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ARCHIVED REPORTS_XR0008606 CASE 1
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ARCHIVED REPORTS_XR0008606 CASE 1
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Last modified
5/28/2020 2:48:35 PM
Creation date
5/28/2020 2:30:19 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008606 CASE 1
RECORD_ID
PR0505512
PE
2950
FACILITY_ID
FA0006827
FACILITY_NAME
BP/MOBIL SERVICE STATION
STREET_NUMBER
2375
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23207003
CURRENT_STATUS
02
SITE_LOCATION
2375 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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INFORMATION SHEET <br />. MOBIL OIL CORPORATION <br /> FORMER MOBIL GASOLINE SERVICE STATION 10-NP4 <br /> GROUND WATER TREATMENT SYSTEM DISCHARGE <br /> SAN JOAQUIN COUNTY <br /> Mobil 071 Corporation proposes to discharge treated ground water from the cleanup of <br /> an underground gasoline tank leak into a storm drain which is tributary to Sugar Cut, <br /> tributary to Old River, near Tracy The storm drain is operated by the City of Tracy. <br /> Pumped ground water will be treated by passing it serially through two 1,000-1b <br /> exchangeable activated carbon units prior to discharge to the storm drain. The <br /> activated carbon units are regenerated or disposed off-site. When breakthrough of the <br /> lead carbon unit occurs, the lead unit is removed for regeneration, the trailing unit <br /> is placed in the lead position, and a new unit is placed in the trailing position. <br /> After some operational experience in determining the time of breakthrough on the lead <br /> unit, this procedure provide nearly 100% redundancy in the treatment system. The <br /> treatment system will initially be designed for a flow of 3-5 gpm (4200-7200 gpd) of <br /> ground water, but could later be expanded to a maximum of 15 gpm (21,600 gpd) if it is <br /> found that additional ground water must be extracted to assure containment and cleanup <br /> of the ground water plume. <br /> The proposed treatment system should be capable of dependably removing petroleum <br /> constituents and lead to non-detectable concentrations. The 30-day Average effluent <br /> limitations have, therefore, been set to less-than the limit of detection (0.5 pg/1 ) <br /> for benzene, ethyl benzene, toluene, and xylene in EPA Method 602; and to less-than the <br /> limit of detection (0.05 mg/1 ) for Total Petroleum Hydrocarbons by EPA Method 8015. The <br /> Daily Maximum effluent concentrations are established to allow for some effluent <br /> quality variation and the false positive analytical results inherent in analyses near <br /> the limits of detection. For benzene, ethyl benzene, toluene, xylene, and Total <br /> Petroleum Hydrocarbons, the Daily Maximum Effluent Limitation has been set at ten times <br /> the detection limit. <br /> Water quality objectives adopted pursuant to the Inland Surface Waters Plan are <br /> applicable to the discharge. The discharge is considered to be low volume, and <br /> therefore, monitoring for constituents with numerical water quality objectives is not <br /> being required. <br /> The proposed frequency of routine monitoring, quarterly for most constituents, is not <br /> sufficient to determine compliance with the 30-day Average effluent limitations. If <br /> the initial weekly or routine quarterly monitoring show detectable concentrations of <br /> Total Petroleum Hydrocarbons, benzene, toluene, xylenes, or ethyl benzene, the <br /> frequency of monitoring will have to be increased to allow determination of compliance <br /> with the 30-day limits. <br />
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