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ARCHIVED REPORTS_XR0003774
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003774
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Last modified
2/3/2020 9:37:59 AM
Creation date
2/3/2020 9:12:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003774
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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Quarterly Report - December 1998 <br />' SIERRA LUMBER <br /> 375 West Hazelton Avenue, Stockton, California <br />' 1.0. INTRODUCTION <br />' Advanced GeoEnvironmental, Inc (AGE)has prepared this Quarterly Report for 375 West Hazelton <br /> Avenue, Stockton, California The site setting is illustrated on Figure 1 Site structures and <br /> monitoring well locations are depicted on Figure 2 <br /> The objective of the work ark 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 - Environmental Health Division (FHS-EHD) and by the Central Valley Regional Water <br /> I 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. QUARTERLY MONITORING AND SAMPLING PROCEDURES <br />' On 10 December 1998, ground water monitoring and sampling was performed at wells MW-1 <br /> through MW-7 <br /> I <br />' 2 1 MONITORING WELL PURGE PROCEDURES <br /> The depth to ground water as measured from the top of each well casing at the site to the nearest 0 01 <br />' foot utilizing a Solinst water level meter Ground water elevations in each well at the site were <br /> calculated by subtracting 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 /> IAfter water levels were measured, approximately eight to fifteen gallons of ground water (a " <br /> minimum of three well volumes per well)were removed from wells MW-1, MW-2, MW-3, MW-4A <br /> and MW-4B utilizing a one-stage submersible pump, approximately 6 to 10 gallons of ground water <br /> were removed from wells MW-5, MW-6 and MW-7 utilizing a disposable polyethylene bailer and <br /> new rope Temperature, pH and conductivity were measured for stabilization at regular purge <br /> volume intervals from each well using an ICM Model 52200 water analyzer Field data and logs are <br /> included with Appendix A Purged ground water was containerized in 55-gallon drums and was <br /> stored on-site in an area lacking general public access <br /> i <br /> I <br /> Adtianced GenEn\ironmentaI,Inc <br />
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