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ARCHIVED REPORTS_XR0009729
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545680
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ARCHIVED REPORTS_XR0009729
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Last modified
5/20/2020 2:54:39 PM
Creation date
5/20/2020 2:33:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009729
RECORD_ID
PR0545680
PE
3528
FACILITY_ID
FA0005535
FACILITY_NAME
THIEMANS SERVICE
STREET_NUMBER
106
STREET_NAME
SECOND
STREET_TYPE
ST
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
106 SECOND ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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(bsg) Field screening indicted soil impacted with hydrocarbons from 20 feet bgs to <br /> groundwater, however, the garage, located at the site, precluded relocation of the <br /> boring in a southerly direction <br /> In order to obtain information on soil conditions and contaminant migration south of the <br /> garage, boring TH-2 was relocated from the proposed location east of the former tank <br /> cluster to a site about 43 feet southeast of TH-1 Relocation of TH-2 permitted <br /> assessment of the lateral extent of hydrocarbons to the south and east of the former <br /> tank cluster <br /> 5 0 SOIL BORINGS <br /> This section describes the methods used to advance, field screen, and sample the <br /> eight (8) soil borings, followed by a discussion of the analytical results <br /> 51 Boring and Abandonment Methods <br /> The soil borings were advanced by Sods Engineering, Inc. (SEI) using a CME-75 rig <br /> with an eight (8)-inch outer diameter hollow stem continuous flight auger in <br /> accordance with ASTM Method D1452-80 for soil investigations and sampling by <br /> auger bonngs The augers were steam cleaned prior to drilling each boring <br /> Soil cuttings were placed in 55 gallon DOT approved drums with bolt-on lids and <br /> moved to a remote portion of the property for storage The boreholes were backfilled <br /> with a bentonite plug and a 6-sack cement slurry The cement slurry was trammed into <br /> each boring from the bottom to the top to prevent caving <br /> 52 Soil Sampling <br /> Soil samples were collected through the hollow-stem augers in two and one half (2 <br /> 112) inch diameter brass sleeves contained in a split-spoon sampler The sampler is <br /> advanced into undisturbed soil by a 140-pound hammer, dropped 30-inches in <br /> accordance with ASTM methods D1586-84 for split-barrel sampling of soil and D1587- <br /> 83 for thin-walled tube sampling of sods The brass sleeves and sampler were <br /> cleaned with Alconox and rinsed in deionized water prior to each use <br /> Soil samples from the borings were collected at five foot intervals, beginning at 10 feet <br /> (bsg) The blow counts, recovery, and lithology were recorded on field boring logs <br /> The hthology was described in accordance with the Unified Sods Classification <br /> System and ASTM procedure D2488-84 for visual description and identificat:on of <br /> sods under the direct supervision of David Crane, California State Registered <br /> Geologist #4639 <br /> 7 of 17 <br />
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