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ARCHIVED REPORTS XR0004680
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004680
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Last modified
5/7/2019 9:18:37 AM
Creation date
5/7/2019 8:38:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004680
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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' I <br /> Quarterlyort - November 1997' <br /> Report <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 /> ' Geo Environmental, Inc (AGE) has prepared this Quarterly Report summarizing field activities <br /> performed during the fourth quarter of 1997 at 423 North Madison Street, Stockton, Califorma The <br /> scope of work included monitoring concentrations of dissolved petroleum hydrocarbons in ground <br /> ' water on the site and preparation of this report The location of the site is illustrated in Figure 1 - <br /> Location Map Structures and monitoring well locations are illustrated in Figure 2 - Site Plan <br /> 1 Field activities were performed in accordance with guidelines for investigation of underground <br /> storage tank(UST) sites established by the Regional Water Quality Control Board - Central Valley <br /> Region(RWQCB-CVR) and the San Joaquin County Public Health Services - Environmental Health <br /> Division (PHS-EHD) Background information was summarized in the Revised Corrective Action <br /> Plan -February 1997 and previous Quarterly Reports prepared by AGE <br /> 2.0. PROCEDURES <br /> lie <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 04 November 1997, a Solinst water level meter was used to measure the depth to ground water <br /> in each well relative to the tops of the well casings The relative ground water elevations and <br /> hydraulic 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 The purge pump was decontaminated prior to purging each well by pumping an Alconox <br /> solution followed by pumping tap water Approximately eight to fourteen gallons of water were <br /> removed from each well, except MW-8, from which approximately 45 gallons of water were <br /> j removed Temperature, pH and conductivity of purged water were measured at regular intervals <br /> during purging using an ICM model 52200 water analyzer The recorded stabilization data and field r <br /> logs are included in Appendix A All purged water was stored in 55-gallon DOT-approved drums on- <br /> site <br /> 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each well using new disposable bailers,Samples were transferred <br /> ' into 40-m1 EPA-approved VOA vials containing 0 5 ml of 18% hydrochloric acid as a preservative <br /> . and into 1-liter amber bottles without preservative The samples were transported in a chilled <br /> container,under chain-of-custody, to McCampbell Analytical, Inc (MAI) in Pacheco, California The <br /> Advanced GeoEnvironmental,Inc <br /> r <br /> � R <br />
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