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ARCHIVED REPORTS_XR0012030
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012030
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Last modified
10/10/2020 10:52:41 PM
Creation date
7/9/2020 8:29:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012030
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> Quarterly Report - December 1998 <br /> TOP FILLING STATION <br /> 101 South Wilson Way <br />' Stockton, California <br /> 1.0. INTRODUCTION <br /> Advanced GeoEnvironmental, Inc (AGE) has prepared this Quarterly Report for 101 South Wilson <br />' Way, Stockton, California The site setting is illustrated on Figure I Site structures and monitoring <br /> well locations are depicted on Figure 2 <br />' The objective of the work was to monitor dissolved petroleum hydrocarbon concentrations in ground <br /> water and to characterize ground water flow direction and gradient on the site This report is <br /> prepared in accordance with guidelines established by the San Joaquin County Public Health <br /> Services - EnviromnentaI Health Division (PHS-EHD) and by the Central Valley Regional Water <br /> Quality Control Board (CVRWQCB) for investigation of underground storage tank (UST) sites A <br />' summary of previous investigations at the site was included in the Quarterly Report- October 1996, <br /> dated 22 November 1996, prepared by AGE <br /> 2 0. QUARTERLY MONITORING AND SAMPLING PROCEDURES <br />' On 22 December 1998, ground water monitoring and sampling was performed at wells MW-1 <br /> through MW-5, VW-I C, VW-2A and VW-."A <br /> 21 MONITORING WELL PURGE PROCEDURES <br />' Depths to ground water were measured from the top of each well casing at the site to the nearest 0 0l <br /> foot utilizing a Solinst water level meter Ground water elevations in each well at the site were <br /> calculated by subti acting the measured depth to ground water from surveyed casing elevations <br />' (Table 1) Ground water elevations were plotted and contoured on a scaled site map (Figure 3) <br />' After water levels were measured, between ten and twenty gallons of ground water (a minimum of <br /> three well volumes per well) were removed from wells MW-I through MW-5 and VW-1C through <br /> VW-3A utilizing a submersible Grundfos Redi-flow pump, the first two gallons were removed <br /> utilizing a teflon bailer and new rope Temperature, pH and conductivity were measured for <br /> stabilization at regular purge volume intervals from each well using an ICM Model 52200 water <br /> analyzer Field data and logs are included with Appendix A Purged ground water was containerized <br /> in 55-gallon drums and was stored on-site in an area lacking general public access <br /> Advanced GeoEnvironmental,Inc <br /> I <br />
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