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2900 - Site Mitigation Program
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PR0543041
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Entry Properties
Last modified
5/18/2020 2:52:24 PM
Creation date
5/18/2020 2:42:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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%. ✓ <br /> Microorganisms obtain energy for reproduction and cell maintenance by expediting the transfer ofelectrons <br /> from electron donors to electron acceptors. This results in the oxidation of the electron donor and the <br /> reduction of the electron acceptor. Electron donors at the site are natural organic carbon and fuel <br /> hydrocarbons. Fuel hydrocarbons are completely degraded if they are utilized as the primary electron <br /> donor for microbial metabolism. Electron acceptors are typically elements or compounds that occur in <br /> relatively higher oxidation states and include oxygen,nitrate,ferrous iron,sulfate,and carbon dioxide. <br /> Microorganisms preferentially utilize electron acceptors while metabolizing fuel hydrocarbons. Dissolved <br /> oxygen is utilized first as the primary electron acceptor. After the dissolved oxygen is consumed,anaerobic <br /> ►- microorganisms use electron acceptors in the following order ofpreference:nitrate,ferrous iron,sulfate, <br /> and finally, dissolved carbon dioxide. <br /> Depending on the type of electron acceptors present,pH conditions, and redox potential,anaerobic <br /> biodegradation can occurby denitrification,ferrous iron reduction,sulfate reduction,or methanogenesis. <br /> Other,less common anaerobic degradation mechanisms,such as manganese reduction,may dominate if <br /> the physical and chemical conditions in the subsurface favor use of these electron acceptors. <br /> 4.2.3.2 Evaluation <br /> Evidence supporting the effectiveness ofintrinsic remediation off iel hydrocarbons at the site is supported <br /> by trends in benzene and TPH-g concentrations in groundwater from source wells MW-2 and MW-2A <br /> (Figure 4-1). There has been limited sampling in monitoring well MW-2 in the past due to problems with <br /> water levels in the well during drought conditions;however,available data show a 23 percent decrease in <br /> benzene and a 25 percent decrease in TPH-g from December 1988 to December 2005. Monitoring well <br /> MW-2A shows a 98 percent decrease in benzene and a 95 percent decrease in TPH-g from July 1995 <br /> to December 2005. In Figure 4-1,die curve representing MW-2A follows a typical logarithmic function, <br /> with a significant drop in contaminants over a short time period followed by a steady decrease and leveling <br /> off. The curve representing MW-2 does not show an initial decrease quite as significant as in MW-2A; <br /> however,this well shows a sharp rebound before beginning its steady,downward trend. It is also apparent <br /> in both wells that benzene and TPH-g levels have leveled offsince August 2000. Minor fluctuations are <br /> still occurring,but a dramatic downward trend in recent years is not apparent. <br /> Additional information supporting the effectiveness ofintrinsic remediation offuel hydrocarbons at the site <br /> is that all other monitoring wells consistently show non-detect or low levels of BTEX compounds and <br /> TPH-g(Table 3-2). <br /> Intrinsic remediation is not appropriate where there are imminent risks to human health and the environment; <br /> however,this is not the case at the site. The site is located in an urban environment where the existing <br /> contamination in the groundwater is under city streets,sidewalks,or buildings. Underground access is <br /> ` restricted by permit applications through the City of Stockton and San Joaquin County. The nearest <br /> surface water is the Mormon Slough,which is located approximately 0.5 mile south(crossgradient)ofthe <br /> ` site. There is no current groundwater usage within approximately 1 mile downgradient ofthe site,and <br /> 12 <br />
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