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PR0540772
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Last modified
5/28/2021 11:06:29 AM
Creation date
5/28/2021 10:44:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0540772
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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Annual Ground Water Monitoring Report - Third Quarter 2012 <br />Former OCAMPO PROPERTY <br />821 South Wilson Way, Stockton, California <br />1.0. INTRODUCTION <br />At the request of Mr. Victor Aranda, Advanced GeoEnvironmental, Inc. (AGE) has prepared <br />this annual ground water monitoring report for the property located at 821 South Wilson <br />Way, Stockton, California (site). The scope of work included performance of an annual <br />ground water monitoring event and preparation of this report. An extended 60-day in-situ <br />air sparging (IAS) pilot test performed at the site between 16 March and 16 May 2012. The <br />site and surrounding area are illustrated in Figure 1. On-site structures and monitoring well <br />locations are illustrated in Figure 2. Site background information is summarized in <br />Appendix A. <br />Ground water monitoring was performed in accordance with Appendix A - Reports, Tr- <br />Regional Board Staff Recommendations for Preliminary Investigation and Evaluation of <br />Underground Storage Tanks, dated 16 April 2004, prepared by the Central Valley Regional <br />Water Quality Control Board. <br />2.0. PROCEDURES <br />On 13 July 2012, an annual ground water monitoring event was conducted utilizing site <br />wells MW-1 through MW-6, in accordance with the San Joaquin County Environmental <br />Health Department-approved modified sampling schedule (described in Appendix B). <br />During the monitoring event, vehicles were parked over wells MW-1 and MW-2 and the <br />wells were neither gauged or sampled. Monitoring was performed in accordance with <br />AGE's standard monitoring and sampling procedures, provided in Appendix B. Field data <br />and logs are provided in Appendix C. No exceptions to AGE's standard procedures were <br />noted. <br />3.0. FINDINGS <br />Ground water elevation and flow direction were inferred from field data; <br />hydrocarbon-impact to ground water was quantified by laboratory analysis of ground water <br />samples. Findings at the time of the July 2012 sampling event are as follows: <br />Shallow Monitoring Wells MW-1 through MW-5 (screened between 35 and 55 feet bsg) <br />Depths to ground water ranged between 32.23 (MW-4) feet below top of casing <br />(btoc) and 32.68 feet btoc (MW-5; Table 1). Ground water elevation at the site <br />ranged between 14.05 feet (MW-4) and 14.10 feet (MW-3 and MW-5) below North <br />American Vertical Datum (NAVD88). <br />Advanced GeoEnvironmental, Inc.
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