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SR0079530
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Last modified
11/24/2020 3:15:50 PM
Creation date
11/24/2020 3:11:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
RECORD_ID
SR0079530
PE
2903
FACILITY_ID
FA0024812
FACILITY_NAME
LAWRENCE LIVERMORE NATIONAL LABORATORY SITE 300
STREET_NUMBER
0
Direction
S
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
ENTERED_DATE
8/20/2018 12:00:00 AM
SITE_LOCATION
S CORRAL HOLLOW RD
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO. R5-2008-0148 -13- <br /> LAWRENCE LIVERMORE NATIONAL SECURITY, LLC AND <br /> THE U.S. DEPARTMENT OF ENERGY FOR <br /> LAWRENCE LIVERMORE NATIONAL LABORATORY SITE 300 <br /> SAN JOAQUIN AND ALAMEDA COUNTIES <br /> 55.The Discharger used the DLM to evaluate the potential for constituents, <br /> except VOCs, in cooling tower effluent to impact beneficial uses of underlying <br /> groundwater. The lowest appropriate water quality limits protective of <br /> beneficial uses of groundwater were selected for the model endpoints. By <br /> applying an attenuation factor of 10 for areas where groundwater is less than <br /> or equal to 30 feet bgs and an attenuation factor of 100 for areas where <br /> groundwater is greater than 30 feet bgs, the Discharger determined that all <br /> constituents detected in the cooling tower blowdown were lower than the DLM <br /> value, indicating the discharges are not predicted to negatively affect <br /> groundwater. However, the Regional Water Board has since concluded that <br /> salts do not attenuate; therefore, an attenuation factor of one (1) should be <br /> applied for salts. In response to this conclusion, the results of the <br /> Discharger's analyses reported in the 28 January 2005 report were revised to <br /> reflect an attenuation factor of 1 for salts as shown on Attachments 16 and <br /> 21, parts of this Order. Concentrations of conductivity (measured as SC), <br /> sulfate, sodium, and TDS in the cooling tower effluent exceed water quality <br /> goals. Concentrations of chloride were elevated as well and have the <br /> potential to exceed the water quality goal. Background concentrations of <br /> these five constituents in groundwater vary throughout the site and vary in the <br /> different hydrostratigrahic units. Concentrations observed in existing monitor <br /> wells upgradient of the percolation pits range from just below to significantly <br /> above the water quality goals (see Attachment 17). <br /> 56.For discharges of cooling tower effluent, this Order requires the Discharger to <br /> conduct a salinity evaluation and minimization plan; requires the Discharger <br /> to obtain additional effluent information; requires the Discharger to evaluate <br /> fate and transport of salt to ground water; and requires the Discharger to <br /> develop additional information on salinity in the source water and receiving <br /> water. If any cooling tower discharges to percolation pits have degraded <br /> groundwater, the Discharger will be required to monitor groundwater up and <br /> downgradient of those discharges and submit a feasibility study proposing <br /> remedial alternatives to restore beneficial uses of groundwater if it is <br /> determined by the Regional Water Board that the groundwater has been <br /> unreasonably degraded. The Discharger must include a proposal for <br /> implementing a source control program and best practicable technology <br /> (BPT) to reduce pollutants in the discharge. <br /> 57.This Order also requires the Discharger to monitor semi-annually wastewater <br /> discharged to each cooling tower percolation pit as described in MRP No. R5- <br /> 2008-0148. <br />
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