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ARCHIVED REPORTS_XR0008796
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543607
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ARCHIVED REPORTS_XR0008796
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Last modified
10/10/2020 10:16:44 PM
Creation date
7/9/2020 10:08:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008796
RECORD_ID
PR0543607
PE
3528
FACILITY_ID
FA0006343
FACILITY_NAME
STOCKTON MOBIL 3*
STREET_NUMBER
2358
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14118221
CURRENT_STATUS
02
SITE_LOCATION
2358 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Former Beacon Station No 12419 March 18,2002 <br /> Stockton Caltfomla Problem Assessment Re ort/Correctrve Action Plan <br /> i. 10 2.3 In-Situ Bioremediation <br /> This remediation alternative involves the stimulation of microflora or bacteria facilitating <br /> biodegradation of petroleum hydrocarbons Stimulation of the microbes is achieved by <br /> introduction of nutrients and oxygen into the saturated zone through existing wells or <br /> trenches <br /> 10.3 Dual—Please Soil and Groundwater Remediation <br /> Dual-phase extraction (DPE) is an in-situ technology that uses an applied vacuum to remove <br /> various combinations of impacted groundwater, free-phase petroleum product, and <br /> hydrocarbon vapor from the subsurface Extracted liquids and vapor are collected, separated <br /> and treated aboveground using conventional treatment equipment The high vacuum <br /> (greater than 300 inches of water column) applied to the subsurface by the DPE creates <br /> • vapor-phase gradients toward the vacuum well These vapor-phase pressure gradients are <br /> also transmitted directly to the subsurface liquids present, and those liquids existing in a <br /> continuous phase will flow toward the vacuum well in response to the imposed gradient The <br /> higher the applied vacuum, the larger the hydraulic gradients that can be achieved in both <br /> vapor and liquid recovery rates These recovery rates are typically greater than those <br /> achieN ed using convention (low vacuum) technologies <br /> The relatively high vacuum achievable with DPE is generally effective in extracting liquids <br /> from relatively uniform soils with permeabilities as low as 10-11 cm2 DPE is difficult to <br /> apply at sites where the water table is located less than 3 feet below surface grade (bsg) <br /> This difficulty is due primarily to the high potential for airflow short-circuiting due to large <br /> vertical airflow rates in the immediate vicinity of the extraction well Currently, <br /> groundwater at this site is approximately 55 feet bsg <br /> 419PARCAP3-02 doc 23 <br /> Project No 1419 23 HORIZON EMRONMENTAL INC. <br />
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