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ARCHIVED REPORTS_XR0011728
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011728
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Last modified
12/13/2019 1:37:50 PM
Creation date
12/13/2019 11:32:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011728
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' Quarterly Report - Second Quarter 2005 <br /> GUARDINO AND CRAWFORD <br />' 517 West Fremont Street, Stockton, California <br />' 1.0. INTRODUCTION <br /> At the request of Dave and Pat Guardino of Guardino and Crawford Construction, Advanced <br />' GeoEnvironmental, Inc (AGE)has prepared this Quarterly Report- Second Quarter 2005 for the <br /> Property located at 517 West Fremont Street, Stockton,California(site) The scope of work included <br /> the performance of a quarterly ground water monitoring event, submission of monitoring and <br />' analytical data to the State Water Resources Control Board's GeoTracker information management <br /> system, and preparation of this report The site and surrounding area are illustrated on Figure 1 <br />' Structures, soil borings, and monitoring well locations are illustrated on Figure 2 Additional site <br /> background information is provided in Appendix A <br /> 2.0. PROCEDURES <br /> Field work was conducted in accordance with guidelines issued by the Central Valley Regional <br /> Water Quality Control Board(CVRWQCB)for the investigation of underground storage tank(UST) <br /> sites and San Joaquin County Environmental Health Department(EHD)guidelines for the sampling <br />' . of ground water monitoring wells <br /> 21 WELL MONITORING AND EVACUATION <br /> On 29 June 2005, a Solinst water level meter was used to measure the depth to ground water to the <br /> nearest 0 01-inch in monitoring wells MW-1 through MW-8 relative to the tops of the well casings <br /> The ground water elevations and gradient were determined from these data(Table 1) After recording <br /> water level measurements, dedicated disposable plastic bailers were used to evacuate (purge) <br />' monitoring wells MW-1 through MW-8 of standing water Approximately 5 to 9 gallons of water <br /> (equivalent to three casing-water volumes per well)were removed from wells MW-1 through MW-8 <br /> rGround water temperature,pH,and conductivity were measured for stabilization at regular intervals <br /> during purging using an Oakton water analyzer Purged water was stored on-site in properly labeled, <br />' Department of Transportation (DOT)-approved 55-gallon drums pending proper disposal Field <br /> sheets and data are included in Appendix B <br /> 22 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES- m- <br /> Prior to collection of ground water samples, the depth to ground water was re-measured in each <br /> purged well to ensure that a minimum 80%of the initial well volume had recharged A ground water <br /> • sample was collected from each purged well using the dedicated disposable plastic bailers Each <br />' Advanced GeoEnvironmentai,Inc <br />
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