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ARCHIVED REPORTS XR0001104
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001104
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Entry Properties
Last modified
3/6/2019 5:06:56 PM
Creation date
3/6/2019 2:03:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001104
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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= I <br /> 28 January,2006 <br /> AGE-NC Project No 95-0121 <br />' - Page 3 of 9 <br /> z „ <br />' 2 2 FIRST QUARTER GROUND WATER MONITORING EVENT <br /> A ground water monitoring event was conducted on 02 March 2005,ground water monitoring wells <br /> MW-1 through MW-9 were monitored, vapor wells VW-1 through VW-9 (excluding VW-6), and <br />' u extraction well EW-1 were monitored., purged and sampled <br /> 2 2 1 Well Monitoring and Evacuation <br />' A Solinst water level meter was used to measure the depth to ground water in monitoring wells <br /> MW-1 through MW-9, vapor wells VW-1 through VW-9 (excluding VW-6), and extraction well <br /> EW-I from the top of the well casings to the nearest 0 01-foot Ground water elevations were <br />' calculated by subtracting the measured depth to ground water from the surveyed casing elevation <br /> (Table 3) <br />' After the depth to ground water was measured, between 1 and 6 75 gallons of ground water (a <br /> minimum of three casing water volumes per well)were evacuated(purged)from vapor wells VW-I <br /> through VW-9(excluding VW-6 and VW-8), and 22 gallons of ground water were evacuated from <br />' S extraction well EW-1 utilizing a disposable polyethylene bailer VW-6 was unable to be located,the <br /> volume of ground water in VW-8 was too little to be purged A thin layer(sheen)of free product was <br />' observed in VW-1,this was balled off prior to routine purging VW-4,VW-5,and VW-9 drew down <br /> after purging I, 2, and 1 5 gallons of water, respectively, the wells were allowed to recharge prior <br /> to sampling <br />' Temperature,pH,and conductivity were measured for stabilization at regular purge-volume intervals <br /> using an Oakton water analyzer Field data and logs are Included in Appendix B Purged ground <br />' water was containerized In properly labeled, Department of Transportation (DOT)-approved <br /> 55-gallon drums and stored on-site in an area lacking general public access <br /> 2 2 2 Collection and Analysis of Ground Water Samples <br /> Prior to sampling, the depth to ground water was re-measured to ensure that a minimum 80% well <br /> volume recharge had been achieved Ground water samples were collected from wells EW-1, and <br /> VW-2,VW-3,VW-4,VW-5,VW-7 and VW-9,'using a disposable polyethylene bailer The samples <br /> were transferred into three 40-milliliter (ml) volatile organic analysis (VOA) vials, and into one <br /> 1-liter amber bottle The samples were logged on a chain of custody form, stored in a chilled <br /> container, and transported to CTEL for analysis The ground water samples were analyzed for <br /> . TPH-g and TPH-d in accordance with EPA Method 8015 Modified, <br />' Advanced GeoEnvironmental,Inc <br />
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