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ARCHIVED REPORTS_XR0007948
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2900 - Site Mitigation Program
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PR0522692
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ARCHIVED REPORTS_XR0007948
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Last modified
4/2/2020 4:49:13 PM
Creation date
4/2/2020 4:08:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007948
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 /> SECOND QUARTER 1994 <br />' Montgomery Ward Auto Service Center <br /> 5400 Pacific Avenue <br /> Stockton, California <br /> 1.0 INTRODUCTION <br />' This document constitutes the second quarter (April through June) 1994 ground water <br /> monitoring report for the Montgomery Ward Auto Service Center property located at 5400 <br /> Pacific Avenue, Stockton, California (see Figure 1) The quarterly ground water monitoring and <br /> sampling is being conducted in accordance with a request from the San Joaquin County Public <br />' 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 Unocal <br /> branded service station located at 5606 Pacific Avenue, Stockton, California <br />' 2.0 FIELD INVESTIGATION <br /> 21 GROUND WATER ELEVATION SURVEY <br /> On June 28, 1994, prior to purging or sampling activities, depth measurements to fluid <br /> levels were obtained using an interface probe accurate to 0 01 foot from the two wells (MW-I <br /> and MW-2) located on the Montgomery Ward site and the four wells (MW-10, MW-11, MW-12 <br /> and MW-13) located at the former Unocal site (see Figure 2) No free-product was detected in <br /> any of these six wells The water level measurement for each well was converted to mean sea <br /> level (MSL) datum by subtracting the measured water level for each well from the ground level <br /> datum (see Table 1) The data in Table I were used to construct a ground water elevation map <br /> (see Figure 2) The data show that, at the time of measurement, the predominant direction of <br /> ground water flow was southerly <br /> 2 2 GROUND WATER SAMPLING <br /> On June 28, 1994, ground water samples were collected from the two Montgomery Ward <br /> wells for analytical testing Prior to sampling, the wells were purged using a Grundfos MP-1 <br /> submersible pump Temperature, conductivity, pH and turbidity were recorded to evaluate the <br /> effectiveness of purging activities (see Appendix A) The wells were sampled in the order that <br /> purging activities were completed Water samples were collected from each well from dust <br /> below the water surface using Voss Technologies disposable bottom bailers equipped with <br /> volatile organic compound samplers The use of these bailers precludes the potential for cross- <br /> contamination Mr Michael Infurna of the County was on-site during purging and sampling <br /> activities <br /> Each water sample was sealed in three 40-milliliter (ml) VOA vials with Teflon septa <br /> lined lids The vials were completely filled so that no head space existed between the sample <br /> Iand the lids The samples were labeled with the sample point identification, preservative added, <br /> Project No 1232 1 ENVIRONMENTAL AUDIT, INC <br />
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