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ARCHIVED REPORTS XR0000463
EnvironmentalHealth
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BENJAMIN HOLT
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0000463
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Entry Properties
Last modified
2/7/2019 4:20:33 PM
Creation date
2/7/2019 2:18:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000463
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 /> August 24, 1995 <br /> Page 2 <br /> Field and Analytical Methods <br /> EMCON personnel measured depth-to-water and product thickness (wren present), purged <br /> each well to be sampled, and collected groundwater samples at the site Before sampling, the <br /> wells were purged of a minimum of three well casing volumes or until evacuated using a <br /> submersible pump or bailer After purging, each well was sampled using a disposable bailer <br /> Field data sheets and chain-of-custody documentation are included in Exhibit A <br /> All groundwater samples were analyzed for benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) and total petroleum hydrocarbons as gasoline (TPH-G) by U S Environmental <br /> Protection Agency (EPA) Method 503018020, and 8015 Modified <br /> Results and Discussion <br /> The general groundwater flow direction beneath the site on June 1, 1995, was to the northeast <br /> under a hydraulic gradient of approximately 0 004 to 0 007 (Figure 1) The gradient was <br /> relatively flat across the site, and steepened northeast of the site Well E-10 was not used in <br /> contouring because according to EMCON's field notes, the free product thickness was <br /> measured after one bailer of purge water was removed from the well Therefore the water <br /> level and product thickness recorded by EMCON may not represent static conditions Water- <br /> level elevations to Table 1 are corrected for the presence of free product, but because the free <br /> • product thickness in well E-10 may not be accurate, the calculated groundwater elevation may <br /> also not be accurate Summaries of depth-to-water measurements and calculated groundwater <br /> elevations are presented in Table 1 Since groundwater monitoring began in 1989, the general <br /> groundwater flow direction has been to the northeast at this site, under hydraulic gradients <br /> ranging from 0 001 to 0 005 Table 2 lists historical groundwater flow directions and <br /> hydraulic gradients for this site <br /> Depth-to-water on June 1, 1995 ranged from 11 09 feet below the top of the well casing <br /> (TOC) in well PR-2, to 14 49 feet below TOC in well E-10 Well E-10 contained <br /> approximately 2 74 feet of free product on June 1, 1995 Since the last quarterly monitoring <br /> event (March 8, 1995), water-level elevations in all monitoring wells (except E-6 , E-10, and <br /> MW-2) increased an average of 151 feet Water-level data was not collected from wells E-6 <br /> and MW-2 because the wells are tied into the soil vapor extraction system, and were not <br /> accessible to EMCON The water-level elevation in E-10 decreased 0 71 feet (decrease may <br /> be due to presence of free product.) <br /> Benzene was not detected in wells E-7, E-12, PR-1, PR-2, BHD-2, MW-1, MW-3, and MW-4, <br /> but was detected in wells E-2, E-3, E-4, E-5, E-8, E-9, E-11, BHD-1, and MW-5 at <br /> concentrations ranging from 69 micrograms per liter (pg/1) in well E-5 to 1900 µg/1 in <br /> well E-3 With the exception of well E-5, these results are consistent with previous results <br /> The benzene concentration in well E-5 is the lowest it has been since sampling began in 1988 <br /> Use or disclosure of data contained on this sheet is subject to lice restriction specified at lite beginning of this <br /> document <br /> 2WMZEPORTS\2\D95QTR RPI <br />
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