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ARCHIVED REPORTS XR0004804
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004804
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Last modified
5/7/2019 9:27:09 AM
Creation date
5/7/2019 9:14:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004804
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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,r <br /> t 5 <br /> ll <br /> QUARTERLY REPORT <br /> August 1995 <br /> ' Former Chase Chevrolet (Madison) Facility <br /> 423 North Madison Street <br /> Stockton, California <br /> 10. INTRODUCTION <br /> In accoidance 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 and third quarters of 1996 at 423 North Madison Street, Stockton, <br /> California The scope of work was to monitor concentrations of dissolved petroleum hydrocarbons <br /> at the site The location of the site is illustrated in Figure 1 - Location Map A plan of the site is <br /> illustrated in Figure'2 - Site Plan <br /> ' 4 <br /> Field activities were performed in accordance with guidelines for the investigation of undergiound <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 February 1996 Corrective Action Plan <br /> and previous reports prepared by other consultants <br /> � 20 PROCEDURES <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 07'May and 07 August 1996, a Solinst water level meter was used to measure the depth to <br /> ground water in each well relative to the tops of the well casings The relative ground water <br /> elevations and hydraulic gradients were determined from these data (Table 1) <br /> Following measurement of ground water depths, each monitoring well was purged using a 2-stage <br /> spurge pump Approximately seven to twelve gallons of water(a minimum of three well volumes), <br /> were removed from all wells except MW-S, from which forty to forty-five gallons of water were <br /> removed Stabilization parameters (temperature, pH and"conductivity) were measured at regular <br /> ' intervals using an ICM model 52200 water analyzer The purge pump was decontaminated prior to <br /> purging each well by pumping an Alconox solution followed by pumping tap water All purged <br /> water was stored in 55-gallon DOT drums on-site Stabilization data and field logs are included in , <br /> ' Appendix B - <br /> ' 22 COLLECTION OF GROUND WATER SAMPLES <br /> For both sampling events (07 May and 07 August 1996), water samples were collected from each <br /> i <br />
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