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ARCHIVED REPORTS XR0008521
EnvironmentalHealth
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0008521
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Last modified
7/24/2019 1:20:35 PM
Creation date
7/24/2019 11:43:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008521
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 � <br /> f i <br /> Geofogica[Technics Inc. <br /> 2741 RjverRaarf <br /> nfor to,Caffemia 95351 <br /> (2 0)538-6424IYax#538-5852 <br /> Work Plan Addendum #2 <br /> r <br /> Additional Site Characterization i <br /> Site of Investigation r ,' <br /> Valentine <br /> (Castle Motors) <br /> 2315 N Eldorado St., <br /> Stockton, CA <br /> Project No.: 723.2 <br /> February 15, 1999 <br /> 3.1 Borehole Drilling <br /> i g <br /> The boreholes, MW-101 & MW-201 wi11 be located adjacent to the previous soil boring "13 <br /> The soil borings will be drilled approximately 5 feet apart using an 8-inch outside diameter, <br /> hollow stem auger, owned and operated by V&W drilling. J. <br /> r <br /> Due to the proximity to B-1, MW-201 will be free drilled to a depth of 50 feet bgs. Soil <br /> k samples will then be collected continuously from 50 feet to total depth with a modified <br /> California split-spoon sampler. Samples will be collected for geological and laboratory <br /> 1 evaluation. Samples for laboratory analysis will be collected using the SimulProbe sampling <br /> tool. A boring log for B-1 is included as Figure 2 and a 3-dimensional cross section of the <br /> site is included as Figure 3. <br /> I <br /> It is proposed to drill MW-201 to approximately 110 feet below ground surface. •Soil and <br /> pore-water samples will be collected by use of a SimulProbe sampling tool at geologically <br /> different units. See Section 3.2 for SimulProbe procedure. <br /> MW-101 will be free drilled with an 8-inch outside diameter hollow stern auger to a depth <br /> E determined in the field by the geologist and county inspector after review of field conditions <br /> I <br /> from MW-201. <br /> 3.2 Sample Collection with the SimulProbe <br /> ' The SimulProbe allows a soil sample to be collected at the exact interval from which the } <br /> water or soil gas sample is collected thus providing correlative information on the sorbed <br /> portion of the contaminated zone. Furthermore the SimulProbe`s design reduces the <br /> possibility of cross contamination from shallower borehole waters. <br /> } <br /> ` After the SimulProbe groundwater sampling tool is advanced into the saturated zone the tool <br /> is retracted to expose the screen. The sample collection chamber is allowed to fill under <br /> i <br />
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