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ARCHIVED REPORTS XR0001362
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2900 - Site Mitigation Program
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PR0536618
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ARCHIVED REPORTS XR0001362
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Entry Properties
Last modified
3/4/2019 11:57:54 AM
Creation date
3/4/2019 8:20:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001362
RECORD_ID
PR0536618
PE
2960
FACILITY_ID
FA0021026
FACILITY_NAME
STOCKTON CHARTER WAY COMMON PLUME
STREET_NUMBER
440
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Quarterly Status Report-I"Quarter 1998 2 <br /> 1 exaco Seryice Station 440 West Charter Way Stockton CA October 2 1998 <br /> An SVE test was conducted in.lune 1992 using the four existing nested SVE wells The radius of <br /> influence was approximately 25 feet at a flow rate of approximately 25 cubic feet per minute <br /> (cfm) The vapor concentrations of TPHg ranged from 3,300 to 30,000 milligrams per cubic <br /> meter <br /> In September 1993, five soil borings were drilled off site, and monitoring wells were installed in <br /> these borings (MW-13 through MW-17), to further define the extent of subsurface petroleum <br /> hydrocarbons No TPHg was detected to soil samples from borings MW-13, MW-16, and MW- <br /> 17 TPHg was detected in selected samples from MW-14 and MW-15 At this time it was <br /> estimated that there were approximately 5,600 pounds (896 gallons) of TPHg in the subsurface <br /> Separate phase hydrocarbons (SPH) were historically detected in MW-1, but no measurable SPH <br /> has been observed in MW-1 since March 1993 Between May 1989 and December 1989, <br /> approximately 45 gallons of SPH was recovered from MW-1 by hand bailing <br /> Startup of a SVE system utilizing a thermal oxidizer to extract soil vapor from the four nested <br /> SVE wells was conducted at the site on August 28, 1995 The initial TPHg recovery rate was 85 <br /> pounds per day (lbs/day) Between January 1996 and March 9, 1998, the SVE system removed <br /> the equivalent of approximately 6,256 pounds of TPHg The SVE system was shut down on <br /> March 9, 1998 due to low influent concentrations and high water levels <br /> Lithology ` <br /> Soils encountered during drilling consisted of interbedded clay, silt, and sand A bluish gray clay <br /> was found at depths between 39 and 42 feet bgs During drilling in 1993, groundwater was <br /> initially encountered in borings in semi-confined, clayey silty sand horizons below the bluish gray <br /> clay <br /> Hydrogeol9g <br /> Groundwater monitoring wells MW-1 through MW-5 have been monitored from May 1989 to the <br /> present, MW-6 through MW-11 from May 1990 to the present, and MW-13 through MW-17 from <br /> September 1993 to the present Up until 1994, depth to water at the site typically ranged from 39 <br /> to 42 feet bgs Depth to water has decreased since 1994, and in November 1997 was <br /> approximately 25 feet bgs Since November 1997 the groundwater has risen to 19 feet bgs <br /> Groundwater flow is generally to the east or northeast with a gradient of approximately 0 01 ft/ft <br />�� 1 ilc rexaco\Davis\Report\D-CovcrM&S-3rdQ98 LTR wpd <br />
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