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ARCHIVED REPORTS_XR0010758
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507155
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ARCHIVED REPORTS_XR0010758
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Last modified
5/8/2020 11:03:52 AM
Creation date
5/8/2020 10:53:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010758
RECORD_ID
PR0507155
PE
2950
FACILITY_ID
FA0007718
FACILITY_NAME
3 B'S TRUCK PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
CURRENT_STATUS
02
SITE_LOCATION
14749 N THORNTON RD
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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I <br />' 25 March 2004 <br /> AGE-NC Project No 97-0249 <br />' Page 2 of 7 <br /> At the request of the CRWQCB-CVR,ground water monitoring events performed at the Three B's <br />' Truck Plaza site and the Flag City Chevron site (6421 Capitol Avenue) have been coordinated to <br /> occur concurrently, the Flag City Chevron ground water monitoring and analytical results are <br />' included in Appendix A <br />' 2 1 WELL MONITORING AND EVACUATION <br /> On 08 December 2003, depth to ground water was measured in each well from the top of the well <br /> casing to the nearest 0 01-foot utilizing a Sohnst water level meter <br /> On 08, 09 and 10 December 2003, approximately 5'/z to 7 gallons of ground water (a minimum of <br /> three casing-water volumes per well) were evacuated (purged) from wells MW-1 through MW-6 <br /> utilizing disposable polyethylene bailers Temperature, p14 and conductivity were measured for <br /> stabilization at regular purge-volume intervals from each well using an Oakton water analyzer Field <br /> I data and logs are provided in Appendix B Purged ground water was containerized in 55-gallon <br /> drums and stored on-site in an area lacking general public access <br /> Multi-level monitoring wells MW-7 through MW-12 were purged by lowering and raising a 3/8-inch <br /> outer diameter, length-discrete polyethylene hose equipped with a ball-valve water tip through the <br /> top chambers into the specific water-charged screened section A Watera-Hydro-Lift H pump <br /> equipped with a mechanical arm was utilized to surge each well with a polyethylene hose <br /> Approximately 3/4 to 4%z gallons of ground water (a minimum of three casing-water volumes per <br /> well)were purged from each well Temperature,pH and conductivity were measured for stabilization <br /> I at regular purge-volume intervals from each well using the Oakton water analyzer Field data and <br /> logs are in Appendix B Multi-level well purged ground water was transferred to 55-gallon drums <br /> and stored on-site in an area lacking general public access <br /> 2 2 GROUND WATER SAMPLING <br /> After each well was purged,groundwater levels were measured to venfy the amount of ground water <br /> recharge Upon achieving at least 80% ground water recharge, samples were collected from wells <br /> MW-1 through MW-12 utilizing the techniques described above in purging each well,however,80% <br /> recharge was not achieved from wells MW-8A and MW-8C due to a combination of water drawn- <br /> down nearly to the bottom of the screen section and slow recharge Ground water samples were <br /> transferred into 40-m1 EPA-approved volatile organic analysis(VOA)vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative and I-liter amber bottles without sample preservative <br /> Care was taken to ensure that visible air bubbles were not present in the vials after filling and <br /> capping Ground water sample containers were labeled with the well designation, date, time, and <br /> • sampler's initials <br /> IAdvanced GeoEnvironmentaI,Inc <br />
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