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ARCHIVED REPORTS_XR0011732
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011732
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Last modified
12/13/2019 1:31:20 PM
Creation date
12/13/2019 11:34:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011732
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 2004 <br /> GUARDINO AND CRAWFORD <br /> 517 West Fremont Street, Stockton, California <br /> ' 1.0. INTRODUCTION <br /> At the request of Guardino and Crawford Construction,Advanced GeoEnvironmental, Inc (AGE) <br /> has prepared this quarterly report for 517 West Fremont Street, Stockton, California(the site) The <br /> site and Its surroundings are Illustrated on Figure 1 Structures,boring and monitoring well locations <br /> are shown on Figure 2 Additional site background information is provided in Appendix A <br /> ' 2.0, PROCEDURES <br /> Six ground water monitoring wells were purged and sampled on 30 June 2004 Field work was <br /> ' performed in accordance with San Joaquin County Environmental Health Department (EHD) - <br /> approved Site Assessment Work Plan Addendum, dated 07 May 1998, and Work Plan Addendum, <br /> dated 04 February 2002, both prepared by AGE This quarterly report has been prepared in <br /> accordance with Central Valley Regional Water Quality Control Board (RWQCB) guidelines for <br /> Investigations of underground storage tank (UST) sites <br /> • 2 1 WELL MONITORING AND EVACUATION <br /> ' A Solinst water level meter was used to measure the depth to ground water in the six monitoring <br /> wells relative to the tops of the well casings The ground water elevations and gradient were <br /> ' determined from these data (Table 1) <br /> After recording water level measurements, new dedicated disposable plastic bailers were used to <br />' evacuate (purge) each monitoring well of standing water Approximately 3 5 to 9 gallons of water <br /> (minimum of 3 casing-water volumes) were removed from wells MW-1 through MW-6 Ground <br /> water temperature,pH and conductivity were measured at regular Intervals during purging using an <br />' Oakton water analyzer Field sheets and data are Included in Appendix B Purged water was stored <br /> on-site In labeled, 55-gallon Department of Transportation(DOT)-approved drums <br /> 22 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br />' Prior to collection of ground water samples,the depth to ground water was measured in each purged <br /> well to ensure that a minimum of 80%of the initial well volume had recharged Then a water sample <br /> was collected from each purged well using the dedicated disposable plastic bailer Each water sample <br />' was transferred into three 40-milliliter(ml)volatile organic analysis (VOA)vials containing 0 5 ml <br /> • <br /> 18%hydrochloric acid as a sample preservative After collection,the samples were properly labeled, <br /> placed in a chilled container and transported under chain-of-custody to Cal Tech Environmental <br />' Advanced GeoEnvironmental,Inc <br />
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