My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-12-02_PERMIT FILE - M2005071
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2005071
>
2008-12-02_PERMIT FILE - M2005071
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:38:28 PM
Creation date
3/11/2010 9:16:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2005071
IBM Index Class Name
PERMIT FILE
Doc Date
12/2/2008
Doc Name
Additional information requested
From
Benson Brothers
To
DRMS
Email Name
THM
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
<br />Memory Management: The instrument operator should know the memory or record <br />capacity of the seismograph and ensure that adequate memory is available to store the <br />event data from the blast(s) planned during that operating day. <br />9. Waveform Data: Instruments shall be set to save full waveform data for all monitored <br />blast and digitally saved event files shall contain this data for use in further analyses if <br />needed. <br />10. Instrument Setup Time: Equipment operators should allow ample time for proper setup <br />of the seismograph, transducers and microphones. At least 15 minutes of time should be <br />allotted for each setup location. <br />11. Securing cables: In order to prevent false triggering caused by wind-blown cables, the <br />operator should secure suspended or freely moving cables from the wind or other <br />extraneous sources. <br />Part II. Ground Vibration Monitoring <br />A. Sensor Placement <br />The sensor should be placed on or in the ground on the side of the structure towards the blast. A <br />structure can be a house, pipeline, telephone pole, etc. Measurements on driveways, walkways, <br />and slabs are to be avoided where possible. <br />1. Location relative to the structure: The sensor should be placed within 10 feet of the <br />structure or less than 10% of the distance from the blast, whichever is less. <br />2. Soil density evaluation: The operator should avoid placing velocity transducers in loose <br />or low-density soils. The density of the ground should be greater than or equal to the <br />sensor density. <br />3. Sensor Level: Transducers should be placed so they are level or nearly level. <br />4. Sensor Orientation: Sensor blocks should be oriented so the arrow indicating the <br />longitudinal direction is aimed at the blast location. <br />5. Monitoring when Access to Nearest Structure is not Accessible: Where access to a <br />structure is not available, the transducers should placed at the accessible location closest <br />the structure of concern and in line with the blast. <br />B. Sensor coupling <br />Sensor Coupling Methods: Based on expected acceleration determined from Chart 1, to <br />avoid decoupling errors, the operator shall use the following methods to couple <br />vibration transducers to the ground or structure. <br />a. Less than 0.2 g: No burial or attachment is necessary.
The URL can be used to link to this page
Your browser does not support the video tag.