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ARCHIVED REPORTS_XR0002520
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0542014
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ARCHIVED REPORTS_XR0002520
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Last modified
1/16/2020 6:07:44 PM
Creation date
1/16/2020 4:21:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002520
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Quarterly Report - October 1997 <br />' LARRY'S AUTO REPAIR <br /> 308 North Grant Street, Stockton, California <br /> 10. INTRODUCTION AND SCOPE OF WORK <br />' In accordance with a request from Mr Charles Skobrak,Advanced GeoEnvironmental, Inc (AGE) <br /> has prepared this report summarizing ground water monitoring activities performed at 308 North <br /> Grant Street, Stockton,California Quarterly ground water monitoring was conducted on 27 October <br />' 1997 The location of the site is illustrated in Figure 1 -Location Map Structures and well locations <br /> are illustrated on Figure 2 - Site Plan Background information was summarized in the Quarterly <br />' Report-August 1997 prepared by AGE <br /> Field work was performed in accordance viith San Joaquin County Public Health Services - <br />' Environmental Health Division (PHS-EHD) and Regional Water Quality Control Board - Central <br /> Valley Region (RWQCB-CVR) guidelines for the investigation of underground storage tank (UST) <br /> sites <br /> 2 0. PROCEDURES <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 27 October 1997, a Solinst water level meter was used to measure the depth to ground water in <br /> five monitoring wells and seven vapor wells at the site relative to the top of the well casing A Ullage <br /> interface probe was used to check for the presence of free product in wells MW-2, MW-4, VW-213, <br /> VW-3, VW-4 and VW-5B The relative ground water elevations, ground water flow direction and <br /> hydraulic gradient were determined from these data (Table 1) <br /> After measuring ground water depths, monitoring wells MW-1, MW-2, MW-3, MW-4 and MW-7 <br /> and vapor wells VW-313, VW-4B, VW-513 and VW-5C were purged using a Grundfos submersible <br /> purge pump Vapor well VW-213 was purged using a pre-cleaned PVC bailer Approximately 1 5 <br /> to 18 gallons of water were removed from each purged well (minimum of thi ee well-volumes for <br /> each well) Temperature, pH and conductivity were measured at regular intervals during purging <br /> The measured properties of the purged water and the field sheets are included in Appendix A The <br /> purged water was stored on-site in 55-gallon DOT drums pending laboratory analyses <br /> 22 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using new disposable bailers Each sample was <br /> transferred into 40-ml EPA-approved VOA vials containing 0 5 ml of 18% hydrochloric acid as a <br /> preservative' The sample from MW-4 was also transferred into a 1-liter amber bottle without <br /> Adianced GeoEnvironmental,Inc <br />
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