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SR0079530
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SR0079530
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Entry Properties
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 -9- <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 /> of this Order. Results of routine monitoring of evaporation sewage pond <br /> influent and in-pond samples are show in Attachment 9, of percolation <br /> sewage pond influent are shown on Attachment 10, and for groundwater on <br /> Attachment 11. Attachments 12, 13, and 14 provide additional water quality <br /> monitoring results of sewage evaporation pond influent (cation/anion scan <br /> with ion balance, dissolved metals, and nutrients and coliform organisms) <br /> collected to support renewal of the WDRs. <br /> 36.This Order continues the existing groundwater monitoring program with the <br /> addition of two downgradient monitoring wells and analyses for chloride, <br /> sulfate, TDS, sodium and metals to the groundwater monitoring program for <br /> the sewage ponds. The added constituents were found to be elevated in <br /> mechanical equipment discharges and in sewage sludge. <br /> 37.During the summer, evaporation from the sewage evaporation pond exceeds <br /> the influent flow to the sewage evaporation pond. In order for the sewage <br /> evaporation pond to function properly, the Discharger supplements the <br /> influent with groundwater from the on-site supply Well 20, when necessary. <br /> Under the CERCLA project, in 2005 the Discharger achieved the groundwater <br /> cleanup standard for VOCs in the eastern General Services Area (EGSA) and <br /> subsequently shut down the groundwater treatment system. The Discharger <br /> is required to continue groundwater monitoring to determine if the VOC <br /> concentrations increase or "rebound". Should rebound occur, additional <br /> treatment may be required under the CERCLA project. If additional <br /> groundwater treatment becomes necessary in the EGSA, the Discharger has <br /> the option of discharging a portion of the treated groundwater from the EGSA <br /> treatment facility to the sewage evaporation pond when water is needed to <br /> make up for excessive evaporative losses during the summer. Approximately <br /> 1,000 to 1,500 gpd of treated groundwater could be discharged into the <br /> sewage evaporation pond during the summer months. <br /> Mechanical Equipment Wastewater Percolation Pits <br /> 38.The five mechanical equipment wastewater percolation pits receive <br /> mechanical equipment wastewater from Buildings 806A, 827A, 827C, 827D, <br /> and 827E, which are in the High Explosives Process Area and Chemistry <br /> Area in the southeast area of the site. The buildings that have mechanical <br /> equipment percolation pits are shown on Attachment 2. The percolation pits <br /> are approximately 50 to 200 feet from the buildings. Mechanical equipment <br /> wastewater includes discharges from boilers, vacuum pumps, pressure relief <br /> valves on hot water/steam equipment, humidifiers, filter drains, and water <br /> softeners, as well as condensates from air compressors, air conditioners, and <br /> refrigeration units. Maximum discharge to the mechanical equipment <br />
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