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ARCHIVED REPORTS XR0004796
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004796
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Last modified
5/7/2019 9:26:29 AM
Creation date
5/7/2019 9:12:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004796
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Quarterly Report - May 1997 <br /> FORMER CHASE CHEVROLET (MADISON) FACILITY <br /> 423 North Madison Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> In accordance with a request from Mr Jeffery Setness of Hartmann & Setness, Advanced <br /> GeoEnvironmental, Inc (AGE) has prepared this Quarterly Report summarizing field activities <br /> performed during the second quarter of 1997 at 423 North Madison Street, Stockton, California The <br /> scope of work included monitoring concentrations of dissolved petroleum hydrocarbons in ground <br /> water on the site The location of the site is illustrated in Figure I -Location Map Structures and <br /> monitoring well locations are illustrated in Figure 2 -Site Plan <br /> Field activities were performed in accordance with guidelines for investigation of underground <br /> storage tank (UST) sites established by the Central Valley Regional Water Quality Control Board <br /> (CVRWQCB)and the San Joaquin County Public Health Services-Environmental Health Division <br /> (PHS-EHD) Background information was summarized in the Revised Corrective Action Plan - <br /> February 1997 and previous Quarterly Reports prepared by AGE <br /> . 2.0. PROCEDURES <br /> 2 1 MONITORING WELL PURGE PROCEDURES <br /> On Ob May 1997, a Solmst water IeveI meter was used to measure the depth to ground water in each <br /> well relative to the tops of the well casings The relative ground water elevations and hydraulic <br /> gradient were determined from these data(Table 1) <br /> Following measurement of ground water depths, each monitoring well was purged using a two-stage <br /> purge pump Approximately ten gallons of water were removed from each well, except MW-8, <br /> approximately fifty gallons of water were removed from MW-8 Monitoring parameters (pH, <br /> temperature and conductivity)were measured at regular intervals using an ICM model 52200 water <br /> analyzer to verify sample representativeness The purge pump was decontaminated prior to purging <br /> each well by pumping an Alconox solution followed by pumping tap water All purged water was <br /> stored in 55-gallon DOT diems on-site Monitoring data and field logs are included in Appendix A <br /> 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using new disposable bailers Samples were <br /> transferred into 40-m1 EPA-approved VOA vials containing 0 5 ml of 18% hydrochloric acid as a <br /> preservative and into 1-liter amber bottles The samples were transported in a chilled container to <br /> McCampbell Analytical, Inc (MAI) in Pacheco, California, and analyzed for total petroleum <br /> Advanced GeoEnviron mental,Inc <br />
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