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ARCHIVED REPORTS_XR0009967
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3500 - Local Oversight Program
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PR0545678
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ARCHIVED REPORTS_XR0009967
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Last modified
5/20/2020 11:43:00 AM
Creation date
5/20/2020 11:37:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009967
RECORD_ID
PR0545678
PE
3528
FACILITY_ID
FA0005843
FACILITY_NAME
MASONITE CORPORATION
STREET_NUMBER
433
Direction
W
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14704044
CURRENT_STATUS
02
SITE_LOCATION
433 W SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> IQuarterly Report - Second Quarter 2004 <br /> • PREM DOR <br />' 433 West Scotts Avenue, Stockton, California <br />' 1.0. INTRODUCTION <br /> At the request of Dr Olbrantz of Masonite International,Advanced GeoEnvironmental,Inc (AGE) <br /> has prepared this quarterly report for the property located at 433 West Scotts Avenue, Stockton, <br /> California(site) The site and the surrounding area are Illustrated on Figure 1 Structures and boring <br /> and well locations are Illustrated on Figure 2 Additional site background Information is summarized <br /> in Appendix A <br /> 2.0. PROCEDURES <br /> On 20 April 2004, ground water monitoring was performed on monitoring wells MW-1 through <br /> MW-3 Field work was performed in accordance with guidelines issued by San Joaquin County <br /> Environmental Health Department (EHD) for the sampling of ground water monitoring wells and <br /> Central Valley Regional Water Quality Control Board(CVRWQCB)guidelines for investigation of <br /> underground storage tank (UST) sites <br />' 2 1 WELL MONITORING AND EVACUATION <br />' The depth to ground water in each monitoring well was measured from the top of the well casing to <br /> the nearest 0 01-foot utilizing a Solinst water level meter Ground water elevation in each well was <br /> calculated by subtracting the measured depth to ground water from the surveyed casing elevation <br /> I (Table 3) <br /> After water levels were measured, approximately 8 gallons of water (a minimum of 3 casing-water <br /> volumes per well) were purged from monitoring wells MW-1 through MW-3 using a dedicated <br /> Waterra hose bailer MW-1 drew down slightly during purging but pumping rate was slowed and <br /> three volumes were able to be removed Ground water temperature, pH and conductivity were <br /> measured at regular intervals dunng purging using an Oakton water analyzer Field sheets and data <br /> are included in Appendix B Purged water was stored on-site in properly labeled, 55-gallon <br /> Department of Transportation (DOT)-approved drums <br /> I2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using a dedicated inertia pump hose after <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Each water <br /> . sample was transferred into laboratory-supplied 40-milliliter(ml) volatile organic analysis (VOA) <br /> vials containing 0 5 ml of hydrochloric acid as preservative,one-liter amber glass containers without <br /> IAdvanced GeoEnvironmental,Inc <br /> I <br />
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