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2900 - Site Mitigation Program
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PR0522496
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/15/2019 5:26:40 PM
Creation date
2/15/2019 2:44:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Mr. Richard Bokides • - 2 - 6 November 2000 <br /> Mr.Nick Dingsa <br /> 1,2-DCA, tertbutyl alcohol, ethanol and methanol were detected at lesser concentrations. The MTBE <br /> groundwater contamination is posing a potential threat to several neighboring domestic wells. <br /> The remediation contractor will implement a groundwater pump-and-treat system at the site utilizing 8 <br /> groundwater extraction wells. Groundwater from the eight wells will be extracted at a cumulative rate of <br /> approximately 25 gallons per minute or a total of 36,000 gallons per day. The extracted water will be <br /> passed through a series of activated carbon and treated media filters to remove the petroleum <br /> constituents. The treatment system will meet the effluent limitations listed in Section C of Order No. <br /> 5-00419 (enclosed). Treated water will be discharged via a buried 2-inch PVC pipe into the private <br /> agricultural tail water return Coldani Ditch which is located roughly 450 feet south of the site and <br /> treatment system. <br /> NITRATES <br /> Elevated nitrate levels are common within the shallow groundwater in the general site vicinity. An <br /> initial groundwater sample collected from beneath the site was screened for a variety of contaminants in <br /> addition petroleum contamination. Nitrate was reported at 46 mg/1 as NO3, which just exceeds the <br /> state's drinking water maximum contaminant level (MCL) of 45 mg/1 nitrate as NO3. The project <br /> environmental contractor indicates that the granular activated carbon will most likely not remove the <br /> nitrate from the effluent. There are no promulgated acute or chronic freshwater aquatic life criteria for <br /> nitrate. <br /> Coldani Ditch is a private agricultural ditch, which flows to Upland Canal. Upland canal is an additional <br /> agricultural supply and drainage ditch with significant dilution compared to that of Coldani Ditch. There <br /> are presently no municipal or private drinking water intakes located on either water body. Significant <br /> nitrate dilution would also be attained at White Slough and additionally; there are no domestic uses of <br /> White Slough in the immediate vicinity of the confluence of Upland Canal's with White slough. <br /> The Discharger is being asked to additionally monitor for nitrates in the effluent and receiving water on a <br /> monthly basis. If nitrate concentrations are observed to appreciably increase or a detrimental impact to <br /> receiving waters is observed (i.e. increased bio-stimulation), this Order will be revoked and the <br /> Discharger will be required to pursue an individual National Pollution Discharge Elimination System <br /> (NPDES) permit for the project that may include a requirement for nitrate treatment. <br /> PUBLIC NOTIFICATION <br /> Pursuant to Section D of Attachment A of the General Order 5-00-119, the consultant for the Discharger <br /> published and sent a public notification letter to all recorded landowners within a 500-foot radius of the <br /> site and proposed discharge location. The letter was dated 9 October 2000 and requested written or <br /> verbal response within 14 days of the date of the letter. To date, neither Board staff nor the Discharger's <br /> consultant has received a response. Certified mail receipts were received for 8 of the 9 owners who were <br /> contacted. Board staff has made several unsuccessful attempts at contacting the remaining landowner. <br />
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