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ARCHIVED REPORTS_XR0004215
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PR0545493
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ARCHIVED REPORTS_XR0004215
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Last modified
3/12/2020 7:38:14 AM
Creation date
3/11/2020 8:26:14 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004215
RECORD_ID
PR0545493
PE
3528
FACILITY_ID
FA0009460
FACILITY_NAME
Stockton Center - EBMUD
STREET_NUMBER
1804
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14505027
CURRENT_STATUS
02
SITE_LOCATION
1804 W MAIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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r.. <br /> performed, including a plate count and bench scale study, to further establish that the <br /> t bioremediation would be successful without negative side effects. Slug testing was <br /> performed at the site by Black & Veatch in January 1994 to facilitate extraction and <br /> injection well design. A CAP was prepared as an addendum to the ASA/RO, <br /> Addendum No. Y to the Additional Site Assessment and Remedial Options Report: <br /> L' Remedial Action Plan, Black & Veatch, September 1994, and was submitted in <br /> September 1994 to the SJCPHS and RWQCB. <br /> to Because reinjection was proposed, a waste discharge permit was required by the <br /> RWQCB. The RWQCB raised several concerns regarding the addition of nitrogen <br /> t`, to the aquifer and the hydraulic capture of the bioremediation system. A bench scale <br /> study was performed to evaluate residual nitrogen levels and a short duration step <br /> draw down test was conducted to further estimate the range of transmissivity in the <br /> aquifer. The step draw down test was used in place of a constant rate pump test to <br /> minimize the amount of water extracted and requiring disposal. The groundwater <br /> w• extraction and injection system was then modeled to determine optimum extraction <br /> and injection rates while achieving hydraulic control. An extraction and injection <br /> system was designed and presented in Addendum No. Y to the Remedial Action Plan, <br /> Black & Veatch, April 1995. The SJCPHS approved the CAP and addendum and <br /> the RWQCB issued a general waste discharge permit in May 1995. <br /> Additional groundwater data gathered during the lengthy permitting process <br /> indicated that the plume was stable and passive bioremediation was occurring at the <br /> +� site. In March 1996, the concentration of benzene in MW-8 was determined to be <br /> 3.3 ppb. The chemical was not detected in wells MW-1 and MW-9. Although it is <br /> possible to treat benzene at this low concentration to meet California MCLS, <br /> treatment options are not cost-effective. Since initiating the groundwater monitoring <br /> program in September 1993, benzene concentrations in groundwater have decreased <br /> almost 50-fold through natural degradation. The benzene concentration in well MW- <br /> 8 is approaching the drinking water standard using no treatment within 2-1/2 years. <br /> Also during this time, research conducted by a team of scientists from University of <br /> California institutions and Lawrence Livermore National Laboratory for the State <br /> Water Resources Control Board recommended that passive bioremediation be the <br /> remedial alternative and "unless there is a compelling reason otherwise, close cases <br /> after source removal to the point of residual FHC (fuel hydrocarbon) saturation" <br /> L. (Recommendation to Improve LUFTs, pg 19). Due to the low-risk nature of residual <br /> hydrocarbons in groundwater and the effectiveness thus far of passive bioremediation, <br /> 96R7 Fast Bay Municipal Utility District <br /> 40429700.fcr 8 Final Closure Report <br /> ;r <br />
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