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ARCHIVED REPORTS_XR0007946
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2900 - Site Mitigation Program
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PR0522692
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ARCHIVED REPORTS_XR0007946
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Last modified
4/2/2020 4:49:28 PM
Creation date
4/2/2020 4:07:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007946
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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1 <br /> GROUND WATER MONITORING REPORT <br /> THIRD QUARTER 1994 <br />' Montgomery Ward Auto Service Center <br /> 5400 Pacific Avenue <br /> Stockton, California <br /> 1.0 INTRODUCTION <br /> PAu15 AVA 4 t`{R <br /> This document constitutes the third quarter (July through September) 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 J <br /> branded service station located at 5606 Pacific Avenue, Stockton, California <br />' 2.0 FIELD INVESTIGATION <br /> 21 GROUND WATER ELEVATION SURVEY <br /> On September 14, 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 six wells (MW-10, MW-11, <br /> MW-12, MW-13, MW-14 and MW-15) located at the former Unocal site (see Figure 2) No <br />' f free-product was detected in any of these six wells The water level measurement for each well <br /> was converted to mean sea level (MSL) datum by subtracting the measured water level for each <br /> well from the ground level datum (see Table 1) The data in Table 1 were used to construct a <br /> ground water elevation map (see Figure 2) The data show that, at the time of measurement, the <br /> predominant direction of ground water flow was southerly� d ? <br /> 2 2 GROUND WATER SAMPLING <br /> On September 14, 1994, an Environmental Audit, Inc (EAI) geologist collected ground <br /> water samples from the two Montgomery Ward wells for analytical testing Prior to sampling, <br /> the wells were purged using a Grundfos MP-1 submersible pump Temperature, conductivity, <br /> pH and turbidity were recorded to evaluate the effectiveness of purging activities (see Appendix <br /> A) The wells were sampled in the order that purging activities were completed Water samples <br /> were collected from each well from dust below the water surface using Voss Technologies <br /> disposable bottom bailers equipped with volatile organic compound samplers The use of these <br /> bailers precludes the potential for cross-contamination Mr MichaelIY"urna of the County was <br /> on-site during purging and sampling 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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