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ARCHIVED REPORTS_XR0002278
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545202
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ARCHIVED REPORTS_XR0002278
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Last modified
1/27/2020 11:13:27 AM
Creation date
1/27/2020 10:01:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002278
RECORD_ID
PR0545202
PE
3528
FACILITY_ID
FA0003124
FACILITY_NAME
7-ELEVEN INC. STORE #20304
STREET_NUMBER
455
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
455 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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W Remedial Action Plan Addendum January 14, 1993 <br /> Southland Store No. 20304, 455 Grant Line Rd., Tracy, CA 7 <br /> and 470 parts per billion (ppb), respectively. These concentrations are an order of magnitude below <br /> the average concentrations reported for MWA and MW-8 during the March to September 1992 <br /> sampling period. Assuming an average pumping TPH-G concentration of 500 ppb, that carbon has <br /> a 5 percent adsorption (by weight) capacity for petroleum hydrocarbons, and a Horn► rate of 40 gpm, <br /> the saturation time of one 1,0004b GAC unit is calculated to be approximately 200 days. A <br /> �- conservative estimate of potentially extractable TPH-G mass from the dissolved-phase is 50 lbs, <br /> because the two proposed GAC units have a combined TPH-G adsorption capacity of approximately <br /> 100 lbs. Assuming source removal is achieved in conjunction with groundwater extraction, the <br /> original carbon in the two GAC units has sufficlent capacity to treat the extracted groundwater to <br /> permissible limits for the duration of the project. <br /> V <br /> The effluent wastewater from the GAC units will discharge under the force of gravity to a <br /> downgradient storm main tie-in located approximately 150 feet north of the site on Buthmann <br /> Avenue. The extraction/treatment system module will be constructed off site, then delivered and <br /> +� installed adjacent to the west end of the existing site structure. The system will be designed to shut <br /> down in the event of a high-pressure condition within the treatment unit or a low water level in the <br /> groundwater extraction well. The treatment system's conditional status will be continuously <br /> Nwe monitored by a remote telemonitoring system linked to the Groundwater Technology Concord office. <br /> Figure 6 illustrates the proposed extraction/treatment system layout relative to existing site <br /> landmarks. <br /> 3.2 System Permits <br /> +.• Before the construction/installation phase can proceed, permits must be obtained from the <br /> appropriate local and regional authorities. A description of the permit requirements is presented <br /> i below: <br /> Discharge Permits. Permits to discharge treated groundwater to both surface waters and <br /> to land will be obtained from the RWQCB-CV under the authority of the General Order <br /> program. Because the Phase I technical approach does not involve generation of off-gas, <br /> permits from the San Joaquin Valley Air Pollution Control District (SJVAPCD) will not be <br /> required at this time. The SJVAPCD issued an Authority-to-Construct (ATC) to Southland for <br /> +- this site that does not expire until August 4, 1994. If the Phase II remedial strategy requires <br /> A3263AI-SLL <br /> GROUNDWATER <br /> EILD TECHNOLOGY,INC. <br /> 4 <br />
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