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ARCHIVED REPORTS_XR0008849
Environmental Health - Public
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EHD Program Facility Records by Street Name
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VAN BUREN
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3500 - Local Oversight Program
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PR0545786
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ARCHIVED REPORTS_XR0008849
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Last modified
6/1/2020 2:35:17 PM
Creation date
6/1/2020 2:00:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008849
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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IQuarterl Re August 1.997 <br /> Y Report - g <br /> FORMER CHASE CHEVROLET (VAN BUREN) FACILITY <br /> 424 North Van Buren Street, Stockton, California <br /> I10 INTRODUCTION <br /> In accordance with a request from Mr Jeffery Setness of Hartmann & Setness, Advanced <br /> GeoEnviroaunental, Inc (AGE) has prepared this Quarterly Report summarizing field activities <br /> performed during the third quarter of 1997 at 424 North Van Buren Street, Stockton, California <br /> (Figure I -Location Map) The scope of work included monitoring ground water, collecting ground <br /> water samples,obtaining laboratory analyses of the samples and preparation of this report Structures <br /> and monitoring well locations on the site and adjacent area are illustrated in Figure 2 - Vicinity Map <br /> IField activities were perforned in accordance withg uidelines for investigation of underground <br /> storage tank (UST) sites established by both the Central Valley Regional Water Quality Control <br />' Board (CVRWQCB) and the San Joaquin County Public Health Services - Environmental Health <br /> Division (PHS-EHD) Background information was summarized in the Coi i ective Action Plan - <br /> IDecenibei 1996 prepared by AGE <br /> 20 PROCEDURES <br /> 2 1 MONITORING WELL PURGE PROCEDURES <br /> On 05 August 1997, a Solinst water level meter was used to measure the depth to ground water in <br /> each well relative to the tops of the well casings An Ullage interface probe was used to check for <br /> I the presence of free product in MW-3 and MW-9 The relative ground water elevations and hydraulic <br /> gradient were determined from these data (Table 1) <br />' On 06 August 1997, each monitoring well was purged using a two-stage submersible purge pump ' <br /> The pump was decontaminated prior to purging each well using an Alconox solution and clean tap <br />' water Temperature, pH and conductivity of purged water were measured at regular intervals during <br /> purging using an ICM model 52200 v4ater analyzer Ten to twelve gallons of water (minimum of <br /> tluee well volumes) were removed from each well Fifty gallons of water were purged from MW-9 <br /> All purged water was stored in 55-gallon DOT drums on-site Stabilization data and field logs are <br /> included in Appendix A <br /> 22 COLLECTION OF GROUND WATER SAMPLES <br />' Water samples were collected from each well using new disposable bailers and upon retrieval were <br /> . transferred into 40-m1 EPA-approved VOA vials containing 0 5 ml of 18% hydrochloric acid as a <br /> preservative The samples were labeled and transported under chain-of-custody, in a chilled <br /> Advanced GeoEniironmenInI,Inc <br />
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