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ARCHIVED REPORTS_XR0008796
Environmental Health - Public
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2900 - Site Mitigation Program
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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
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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 California Problem Assessment Report/Corrective Action Plan <br /> Soil analytical results from the air sparge well AS-3 boring indicate that gasolene-impacted <br /> soil does not extend laterally northward of the soil boring SB-6 area to the area of air sparge <br /> well AS-3 and monitoring bell MW-11 The dissolved TPHg and oxygenate concentrations <br /> reported in the monitoring well MW-lI groundwater sample and the absence of gasolene <br /> constituents in the air sparge well AS-3 groundwater sample indicate the approximate <br /> northern extent of dissolved gasoline constituents in groundwater The ethanol reported in <br /> the groundwater sample collected from air sparge well AS-3 is likely from the Pel Plug <br /> bentonite because of its high concentration value and the absence of other gasoline <br /> constituents en the sample, and is localized in the vicinity of the well <br /> Utilizing fourth quarter 2001 (30 November 2001) groundwater monitoring data, a vertical <br /> potenteometrec gradient between the top of the AS-2 screened interval (approximately 123 <br /> feet bsg) and the water table in the vicinity of air sparge well AS-2 (approximately 54 feet <br /> bsg as measured in monitoring well MW-9) can be estimated from groundwater level data <br /> collected from monitoring well MW-9 and air sparge well AS-2 which are situated <br /> approximately 12 feet apart The potenteometrec elevations calculated for monitoring well <br /> MW-9 and air sparge well AS-2 were —33 46 and —32 39 feet, respectively The upward <br /> potenteometrec gradient is calculated to be approximately 0 001 The vertical potenteometrec <br /> gradient suggests that dissolved gasolene constituents will not tend to migrate downward <br /> because of differences in hydrostatic potential <br /> 7.0 PROBLEM ASSESSMENT <br /> The distribution of petroleum hydrocarbons in soil was interpreted on the basis of soil <br /> analytical data from previous investigations The distribution of petroleum hydrocarbons in <br /> groundwater was interpreted on the basis of groundwater analytical data from third quarter <br /> 2001 quarterly monitoring <br /> 419PARCAP3-42 doe l I <br /> Project No 1419 23 HORIZON ENVIRONMENTAL INC. <br />
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