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ARCHIVED REPORTS_XR0010788
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0010788
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Last modified
6/12/2020 12:17:19 PM
Creation date
6/12/2020 11:49:44 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010788
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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essentially an oxidation-reduction (redox) reaction where the hydrocarbon is oxidized (donates an <br /> electron) and an electron acceptor (i a oxygen) is reduced (accepts electrons) There are several <br />' compounds that can serve as electron acceptors including oxygen, nitrate, iron oxides, sulfate, <br /> water, and carbon dioxide(Borden and others, 1995) Aerobic microorgamsms use oxygen as the <br /> electron acceptors Anaerobic nucroorganisms use other compounds such as nitrate, iron oxides <br /> (ferric iron), and sulfate as electron acceptors <br /> Natural Attenuation of the residual petroleum hydrocarbons at the project site should occur over <br />' time, however, shallow groundwater at the site and the documented soil contamination at the <br /> soil/water interface appear to reverse and threaten mass reduction of dissolved petroleum <br /> hydrocarbons in the vicinity of MW4 prolonging natural attenuation Due to benzene levels <br />' currently 34 times the MCL in well MW4 and with MW4's close proximity to the municipal <br /> supply well, it is questionable if this alternative would meet regulatory criteria for the protection <br />' of groundwater quality <br /> 10.2 Soil Excavation <br /> Excavation of shallow soil contamination and on-site aeration or off-site disposal to a certified <br /> waste disposal facility would remove the potential source for groundwater contamination <br /> Additionally, standing water in the open excavation can be remediated by pumping the water into <br /> an on-site holding tank for either on or off-site treatment and/or disposal As discussed in <br /> previous sections, underground utilities and above ground structures (municipal well compound, <br /> post office building) have impeded further excavation of the petroleum affected areas and <br /> extensive shoring and/or demolition of the structures would be required Additional soil <br /> excavation at the project site is not economically feasible <br /> 10.3 In-Situ Air SparRing with Soil Vapor Extraction <br /> In-situ air sparging with soil vapor extraction (SVE) has proven effective in reducing volatile <br /> organic compounds (VOCs) and certain semi-volatile compounds In brief, air is infected into the <br /> saturated zone The air forms bubbles that rise to the unsaturated zone, carrying trapped and <br /> dissolved contaminants Vapor extraction wells in the unsaturated zone capture sparged air If <br /> necessary the effluent air can be treated using a variety of vapor treatment options <br /> The advantages of in-situ airs arm with SVE include <br /> g p g g <br />' • Short treatment times, usually 6 months to 2 years under optimal conditions <br /> Readily available equipment and easy installation <br /> • Implementation with nummal disturbance to above ground activities <br /> • Requires no removal, treatment, storage , or discharge considerations for groundwater <br /> • Cost competitive <br /> • Can be used under buildings and other locations that cannot be excavated <br /> w 1943261repotu\sumrpt doc 8 <br /> 1 r <br /> SWFH <br />
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