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ARCHIVED REPORTS_XR0002653
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PR0545259
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ARCHIVED REPORTS_XR0002653
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Last modified
1/31/2020 4:29:55 PM
Creation date
1/31/2020 3:04:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002653
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br /> February 14, 1997 <br /> Page 5 , <br /> . November 1990. SVE was initiated The SVE system was operated from November <br /> 1990 until November 1992, with a 7 month hiatus from February to September 1992 <br /> Results of SVE operation are presented in a table included in Attachment A <br /> Between July 1991 and June 1993 Groundwater Technology, Inc (GTI) completed <br /> five groundwater monitoring wells (MW-9 through MW-13) and one SVE well (V-6) <br /> The groundwater monitoring wells were completed to a maximurn depth of 75 feet bgs <br /> and SVE Well V-6 was completed to 29 feet bgs TPPH-g and benzene were only <br /> detected iii the samples collected from the borings for Well MW-9 and SVE Well V-6 <br /> The sample collected at 26 feet bgs in the boring for Well MW-9 located proximal to the <br /> northern corner of the former UST complex reported the maximum concentration of <br /> petroleum hydrocarbons at 3,900 ppm TPPH-g and 1 7 ppm benzene (Figure 2, <br /> Table 2) <br /> October 1993. Chevron created a fate and transport model (October 13, 1993) to <br /> predict the downgradient concentrations of dissolved benzene from Monitoring <br /> Well MW-1 1 (Attachment B) Well MW-1 1 had consistent benzene hits since its devel- <br /> opment in May 1992 until October 1993 The model used by Chevron estimated the half <br /> life of the dissolved benzene and the total migration distance for benzene from <br /> Well MW-1 1, the most downgradient monitoring well on site Using the following <br /> assumptions, the velocity of groundwater, velocity of benzene, distance of benzene <br /> impact from Well MW-1 1, and the degradation rate for benzene were calculated The <br /> assumptions for the model were steady-state site conditions, no additional hydrocarbon <br /> mass added, and a constant degradation/attenuation rate <br /> The model was tested against actual groundwater data and found to be 95 percent accu- <br /> rate for Well MW-3, however the model predicted much lower benzene concentrations <br /> ` at Well MW-1 I than were actually observed Chevron suggested that this may be due to <br /> another source area, possibly on or off site I <br /> The outcomes predicted by the model were as follows <br /> 1 The estimated distance downgradient from Well MW-11 to the <br /> 10 parts per billion (ppb) concentration contour would be 165 feet <br /> 2 The estimated time it would take to degrade the initial dissolved <br /> benzene concentration in Well MW-11 (1,500 ppb) to 10 ppb would <br /> take 7,197 days or 20 4 years <br /> December 1993. Three 50-foot confirmatory soil borings (S13-1, SB-2, and SB-3) were <br /> drilled by GTI near the former 10,000-gallon gasoline UST complex to determine the <br /> effectiveness of the SVE system (Figure 2) In addition, two 66 5-foot borings were <br /> drilled and converted to Wells MW-2R and MW-14 to replace Well MW-2, and to <br /> 1201337DCLOSITRE3 <br />
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