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ARCHIVED REPORTS XR0012795
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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 XR0012795
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Last modified
2/7/2019 3:08:16 PM
Creation date
2/7/2019 2:48:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012795
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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Mr Kyle Christie <br /> February 27, 1995 <br /> Page 2 <br /> r •r <br /> Results and Discussion <br /> Summaries of depth-to-water measurements and calculated groundwater elevations are <br /> presented in Table 1 Table 2 lists historical groundwater flow directions and hydraulic <br /> gradients for this site <br /> Analytical results of groundwater samples are-summarized in Table 3 The complete <br /> laboratory report for the sampling event is presented in Exhibit A Figure 2 shows TPH-G <br /> and BTEX concentrations for this sampling event <br /> The general groundwater flow direction beneath the site on December 8, 1994, was to the <br /> northeast under a hydraulic gradient of approximately 0 002 (Figure 1) <br /> Since groundwater monitoring began in 1989, the general groundwater flow direction has been <br /> to the northeast at this site The hydraulic gradient measured this quarter is within the range <br /> of previously reported gradients Depth-to-water on December 8, 1994 ranged from 14 99 in <br /> well BHD-1 to 17 73 in well E-11. Since the last quarterly monitoring event (September 29, <br /> 1994), water-level elevations in all monitoring wells except E-2, E-6, and MW-2 have <br /> increased an average of 0 39 feet The water level in well E-2 decreased 0 62 feet Water- <br /> level data collected from wells E-6 and MW-2 were not used in Figure i because the well <br /> casings were altered during the incorporation of each well into the soil vapor extraction and <br /> air sparging system. GTI's data are based on the altered well casings The well casing for <br /> these wells-will-be_resurveyed=in_the=first-quarter=of 1995 <br /> Benzene-concentrations=this=quarter_ranged-from-non=ddtectable inTwells E=7,E=12;PR=1, <br /> PR-2, BHD-2, and MW-1 to 3,300 micrograms -per liter_(µg11) in well E-10 - These <br /> concentrations are within the range of previously reported values TPH-G concentrations <br /> ranged from non-detectable in wells E-7, PR-1, PR-2, BHD-2, and MW-1 to 21,000 pg/1 in <br /> well E-3 These concentrations are consistent with previous values The detection limit for <br /> benzene is 0 5 pg/1 and for TPH-G is 50 pg/1 <br /> The hydrocarbon concentrations detected in BHD-1 are thought to be attributed to the Chevron <br /> station across the street from the ARCO site Chevron's well MWA is located approximately <br /> 30 feet to the north of well BHD-1 and near Chevron's former underground storage tank <br /> location Samples from Chevron's MW-1 have generally contained similar TPH-G and BTEX <br /> concentrations to those in BHD-1 <br /> Use or disclosure of data contained on this sheet is subject to the restriction specified at the beginning of this <br /> document <br />' 127"EPORT5\4TH94QTR RPT <br />
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