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ARCHIVED REPORTS_XR0008300
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0535375
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ARCHIVED REPORTS_XR0008300
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Last modified
7/7/2020 9:21:50 AM
Creation date
7/7/2020 9:14:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008300
RECORD_ID
PR0535375
PE
2960
FACILITY_ID
FA0020405
FACILITY_NAME
ERNIES GENERAL STORE
STREET_NUMBER
4407
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710059
CURRENT_STATUS
01
SITE_LOCATION
4407 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Quarterly Report - Third Quarter 2004 <br /> ERNIE'S GENERAL STORE <br /> I4407 East Waterloo Road, Stockton, California <br />' 1.0. INTRODUCTION <br /> At the request ofMr Ernest P Giannecchim,Advanced GeoEnvironmental,Inc (AGE)has prepared <br />' this quarterly report for the property located at 4407 East Waterloo Road, Stockton,California The <br /> scope of work included performance of a quarterly ground water monitoring event and preparation <br /> I of this report The site and the surrounding area are illustrated on Figure 1 On-site structures and <br /> monitoring well locations are illustrated on Figure 2 Site background information is summarized <br /> in Appendix A <br /> I , <br /> 2.0. PROCEDURES <br /> IMonitoring wells MW-I through MW-4 were monitored and sampled on 31 August 2004 Field <br /> work was performed in accordance with guidelines established by the Central Valley Regional Water <br /> Quality Control Board(CVRWQCB)for the investigation of underground storage tank(UST) sites <br /> • 2 1 WELL MONITORING AND EVACUATION <br /> The depth to ground water in all four monitoring wells was measured from the top of each well <br /> casing to the nearest 0 01-foot utilizing a Solmst water level meter Ground water elevation in each <br /> well was calculated by subtracting the measured depth to ground water from the surveyed casing <br /> elevation (Table 1) <br /> After water levels were measured, between 2 5 and 3 0 - <br /> allons of water (a minimum of 3 casing- <br /> water <br /> g g <br /> water volumes per well)were purged from the monitoring wells using a Waterra inertia pump with <br />' dedicated tubing Groundwater temperature,pH,and conductivity were measured at regular intervals <br /> during purging using an Oakton water analyzer Field sheets and data are included in Appendix B <br /> Purged water was stored on-site in properly labeled,55-gallon Department of Transportation(DOT)- <br /> approved drums <br /> I2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using the dedicated Waterra tubing after <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Each water <br /> sample was transferred into three 40-m1 volatile organic analysis (VOA) vials containing 0 5 ml <br /> 18% hydrochloric acid solution as a sample preservative <br /> IAdvanced GeoFnvtronmental,Inc <br /> I <br />
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