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ARCHIVED REPORTS_XR0009942
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545678
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ARCHIVED REPORTS_XR0009942
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Last modified
5/20/2020 11:43:13 AM
Creation date
5/20/2020 11:36:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009942
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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r <br />' Quarterly Report - Fourth Quarter 2004 <br /> • PREM DOR <br /> 433 West Scotts Avenue, Stockton, California <br /> I1.0. INTRODUCTION <br /> At the request of Dr Sonya Olbrantz of Masonite International,Advanced GeoEnvironmental, Inc <br /> (AGE) has prepared this quarterly report for the property located at 433 West Scotts Avenue, <br /> Stockton,California(site) The site and the surrounding area are illustrated on Figure 1 Structures, <br /> borings, and well locations are illustrated on Figure 2 Additional site background information is <br /> summarized in Appendix A <br />' 2.0. PROCEDURES <br />' On 21 December 2004,groundwater monitoring was performed on monitoring wells MW-1 through <br /> MW-3 Field work was conducted in accordance with guidelines issued by the San Joaquin County <br /> Environmental Health Department (EHD) for the sampling of ground water monitoring wells and <br /> I Central Valley Regional Water Quality Control Board(CVRWQCB)guidelines for the investigation <br /> of underground storage tank (UST) sites <br /> • 2 1 WELL MONITORING AND EVACUATION <br /> I 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 /> (Table 1) <br /> After water levels were measured, a dedicated Waterra hose bailer was used to purge wells MW-2 <br /> and MW-3 of approximately 6 5 and 7 gallons of water(a minimum of three casing water volumes <br /> per well), respectively Well MW-1 drew down after 6 5 gallons of water had been purged Ground <br /> water temperature,pH,and conductivity were measured at regular intervals during purging using an <br /> IOakton water analyzer Field sheets and data are included in Appendix B Purged water was stored <br /> on-site in properly labeled, Department of Transportation(DOT)-approved 55-gallon drums <br /> I <br /> 22 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 three laboratory supplied, 40-milliliter (ml) volatile organic analysis <br /> (VOA) vials containing 0 5 ml 18%hydrochloric acid solution as a preservative, one 1-liter amber <br /> . bottle without preservative, and one 16-ounce plastic bottle containing 5 ml nitric acid as a sample <br /> IAdvanced GeoEnhronmental,Inc <br /> I <br />
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