My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
STIMSON
>
2000
>
2900 - Site Mitigation Program
>
PR0009229
>
ARCHIVED REPORTS_PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2020 2:24:30 PM
Creation date
5/13/2020 1:42:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
P_LOCATION
01
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
123
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
The system operates by repeatedly radiating an electromagnetic pulse into the ground from a <br /> transducer (antenna) as it is moved along a traverse. Since most earth materials are relatively <br /> transparent to electromagnetic energy, only a portion of the radar signal is reflected back to the <br /> surface from interfaces representing variations in electrical properties. When the signal <br /> encounters a metal object, however, virtually all of the incident energy is reflected. The reflected <br /> signals are received by the transducer and are printed in cross-section form on a graphical <br /> recorder. Buried tanks, drums, and pipes often appear on the records as multiple inverted "V" <br /> images imbedded within the more or less horizontal banding produced by the hosting media. <br /> Depending upon depth of burial and/orthickness of the individual components of the overburden, <br /> the resulting GPR records can provide information regarding the location of UST's, sumps, buried <br /> debris, underground utilities, and variations in the shallow site materials. Generally speaking, <br /> electrically conductive non-metallic materials such as clay and saturated silt limit radar <br /> performance by damping the radar signal. Closely packed reflective objects, such as boulders, <br /> cobbles, and steel rebar in concrete generally limit radar performance because of signal <br /> scattering. <br /> For this investigation, we used a Geophysical Survey Systems, Inc. SIR-2 Subsurface Interface <br /> Radar System equipped with a 500 megahertz (MHz) transducer. This transducer usually <br /> provides both the resolution and depth penetration for characterizing the shallow depths. <br /> • DATA ANALYSIS <br /> Computer Processing <br /> We up-loaded the VMG data to a portable computer and converted them into a format suitable <br /> for contouring. The contouring program then calculated an evenly spaced array (data grid) of <br /> values based on the observed field data. Finally, these gridded values were contoured to <br /> produce the VMG Contour Map. <br /> Contour Map Interpretation <br /> Generally speaking, in a region with uniform magnetic conditions VMG values vary smoothly and <br /> produce maps with widely spaced contour lines. In areas where variations are strong the <br /> contours are closely spaced and are typically considered anomalous when there are no obvious <br /> above ground sources causing the strong variations. If the source of a particular anomaly is an <br /> isolated object or a group of closely spaced objects, the contours may form circular or elliptical <br /> closures. A large accumulation of buried objects may appear as a group of closely spaced, <br /> contorted anomalies or a single large anomaly. Elongated objects such as buried rails and pipes <br /> often give rise to elongated anomalies with their contour lines oriented parallel to the object, or <br /> as a string of circular or elliptical closures aligned along the axis of the utility. <br /> Actual anomaly magnitude and shape are dependent on the relative position and size of the <br /> buried objects with respect to the location of the data points. In general, anomaly magnitude will <br /> • decrease and anomaly width will increase as distance (depth) to the source increases. <br /> A-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.