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ARCHIVED REPORTS_XR0004387
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PR0539293
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ARCHIVED REPORTS_XR0004387
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Last modified
11/20/2019 3:28:46 PM
Creation date
11/20/2019 3:21:34 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004387
RECORD_ID
PR0539293
PE
2957
FACILITY_ID
FA0022465
FACILITY_NAME
VALLEY MOTORS
STREET_NUMBER
800
Direction
E
STREET_NAME
MAIN
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
800 E MAIN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> 4.1 Installation of Test Boring and Wells <br /> f� <br /> In order to perform an enhanced bioremediation pilot test, a liquid medium containing a culture <br /> of hydrocarbon-degrading bacteria must be introduced directly into the zone of contaminated <br /> soil At the Valley Motors site, this zone is the sand bed that spans the interval between 20 and <br /> 35 feet None of the existing monitor wells are screened within this interval, making them <br /> unsuitable for innoculation Therefore, a 10-inch-diameter soil boring(BT-1 in Figure 5) will be <br /> drilled to the base of the sand bed Depending on groundwater fluctuations, the water tal)le will <br /> probably be near the base of the sand bed and both the vadose and saturated zones will lie <br /> influenced by the innoculum Prior to innoculation, a regenerative blower will be connected to <br /> monitoring well VM-2 and air will be infected under pressure into the soil and groundwater in <br /> order to provide an oxygen source Boring BT-1 will then be innoculated with 100 gallons of <br /> innoculum (Figure 6) After the innoculum has infiltrated the soil, the boring will be backfilled <br /> with grout to the surface <br /> Soil vapor extraction requires an extraction well that is screened within the vadose zone (above the <br /> water table), so that air from the dry soil can enter the well and be withdrawn under a vacuum To <br /> perform this test, an extraction well will be drilled with 10-mch diameter augers to a df pth of 35 <br /> feet and screened with 4-inch diameter schedule 40 PVC casing from 15 to 35 feet below surface <br /> grade (bgs) The well location is shown in Figure 5, and the well design is shown in Figure 7 Soil <br /> . samples will be collected at 5-foot intervals beginning at 15 feet, and up to 5 samples will be <br /> analyzed for TPH-g and BTEX <br /> Air sparging can be used in combination with soil vapor extraction to remove contaminants from <br /> the groundwater Air is injected under pressure into the soil below the water table, and air <br /> bubbles help to transfer the contaminants from the dissolved phase to the vapor phase so that <br /> they can be withdrawn from the vapor extraction well To be most effective, the screened interval <br /> in a sparging well is normally less than 5 feet None of the existing monitor wells are suitable for <br /> this purpose because of their long screened intervals Therefore, a sparging well will be installed <br /> near the vapor extraction well and bioremediation test boring The proposed location of the <br /> sparging well is south of the dispenser island (Figure 5) Like the other test wells, the sparging <br /> well will be drilled to the base of the channel deposit and completed with 2 feet of screened <br /> casing To insure that the screen is located at the base of the channel, the well will be <br /> continuously sampled from 25 feet until the base is reached Details of the well construction are <br /> shown in Figure 8 <br /> 4.2 In-situ Enhanced Bioremediation <br /> Bioaugmentation ("enhanced bioremediation") is a method in which specially prepared cultures <br /> of hydrocarbon-degrading bacteria are infected into the contaminated zone to treat the <br /> contaminants This technique has had varying degrees of success, depending on soil typ-;, <br /> bacterial populations, contaminant type, distribution, and concentration, application methods, and <br /> • other factors The technique has been tested at the laboratory (bench) scale as well as at the field <br />
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