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ARCHIVED REPORTS_XR0005367
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545553
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ARCHIVED REPORTS_XR0005367
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Last modified
9/24/2020 1:14:03 AM
Creation date
3/17/2020 2:25:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005367
RECORD_ID
PR0545553
PE
3528
FACILITY_ID
FA0006207
FACILITY_NAME
VALLEY VOLKSWAGEN
STREET_NUMBER
647
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
647 E MINER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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I <br /> s <br /> Ground Zero personnel- described and logged the borings according to the Unified Soil <br /> Classification System (USCS). Descriptions of the soils encountered in the borings are presented <br /> in the Logs of Borings, Appendix A. <br /> Groundwater Monitoring Well_Construction <br /> Monitoring well MW 1 was completed using flush threaded, 2" diameter PVC well screen and <br /> casing. The well was screened from 42.5 ft to 62.5 ft below ground surface. The screened <br /> portion of the well consists of 0.020-inch wide, machine-slatted PVC casing. The casing from the <br /> top of the screened portion to one foot below ground surface is PVC blank. <br /> I <br /> The annular space of the well was filled with silica sand from the.total depth of the well to <br /> approximately 2 feet above the screened casing. A bentonite seal was placed above the sand pack <br /> for a total thickness of 2 feet (3 8.5 to 40.5 feet below ground surface). A neat cement slurry was <br /> placed above the bentonite seal to 1 foot below ground surface. The top of the casing was <br /> covered with_a locking cap and padlock, and the bottom has a threaded end-cap. <br /> The well head was protected with a cast-iron well head box installed approximately 112-inch <br /> above the surrounding ground to prevent water from ponding over the well-head cover. The <br /> well-head cover has a locking, watertight, expanding seal to protect the well against surface-water <br /> infiltration. <br /> Groundwater Monitoring Well Development and Sampling <br /> On May 24, 1995 a Ground Zero technician measured depth to groundwater in monitoring well <br /> MW l and then surged and developed the groundwater monitoring well using a bailer and <br /> submersible pump. Approximately 7.7 well casing volumes of water were extracted from the well <br /> prior to sampling. pH, EC, and Conductivity measurements were taken, and had stabilized prior <br /> to sampling. The well was also allowed to recharge to approximately 99% before the <br /> groundwater samples were collected. The purged water was stored onsite in a labeled DOT 55- <br /> gallon drum prior to disposal. Field data sheets are included in Appendix B. <br /> The samples were shipped to Argon Laboratories under Chain-of-Custody protocol for analysis of <br /> TPHg by EPA Modified Method 8015, BTEX by EPA Method 8020, Total Oil and Grease by <br /> Method 418.1, and Total Lead by Method 7421. Laboratory Reports, Chain-of-Custody <br /> Records, and Quality Assurance/Quality Control Documentation are included in Appendix C. <br /> e <br /> I <br />
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