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ARCHIVED REPORTS XR0007773
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007773
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Last modified
7/15/2019 5:44:14 PM
Creation date
7/15/2019 3:44:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007773
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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cal y <br /> Quarterly Report - December 1996 <br /> STOCKTON PLATING <br /> 632 South El Dorado Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> In accordance with the request of Stockton Plating,Advanced GeoEnvironmental, Inc , (AGE) has <br /> prepared this Quarterly Report of ground water monitoring activities performed at 632 South El <br /> Dorado Street, Stockton, California (the site) This report details the collection of ground water and <br /> purged water samples from the site on 16 December 1996 The site and its surroundings are <br /> illustrated in Figure 1 - Location Map The locations of structures and monitoring wells at the site <br /> are depicted in Figure 2 -Site Plan <br /> Monitoring and sampling procedures were performed in accordance with guidelines established by <br /> the San Joaquin County Public Health Services - Environmental Health Division(PHS-EHD) and <br /> the Central Valley Regional Water Quality Control Board (CVRWQCB) for investigation of <br /> underground storage tank (UST) sites <br /> Background information, including details of previous site assessment work, was presented in <br /> previous quarterly reports and in the Corrective Action Plan - December 1995, prepared by AGE <br /> 2.0. PROCEDURES <br /> 21 MONITORING WELL PURGING PROCEDURES <br /> On 16 December 1996, a Solinst water level meter was used to measure the depth to ground water <br /> in all monitoring wells (MW-1 through MW-4) and vapor wells screened in ground water (VW-1 <br /> through VW-4) at the site The relative ground water elevation in each monitoring well and the <br /> hydraulic gradient were determined from these data points <br /> After ground water depth measurements, a minimum of three well volumes of water were removed <br /> from wells MW-4 and VW-1 through VW-4 using a two stage submersible pump Approximately <br /> ten gallons of water were removed from each well to stabilize temperature, pH, and conductivity <br /> Well parameters were measured at regular intervals using an ICM water analyzer Monitoring well <br /> stabilization data and field data sheets are included in Appendix A Purged water was stored on-site <br /> in 55-gallon drums <br /> 22 GROUND WATER SAMPLE COLLECTION <br /> Water samples were collected from each purged well (MW4 and VW-1 through VW-4) using new, <br /> clean disposable plastic bailers Immediately upon retrieval,the samples were transferred into 40-m1 <br />
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