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ARCHIVED REPORTS_XR0003776
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003776
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Last modified
2/3/2020 9:23:25 PM
Creation date
2/3/2020 9:14:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003776
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> Quarterly Report - June 1998 <br />' SIERRA LUMBER <br /> 375 West Hazelton Avenue <br /> Stockton, California <br /> 1.0. INTRODUCTION <br />' In accordance with a request from Mr Bob Long of Sierra Lumber,Advanced GeoEnvironmental, <br /> Inc (AGE)has prepared this Quarterly Report for 375 West Hazelton Avenue, Stockton, Cahforiva <br /> The location of the site and the immediately surrounding area are illustrated on Figure 1 Site <br /> structures and monitoring 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 /> iServices - Environmental Health Division (PHS-EHD) and 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 Report 4''' Quarterly Monitoring, <br /> dated 21 November 1997,prepared by John P Cummings & Associates <br /> 2.0. PROCEDURES <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 16 June 1998, the depth to ground water in each monitoring well was measured to the nearest <br /> 0 01 foot utilizing a Solist water level meter Ground water elevations from ground water monitoring <br /> wells MW-1 through MW-3 were then calculated by subtracting the measured depth to ground water <br /> from the surveyed casing elevations (Table 1) Ground water elevations were plotted and contoured <br /> on a scaled site map (Figure 3) <br /> After water levels were measured, approximately ten gallons (a minimum of three well volumes per <br /> well) of water were bailed from wells MW-1 through MW-3 utilizing disposable polyethylene <br /> bailers and new nylon rope Temperature, pH and conductivity were measured at regular purge <br /> volume intervals from, each,well using an ICM Model 52200 water analyzer to monitor for <br /> stabilization of these characteristics during purging Stabilization data and field logs are included <br /> with Appendix A Purged ground water was containerized in 55-gallon drums and stored on-site in <br /> an area lacking,general public access <br /> 2 2 GROUND WATER SAMPLE COLLECTION <br /> The ground water levels in monitoring wells MW-1 through MW-3 achieved a minimum of 80 <br /> 3 <br /> Advanced GeoEnâșironmental,Inc <br />
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