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ARCHIVED REPORTS_XR0007949
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PR0522692
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ARCHIVED REPORTS_XR0007949
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Last modified
4/2/2020 4:46:17 PM
Creation date
4/2/2020 4:08:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007949
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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GROUND WATER MONITORING REPORT <br /> FIRST QUARTER 1994 <br /> Montgomery Ward Auto Service Center <br />' 5400 Pacific Avenue <br /> Stockton, California <br /> 1.0 INTRODUCTION <br /> This document constitutes the first quarter 1994 ground water monitoring report for the <br /> Montgomery Ward Auto Service Center property located at 5400 Pacific Avenue, Stockton, <br /> California (see Figure 1) for the period January 1994 through March 1994 The quarterly <br /> ground water monitoring and sampling is being conducted in accordance with a request from <br />' 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 Unocal <br />' Corporation gasoline station located at 5606 Pacific Avenue, Stockton, California <br />' 2.0 FIELD INVESTIGATION <br /> 2 1 GROUND WATER ELEVATION SURVEY <br /> On March 29, 1994, prior to purging or sampling activities, depth measurements to <br /> fluid levels were obtained using an interface probe accurate to 0 01 foot from the two wells <br /> (MW-1 and MW-2) located on the Montgomery Ward site and the four wells (MW-10, MW- <br /> 11, MW-12 and MW-13) located at the Unocal Corporation site (see Figure 2) No free- <br /> product was detected in any of these six wells The water level measurements for each well <br /> were converted to mean sea level (MSL) datum by subtracting the measured water level for <br /> each well from the ground level datum (see Table 1) The data in Table 1 were used to <br /> construct a ground water elevation map (see Figure 2) The data show that, at the tune of <br /> measurement, the predominant direction of ground water flow was easterly This represents a <br /> change from the previous quarterly monitoring periods where the direction of ground water <br /> flow was reported to be southerly <br /> 2 2 GROUND WATER SAMPLING <br /> - On March 29, 1994, ground water samples were collected from the two Montgomery <br /> Ward wells for analytical testing Prior to sampling, the wells were purged using a Grundfos <br /> MP-1 submersible pump Temperature, conductivity, pH and turbidity were recorded to <br /> evaluate the effectiveness of purging activities (see Appendix A) The wells were sampled in <br /> the order that purging activities were completed Water samples were collected from each <br /> well from lust below the water surface using Voss Technologies disposable bottom bailers <br /> equipped with volatile organic compound samplers The use of these bailers precludes the <br /> potential for cross-contamination Mr Michael Infurna of the County was on-site during <br /> purging and sampling activities <br /> Project No 1232 1 ENVIRONMENTAL AUDIT, INC <br />
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