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ARCHIVED REPORTS_XR0010358
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2900 - Site Mitigation Program
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PR0543041
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ARCHIVED REPORTS_XR0010358
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Last modified
5/18/2020 3:14:47 PM
Creation date
5/18/2020 2:53:57 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010358
RECORD_ID
PR0543041
PE
2960
FACILITY_ID
FA0024604
FACILITY_NAME
HUMAN SERVICES AGENCY
STREET_NUMBER
145
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14912016
CURRENT_STATUS
01
SITE_LOCATION
145 S SUTTER ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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5.3 ALTERNATIVE_3 INSITU BIOREMEDIATION <br /> Alternattve_Descnption <br /> This alternative consists of installing a series of wells for placement of an oxygen releasing <br />' compound into groundwater within the plume. The wells would be spaced 10 feet apart. One <br /> row of wells would be installed parallel to the width of the plume near the south end (aligned <br /> with MW-2A) The second row would be placed in the middle of the plume. Approximately <br /> 20 wells would be installed. The number of wells to implement this alternative was <br /> approximated by using an estimate of the groundwater velocity to distribute the dissolved <br /> oxygen. The velocity of the groundwater was estimated to be 6.7 feet/year based on hydraulic <br /> conductivity (slug test data- WESTON, 1992) and the current groundwater gradient(WESTON, <br /> 1997) Twenty wells are required to distribute oxygen throughout the estimated significant <br /> portion of the contaminant plume in approximately 5 years <br /> Four-inch diameter PVC wells would be drilled to the bottom of the contaminated zone These <br /> wells would be installed to depths of approximately 70 feet and be screened over the entire <br /> groundwater interval The magnesium peroxide compound would be placed in permeable <br /> membranes and lowered into the wells where contact with groundwater would initiate the release <br /> of oxygen It is estimated that the peroxide compound would be replaced approximately every <br /> 8 months as it is used up <br /> Time release of oxygen would oxygenate the groundwater, which would carry oxygen to the <br /> microbes and enhance the biodegradation of the BTEX compounds Since groundwater travels <br /> approximately 6 7 feet a year, this system would need to operate for approximately 5 years <br /> Changes in the contaminant levels would be monitored by ground water sampling to determine <br /> when the process could be discontinued Groundwater sampling would be performed every 6 <br /> months, and would include MW-2, MW-2A, MW-3, MW-6, MW-7, and MW-9 and two new <br /> wells, one deep (screened at 65 to 75 feet bgs) and one shallow (screened across the water table) <br /> Lto be installed near MW-2A Groundwater monitoring would be conducted for a period of 6 <br /> years <br /> tEffectiveness This alternative is expected to be effective Biodegradation of BTEX occurs <br /> under most circumstances when supplied with oxygen Because oxygen is generated in the <br />' contaminant source area, the source is destroyed in place; this technology is more effective than <br /> other technologies that try to remove the source through diffusion or other mass transfer <br /> mechanisms The effectiveness of this alternative will ultimately depend upon the radius of <br />' influence and downgradient dispersion of the oxygenated water <br /> There may be some uncertainty as to the uniformity of treatment because of the variability in <br /> aquifer characteristics and because the efficacy of the process is more difficult to verify <br /> LIPR0JECiSISANM\HSMACr10NPL 39 <br />
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