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ARCHIVED REPORTS XR0000479
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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BENJAMIN HOLT
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2908
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0000479
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Entry Properties
Last modified
2/7/2019 4:10:46 PM
Creation date
2/7/2019 2:34:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000479
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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} l <br /> Mr Chuck Carmel <br /> November 10. 1992 <br /> Page 2 <br /> because too large of an area was being influenced at a pumping rate of 14 1 gpm (rate prior <br /> to September 1991) Table 1 (Exhibit B) presents the water-level data for this site in tabular <br /> torn, and Table 2 (Exhibit C) presents historical flow direction and gradient data for this site <br /> Figure 1 also shows the water-level elevations for each well and the contours of equal water- <br /> level elevation calculated from the July 29 1992, data <br /> Analytical results of current groundwater samples along with previous results are summarized <br /> in Table 3 (Exhibit D) The complete laboratory report for the July 1992 sampling is <br /> presented in Exlubit E Figure 2 shows BETX and TPH-G concentrations for each well <br /> sampled In addntnon, Figure 2 presents an approximation (dashed lune) of the lateral extent <br /> of benzene in the groundwater <br /> Discussion <br /> The general groundwater flow direction has not changed at this site since the last groundwater <br /> monitoring (April 1992) Water-level elevations have decreased an average of 1 50 feet This <br /> decrease is most likely the result of a combination of the groundwater extraction system <br /> operation and lack of precipitation <br /> . Changes in concentration of constituents in groundwater since the last quarterly monitoring <br /> in April 1992 are summarized as follows <br /> The BETX and TPH-G concentrations decreased m monitoring wells and <br /> PR-1, PR-2, and BHD-2 continue to record nondetectable BETX and TPH-G concentrations <br /> 'Groundwater samples taken from well E-10 recorded increased benzene,ethylbenzene,xylenes <br />:g.lj\ and TPH-G but stable toluene concentrations. The benzene concentration in the sample from <br />:4TgE? well E-4 has increased while the other constituents have remained stable since this; well was <br />. AA;;;Vfw last sampled (April 1992) In wells E-2, E-11, and BHD-1, the TPH-G concentration has <br /> increased. The TPH-G concentration has decreased in well E-8. The BETX and TPH-G <br /> 0; .M constituents detected in samples collected from the other wells remained relatively stable. <br /> A product recovery system was installed at this site around 1984 The system has been <br /> ® � modified a number of times since then and operated periodically from 1984 to 1990. <br /> bTjli Additional modifications were made in 1991, and the system has been operating nearly <br /> r continuously since June 1991. The BETX and TPH-G concentrations have remained relatively <br /> stable in nearly all of the wells since the groundwater extraction system was started m June <br /> 1991 Based on this information, two reasonable assumptions can be made--(1) the <br /> hydrocarbon-affected groundwater plume is not migratmg off site, and (2) the operation of the <br /> groundwater extraction system is having a beneficial effect on the groundwater quality at this <br /> site The slight fluctuations m the BETX and TPH-G levels may be caused by the changes <br /> m the flow rate of the groundwater extraction system or fluctuations in water levels <br /> Brawn and Caldwell 674&REFMTSVUL82QiR.RPr <br /> Consultants <br />
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