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ARCHIVED REPORTS_XR0005152
Environmental Health - Public
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ARCHIVED REPORTS_XR0005152
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Last modified
9/23/2020 11:34:39 PM
Creation date
3/17/2020 3:02:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005152
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Interim Investigation Report June 21, 1996 <br /> Chapin Brothers Automotive Stockton, California <br /> i <br /> i <br /> A-1.0 FIELD METHODS FOR SOIL BORINGS <br /> Soil borings LB through L133 were drilled using a Mobile B-81 drilling rig equipped with 8 and <br /> ' 10 in-diameter, continuous-flight, hollow-stem augers operated by V and W Drilling of Rio Vista The <br /> auger flights were steam-cleaned prior to use in each boring to minimize the possibility of downhole or <br /> ' cross-boring contamination Samples were described using the Unified Soil Classification System (Figure <br /> B-1), descriptions of the materials encountered are presented on Logs of Bonngs in Appendix B (Figures <br /> B-2 through B-4) 1,131, LB2, and L133 were drilled to total depths of approximately 25-30 ft and <br /> converted into VE-5, VE-6, and MWS, respectively <br /> I <br /> ' During drilling, soil samples were collected at 5-ft intervals using a California-modified, split- <br /> spoon sampler equipped with clean brass sleeves The number of blows required to drive the sampler <br /> each successive 6-in interval was counted and recorded to give an indication of soil consistency Samples <br /> were collected by advancing the boring to a point immediately above the sampling depth, then driving the <br /> sampler into the native soil through the hollow center of the auger The sampler was driven 18 ins with a <br /> standard 140-1b hammer dropped 30 ins <br /> Soil samples from each interval were sealed with aluminum foil, plastic end caps, and duct tape <br /> The samples were labeled and placed in iced storage prior to pickup by the analytical laboratory Soil <br /> samples were selected for chemical analysis from each boring based on the previously submitted <br /> Workplan, on previous laboratory analyses, and on the depth that groundwater was encountered A Chain <br /> ' of Custody Record was initiated by the field geologist and accompanied the samples to the laboratory A <br /> copy of this record is presented in Appendix C <br /> Drill cuttings were placed on plastic and covered with plastic The soil was left at the site pending <br /> the results of analyses Disposal of the soil remains the responsibility of the client Lush Geoscicnces can <br /> ' arrange to have the soil removed to an appropriate disposal facility or for treatment of the soil to reduce <br /> the contaminant levels with the authorization of the client <br /> L <br /> USH GEOSCIENCES <br />
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