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WORK PLANS FILE 2
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DURHAM FERRY
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1600
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3500 - Local Oversight Program
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PR0544624
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WORK PLANS FILE 2
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Last modified
7/3/2019 6:03:33 PM
Creation date
7/3/2019 3:33:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Cteologtcal reds gics i c. Page 6 <br /> ' IRAP—Pilot Test <br /> Project No. 425.2 <br /> March 21,2005 <br /> ' from the subsurface in the extraction air stream and destroyed above ground via thermal <br /> oxidation or removed with the activated carbon. <br /> ' Soil vapor extraction has proven to be an effective in situ remedial method for soils of a <br /> permeable nature and can also be used to mitigate volatile hydrocarbons in groundwater by <br /> ' drawing air through permeable geologic units above the capillary fringe. <br /> 3.2 Concerns and Limitations <br /> ' • The system is more likely to extract the vapors from the excavation pit area, and will <br /> not affect the ozone sparging system. <br /> • The system is unlikely to show any limitations for this specific site. 7 <br /> ' 4.0 INTERIM REMEDIAL ACTION—In Situ Pilot Test <br /> ' 4.1 Proposed Ozone Sparging (OS) Pilot Testing <br /> Zone A Monitoring wells (MW-1 thru MW-8) have screen intervals between 5 feet to 22 feet <br /> ' bgs. MW-1, MW-2, MW- 4 and MW-5 have historically shown contamination during the <br /> quarterly monitoring events (Table 1). MW-3, MW-7 and MW-8 appear to not be affected <br /> by contamination. MW-1 and MW-2 shows the highest TPH-G contamination in the <br /> ' historical data, and MW-4 and MW-5 also contains significant amounts of gasoline <br /> concentrations historically. <br /> ' GTI proposes to conduct a pilot study to utilize ozone sparging to address the groundwater <br /> plume in the vicinity of MW-1, MW-2, MW-4 and MW-5 as shown in Figure 2. If the <br /> results of the pilot test show that ozone sparging is an effective groundwater remedial <br /> ' alternative, the system will continue to be operated during the remedial phase with some <br /> alterations to the system developed for the pilot test. The alterations can be new injection <br /> points and/or other necessary changes to address the contamination plume. <br /> ' As Shown in Figure 2, GTI proposes eight ozone sparging points. Eight ozone sparging <br /> points as shown in Figure 2 will cover the core area of contamination site. The sparging <br /> ' points will also act like a barrier to control the off site movement of the contamination plume. <br /> Figure 3 indicates the presence of gasoline plume under the Durham Ferry Road in the <br /> downward gradient of groundwater. Table 1 indicates that the gasoline plume did not hit <br /> ' MW-6 and MW-7. GTI will propose to install more ozone sparging points in the <br /> groundwater downward gradient if the pilot testing achieves the expected results to remove <br /> the contamination. f, i <br /> The initial decision to utilize ozone sparging (OS) is analogous to determining if the site is <br /> suitable for air sparging. This is because the basic mechanics of delivering the gas to the <br /> ' subsurface is the same regardless of the gas used. <br />
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