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ARCHIVED REPORTS_XR0003768
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003768
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Last modified
2/3/2020 9:24:33 PM
Creation date
2/3/2020 9:09:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003768
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 - Third Quarter 2000 <br /> SIERRA LUMBER <br /> I375 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 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 prepared <br /> I in accordance with guidelines established by the San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and by the Central Valley Regional Water Quality <br /> Control Board(CVRWQCB) for Investigation of underground storage tank(UST) sites A summary <br /> of previous investigations at the site was included in Corrective Action Plan, dated 15 February <br /> I 2000 Analytical data acquired to date is included in this report <br />' 2.0. QUARTERLY MONITORING AND SAMPLING PROCEDURES <br /> On 03 August 2000,ground water monitoring and sampling were performed on wells MW-2,MW-3, <br /> MW-4A, MW-4B, and MW-6 Ground water monitoring and sampling procedures for the site were <br /> outlined in Remedial Investigation/Feasibility Study Work Plan, dated 02 March 1999, prepared by <br /> IAGE and approved by the PHS-EHD by letter dated 07 April 1999 <br /> f21 MONITORING WELL PURGE PROCEDURES <br /> I Depths to ground water were measured in each well from the tops of the well casings at the site to <br /> the nearest 0 01 foot utilizing a Solinst water level meter The ground water elevation in each well <br /> at the site was calculated by subtracting the measured depth to ground water from the surveyed <br /> I casing elevation(Table 1) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 3) <br /> I After water levels were measured, approximately 8 to 15 gallons of ground water (a minimum of <br /> three casing-water volumes per well) were removed from wells MW-2, MW-3, MW-4A, MW-413, <br /> and MW-6 utilizing a submersible pump Temperature, pH and conductivity were measured for <br /> stabilization at regular purge-volume intervals from each well using a Hydac water analyzer Field <br /> data and logs are included with Appendix A Purged ground water was containerized in 55-gallon <br /> drums and was stored on-site In an area lacking general public access <br /> Advanced GeoEnvironmental,Inc <br /> I , <br />
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