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2900 - Site Mitigation Program
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PR0508462
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/30/2020 12:22:14 PM
Creation date
1/30/2020 11:02:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508462
PE
2960
FACILITY_ID
FA0008093
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
9504
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
9504 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2003-XXXX • 2 <br /> CONTIGROUP COMPANIES <br /> FRENCH CAMP GRAIN ELEVATOR <br /> ENHANCED BIOREMEDIATION PILOT STUDY <br /> SAN JOAQUIN COUNTY <br /> 6. The Discharger will inject four pounds of HRC®per linear foot of vertical depth in the <br /> water bearing zone. Regenesis, the manufacturer of HRC®,provides software to <br /> determine the dosing volume. Four pounds of HRC®per linear foot is the minimum <br /> dosage rate recommended by Regenesis. <br /> 7. The Discharger will collect baseline samples a minimum of two weeks prior to the injection <br /> of HRC® and routine monitoring of the new well and existing monitoring well MW-4B for <br /> volatile organic compounds, metals, and general chemistry parameters, as required in the <br /> attached MRP No. R5-2003-XXXX. The estimated groundwater flow velocity is 10 feet <br /> per year. The new well will be installed about eight feet downgradient of the pilot study <br /> treatment zone. The HRC® is estimated to radiate out about five feet. Based on this, the <br /> Discharger estimates that within four months the HRC®will reach the newly installed well. <br /> 8. Bench-scale testing was not performed because the most common mechanism of <br /> degradation of chlorinated compounds is reductive dechlorination where the chlorinated <br /> compounds serve as electron acceptors and carbon is the main electron donor. Injecting <br /> HRC®will stimulate growth of indigenous microorganisms by providing a carbon <br /> substrate, therefore'accelerating the reductive dechlorination process. The Discharger <br /> has determined that HRC®injections will reduce pollutant concentrations because <br /> monitoring data has shown that reductive dechlorination is occurring under anaerobic <br /> conditions and carbon tetrachloride is breaking down. <br /> 9. Byproducts from the injection of HRC® may include carbon dioxide, reduced forms of <br /> sulfate such as hydrogen sulfide, and breakdown products of carbon tetrachloride, such as <br /> chloroform and methylene chloride. These byproducts are expected to be intermediate <br /> compounds. The Discharger will monitor for these byproducts along with the constituents • <br /> listed in Finding 7 in accordance with the attached MRP No. R5-2003-XXXX. 1 <br /> 10. In the event that HRC® reaches monitoring well MW-4B during the one-year pilot study, 1 <br /> the Discharger will implement a pump and treat system. The Discharger will install up to <br /> 10 extraction wells screened in the B water bearing zone. Recovered water would be <br /> treated using granular activated carbon and/or air stripping and then temporarily stored on <br /> site pending transport to the Stockton Regional Wastewater Control Facility. The <br /> Discharger may also submit a Report of Waste Discharge to reinject the treated water if <br /> initial results show that groundwater extraction may be a long term corrective measure. <br /> 11. The injection to waters of the State is subject to regulation under the California Water Code. <br /> This Order authorizes the Discharger to inject HRC®groundwater subject to specific <br /> discharge requirements. <br /> 12. The Water Quality Control Plan for the Sacramento River and San Joaquin River Basins, <br /> Fourth Edition (hereafter Basin Plan) designates beneficial uses, establishes water quality <br />
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