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ARCHIVED REPORTS XR0007787
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007787
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Last modified
7/15/2019 4:52:30 PM
Creation date
7/15/2019 4:15:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007787
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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' Quart Report <br /> (• Q y epo t 1997 <br /> STOCKTON PLATING <br />' 632 South El Dorado Street, Stockton, California 4 <br />' 1.0 INTRODUCTION - <br /> In accordance with the request of Stockton Plating,Advanced GeoEnvironmental,lInc (AGE) has <br /> r 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 <br />' samples from the site on 08 September 1997 and the results of the laboratory analyses of the <br /> samples The site and its surroundings are illustrated in Figure I -Location Map The locations of <br /> structures and monitoring wells on the site are depicted in Figure 2 - Site Plan <br /> Ij <br />' Monitoring and sampling were performed in accordance with guidelines established by the San <br /> Joaquin County Public Health Services-Environmental Health Division(PHS-EHD)and the Central <br />' Valley Regional,Water Quality Control Board (CVRWQCB) for investigation of,underground <br /> storage tank (UST) saes <br />' Background Information, including details of previous site assessment work, was presented to the <br /> March 1996 Quarterly Reports dated 05 April 1996 and In the Corrective Action Plan - December <br /> 1995, prepared by AGE <br /> 2.0 PROCEDURES <br /> 2 1 MONITORING WELL PURGING PROCEDURES <br /> On 0$ September 1997, a Sollnst water level meter was used to measure the depth to ground water <br /> in all monitoring wells (MW-1 through MW-5) and vapor wells screened in ground water (VW-1 <br /> Ethrough 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 Inrmmum of three well volumes of water were removed <br /> from wells MW-3; MW-4 and MW-5 and-VW-1 through VW-4 using a submersible pump <br /> Approximately 6 to 8 gallons of water were removed from each two-Inch diameter well (MW-4, w <br /> MW75 and VW-I through VW-4) and 45 gallons of water were removed from well MW-3, a four- <br /> inch diameter well, stabilizing temperature, pH, and conductivity, which were measured In purged <br /> water at regular purge volume intervals using an ICM water analyzer Monitoring well stabilization <br /> data and field data sheets are included In Appendix A Purged water was stored on-site in labeled <br /> 55-gallon drums <br /> , <br /> Advanced GeoEm Lronmental,Inc <br />
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