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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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EHD - Public
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i <br /> The near surface geology of the region is comprised of unconsolidated alluvial deposits of <br /> Pleistocene to Holocene age. These deposits, sometimes referred to as the "older alluvium, <br /> consist of intercalated beds of gravel, sand, silt and clay. Underlying the older alluvium are <br /> Plio/Pleistocene continental deposits of similar derivation and lithology. <br /> The site is situated on level terrain underlain by flood basin deposits of Pleistocene and Holocene <br /> age. These sediments are composed of clay, silt, and some sand In the San Joaquin Valley, the <br /> Flood Basin Deposits (Holocene) have been estimated to be as much as 100 ft thick. Because of <br /> their fine-grained nature, the flood basin deposits generally do not yield much water to wells and <br /> impede the vertical movement of water. The majority of groundwater used for irrigation and <br /> drinking water supply in the Stockton area is extracted from more permeable zones beneath the <br /> flood basin deposits. Drinking wells in the region are generally completed at depths greater than <br /> 100 feet below ground surface due to the relatively poor quality of near surface groundwater. <br /> Regional groundwater flow in the vicinity of the site is expected to be generally northeasterly <br /> away from the Stockton deep water channel and toward a large pumping depression on the <br /> northeast side of Stockton. <br /> The nearest body of surface water is the Port of Stockton deep water channel located <br /> approximately 3000 feet southwest of the site. <br /> SITE SAFETY PLAN <br /> Field work performed at the site by Ground Zero on behalf of Mr. Jay Freidman was conducted in <br /> accordance with Ground Zero's Site Safety Plan No. 015, dated May 9, 1995. This Plan describes <br /> the basic safety requirements for drilling soil borings, installing monitoring wells, and groundwater <br /> sampling at a site potentially contaminated with petroleum hydrocarbons. The Site Safety Plan is <br /> applicable to personnel and subcontractors of Ground Zero. Personnel scheduled to work at the <br /> site were briefed on the contents of the Site Safety Plan before work began. A copy of the Site <br /> Safety Plan was kept on-site and was available for reference by appropriate parties during work at <br /> the site. The Ground Zero Field Geologist was the Safety Officer on-site. <br /> FIELD WORK <br /> Soil Borings <br /> On May 22-23, 1995, a Ground Zero geologist supervised Spectrum Drilling Company <br /> (Spectrum) of Stockton, California, drill three soil borings (SB 1, S132, and SB3) to approximately <br /> 46 ft below ground surface. Spectrum used a CME-55 drill rig equipped with 6-inch outside <br /> diameter (o.d.), hollow-stem augers to drill the borings. An additional boring subsequently <br /> • completed as monitoring well MW 1, was drilled.to a depth of 62.5 feet using 8-inch augers. <br /> 5 <br />
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