, San Joaquin County <br /> and discharged to the storm sewers under an existing NPDES general permit. Five additional <br /> groundwater extraction wells (enclosed Figure 4) would be placed in an arc around the front of <br /> the MTBE plume in aquifer zones A and B. Based on previous pump tests, an effective <br /> extraction radius of influence would prevent further migration of the MTBE plume while reducing <br /> offsite MTBE concentrations in groundwater. The necessary flow rate calculated for each <br /> extraction well would be approximately 10 gallons per minute (gpm) to capture the entire MTBE <br /> plume, while the maximum flow rate possible using the 3" submersible pumps is 20 gpm. The <br /> FS proposes that horizontal boring methods be used to reduce the impacts to neighboring <br /> properties from conventional trenching. The estimated cost for the expanded GWP&T remedy <br /> is $600,000 for four years of operation and two years of post-treatment groundwater monitoring. <br /> Recent bids from subcontractors for all alternatives were included in the appendices of the FS. <br /> The FS recommends implementing the expanded GWP&T system as a proven effective <br /> treatment that also provides hydraulic control for the MTBE plume. <br /> Comments: <br /> 1) The FS fulfills the CAO requirement in Order Nos. 12 and 13, and is accepted. <br /> 2) 1 concur to expanding the current interim GWP&T, which has effectively reduced <br /> groundwater concentrations on site, and when properly designed and site conditions are <br /> favorable, is a proven technology for mass reduction while providing protection to <br /> sensitive receptors through hydraulic control of an aquifer. Proceed to develop the plans <br /> and specifications for the GWP&T to be submitted in the Final Remediation Plan (FRP) <br /> as required in CAO Order#15. The FRP, which is due by 1 August 2008, is discussed in <br /> my letter dated 6 February 2008, which responded to CSI's request for a functional <br /> equivalent to the FRP. <br /> 3) While the table of WQGs is correct in listing individual limits, I would caution you to not <br /> use it as the regulatory approved cleanup levels. The table does not include all of the <br /> applicable WQGs for each COPC listed. In fact, the Regional Water Quality Control <br /> Board, Central Valley Region has promulgated WQGs listed in the August 2007 <br /> A Compilation of Water Quality Goals, which are available from the Internet on our <br /> website at <br /> http://www.waterboards.ca.gov/centraIva]ley/water issues/water quality standards limits <br /> 4) Also available at the above web address is the April 2004 Beneficial Use Protective <br /> Water Quality Limits for Components of Petroleum-Based Fuels that include WQGs for <br /> TPHg, which is a COPC. Note that MTBE, at 5 ug/L, is the lowest applicable WQG for <br /> that COPC, as stated in the FS. <br />
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