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ARCHIVED REPORTS_XR0007954
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PR0522692
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ARCHIVED REPORTS_XR0007954
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Last modified
4/2/2020 4:51:22 PM
Creation date
4/2/2020 4:11:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007954
RECORD_ID
PR0522692
PE
2957
FACILITY_ID
FA0015465
FACILITY_NAME
FORMER MONTGOMERY WARDS AUTO SRV CTR
STREET_NUMBER
5400
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10227008
CURRENT_STATUS
01
SITE_LOCATION
5400 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' GROUND WATER MONITORING REPORT <br /> THIRD QUARTER 1993 <br /> Montgomery Ward Auto Service Center <br /> 5400 Pacific Avenue <br /> Stockton, California <br /> 1.0 INTRODUCTION <br />' This document constitutes the third quarter 1993 ground water monitoring report <br /> for the Montgomery Ward Auto Service Center property located at 5400 Pacific Avenue, <br /> Stockton, California (see Figure 1) for the period July 1993 through September 1993 The <br /> quarterly ground water monitoring and sampling is being conducted in accordance with a <br /> request from the San Joaquin County Public Health Services Department (County) <br /> As requested by the County, the gauging and sampling activities at the Montgomery <br /> Ward site occurred on the same day that wells were gauged and sampled at the former <br /> Unocal Corporation gasoline station located at 5606 Pacific Avenue, Stockton, California <br />' 2.0 FIELD I NVE$TI DATION <br /> 2 1 GROUND WATER ELEVATION SURVEY <br /> On September 29, 1993, prior to purging or sampling activities, depth <br /> measurements to fluid levels were obtained using an interface probe accurate to 0 01 foot <br /> from the two wells (MW-1 and MW-2) located on the Montgomery Ward site and Unocal <br /> Corporation wells MW-6, MW-10, MW-11, MW-12 and MW-13 located across <br /> Robmhood Drive (see Figure 2) No free-product was detected in any of these seven <br /> wells The water level measurements for each well were converted to mean sea level <br /> (MSL) datum by subtracting the measured water level for each well from the ground level <br />' datum (see Table 1) The data in Table 1 were used to construct a ground water elevation <br /> map (see Figure 2) The data show that at the time of measurement, the predominant <br /> direction of ground water flow is south-southwest <br />' 22 GROUND WATER SAMPLING <br /> On September 29, 1993, ground water samples were collected from the two <br />' Montgomery Ward wells for analytical testing Prior to sampling, the wells were purged <br /> using a Grundfos MP-1 submersible pump Temperature, conductivity, pH and turbidity <br /> were recorded to evaluate the effectiveness of purging activities (see Appendix A) The <br /> wells were sampled in the order that purging activities were completed Water samples <br /> were collected from each well from just below the water surface using Voss Technologies <br /> disposable bottom bailers equipped with volatile organic compound samplers The use of <br /> these bailers precludes the potential for crass-contamination Mr Michael Infurna of the <br /> County was on-site during purging and sampling activities <br /> Each water sample was sealed in five 40-milliliter (ml) VOA vials with Teflon septa <br /> lined lids The vials were completely filled so that no head space existed between the <br /> i <br /> Project No 1232 1 ENVIRONMENTAL AUDIT, INC <br />
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