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ARCHIVED REPORTS XR0000470
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0000470
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Entry Properties
Last modified
2/7/2019 4:10:10 PM
Creation date
2/7/2019 2:27:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000470
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 /> January 11, 1995 <br /> Page 2 <br /> Quarterly Sampling Field and Analytical Methods <br /> GTI personnel measured depth-to-water, purged each well, and collected groundwater samples <br /> at the site Water-levels were measured before the wells were purged Prior to sampling, the <br /> wells were purged of a minimum of three well casing, volumes using a submersible pump or <br /> polyvinyl chloride (PVC) bailer After purging, each well was sampled using a disposable <br /> bailer Field data sheets and chain-of-custody documentation are included in Exhibit A <br /> GTI's field procedures are also included in Exhibit A The purge water generated during this <br /> sampling event was temporarily stored on site in 55-gallon barrels then transported off-site <br /> for proper disposal by Integrated Waste Stream Management <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) Methods 5030/8020/and 8015 Modified <br /> Quarterly Sampling Results and Discussion <br /> Water-level data for this site is presented in Table 1 Table 2 summarizes historical <br /> groundwater flow direction and gradient data for this site Figure 1 shows the water-level <br /> elevations for each well and the contours of equal water-level elevation for <br /> September 29, 1994 Water-level data collected from well E-6 was not used in Figure 1 <br /> because the well casing was altered during the incorporation of the well into the SVE/AS <br /> system and GTI's data are based on the altered well casing The well casing for this well will <br /> require resurveying Figure 2 shows BTEX and TPH-G concentrations for each well sampled, <br /> and-the approximate extent of=benzene-in�the-groundwater—Table3=presents-the=groundwater <br /> analytical data <br /> On September 29, 1994, the general groundwater flow direction was northeasterly under a <br /> hydraulic gradient of approximately 0 002 Because the GWES was not operating during <br /> construction of the SVE/AS system in September, 1994, groundwater flow was not influenced <br /> by the GWES Historically, groundwater flow direction is to the northeast under an <br /> approximate hydraulic gradient of 0 001 to 0 003 On September 29, 1994, depth-to-water <br /> ranged from 15 41 to 18 12 feet below ground surface (bgs) Water-level elevations have <br /> decreased an average of 1 06 feet (which includes E-3 through E-5, E-7 through E-12, BHD-1, <br /> BHD-2, PR-1, PR-2, and MW-1) since the last quarterly monitoring event (June 1994) <br /> The TPH-G and BTEX concentrations detected in the samples collected this quarter are <br /> generally consistent or lower than previously reported results in wells E-3, E-7, E-8, E-9, <br /> E-10, E-11, E-12, PR-1, PR-2, BHD-1, BHD-2, and MW-1 The TPH-G and BTEX <br /> concentrations detected in the samples from wells E-4 and E-5 are generally lower than have <br /> Y <br /> Draft Report—Useor disclosure of data contained on this sheet is subject to the restriction specified at the beginning <br /> of this document <br /> I27RREPORTS13Rr94QTR RPP <br />
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