My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BROADWAY
>
1610
>
2900 - Site Mitigation Program
>
PR0524303
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2019 3:29:27 PM
Creation date
2/11/2019 2:51:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0524303
PE
2950
FACILITY_ID
FA0016297
FACILITY_NAME
ARMOUR & BONNIE SMITH 2003 TRUST
STREET_NUMBER
1610
Direction
N
STREET_NAME
BROADWAY
City
STOCKTON
Zip
95205
APN
14325008
CURRENT_STATUS
01
SITE_LOCATION
1610 N BROADWAY
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
135
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
OW16gieal Technics&C. SOOO I%,1 Page 2 <br /> Tank Closure Testing Report <br /> Project No. 1218.2 <br /> +r August 3,2005 <br /> GeoProbe boreholes (GP-1, GP-2 & GP-3) were advanced. The locations are shown on the <br /> Site Map (Figure 2). <br /> Each of the three GeoProbe borings was advanced to a total depth of 20 feet bgs. Two (2) <br /> soil samples from each boring were selected for laboratory analysis. Soil removed from the <br /> borings and not used for laboratory analysis was used to log the geology of the subsurface. <br /> Logs were produced for each of the boreholes and these logs are attached as Appendix C. <br /> Figure 3 shows our preliminary interpretation of the approximate extent of the contamination <br /> ,r and soil types. <br /> 2.1.1 Soil Sampling Procedure <br /> �. On July 12, 2005, V&W Drilling and Geological Technics personnel mobilized to the <br /> Broadway site. Eric L. Price, GTI geologist, collected soil samples and maintained a log <br /> from the soil borings. <br /> The boreholes were advanced using a GeoProbe 5400 direct push drill rig owned and <br /> operated by V&W Drilling, a licensed drilling contractor. The GeoProbe advances a coring <br /> �. tool with a pneumatic hammer to a selected depth. Upon reaching that depth the coring tool <br /> is opened and advanced further to fill the core barrel. The soil sample enters an acetate <br /> cylinder contained in the coring tool. Upon filling, the coring tool is pulled from the hole and <br /> L" the cylinder is removed. At a chosen interval, the cylinder is cut and the selected interval is <br /> capped with Teflon foil and plastic end caps and placed on ice for shipment to the laboratory. <br /> +r The sampling technician wore disposable gloves while collecting all samples. <br /> Two soil samples from each boring were submitted for laboratory analysis and a screening <br /> L. process was used to gather information through field observations. The field screening <br /> included: <br /> • Odor (measured via OVM, a portable photo ionization detector that uses a 10.6 eV lamp <br /> +- to detect compounds with ionization potential below 10.6 eV). <br /> • Sediment type,especially grain size and clay content <br /> • Moisture content <br /> • Visible evidence of contamination (i.e., color change due to reduction of iron or <br /> discoloration from hydrocarbons and other pollutants) <br /> DetaiIs on the geology encountered during the GeoProbe survey, as well as the field <br /> observations, are included in Section 3.2, Geology and Field Observations. <br /> w.. <br /> See Appendix C, Boring Logs for more information. <br /> Lo <br />
The URL can be used to link to this page
Your browser does not support the video tag.