My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO26779
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO26779
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:46:13 PM
Creation date
11/20/2007 7:06:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981026
IBM Index Class Name
Hydrology
Doc Date
11/1/1996
Doc Name
1996 ANNUAL CERTIFICATIONS
Permit Index Doc Type
Prof Pond Certifications
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.
/
6
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
Annual Certification <br />1996 <br />Operator. SLURCO Corporation <br />Facility: Canadian Mine, C-81-026 <br />Pond Identification: Pond Number 2 <br />The basses for this section of this certification are Rules 4.05.9 (10) and (11) of the Regulations of the <br />Colorado Mined land Reclamation Board for Coal Mining. <br />fe) Existing and required monitorlne procedures and instrumentation. <br />Examinations of the pond are required quarterly by a qualified registered processional engineer or other <br />qualified individual under [heir direction [Rule 4.05.6(13) and 4.05.9(13)]. Quarterly inspections were made <br />on 28 March 1996, 9 May 1996, 22 July 1996, and 10 October 1996. The 10 Oc[ober 1996 inspection was <br />accomplished by Mr. William Mahoney, Greystone, under the direction of Mr. Byron G. Walker, a registered <br />professional engineer. Mr. Walker's qualifications are outlined under paragraph (1) below. There is no <br />existing or required instrumentation associated with the pond. <br />(b) The design depth and elevation of env impounded waters at the time of the initial certification report or <br />the average and maximum depths end elevations of any impounded waters over the past veer for the annual <br />certification reports. <br />/This pond was redesigned since the initial certification. The design depth of the impounded waters was 8.5 <br />fee[ (from the bottom of the pond to the invert of the emergency spillway) and the design maximum elevation <br />of impounded waters was 8224.1 (elevation of the invert of the emergency spillway) feet at the time of the <br />revised certification report (Figure 3, Reclamation Project, As -Built Topography, 11/10/87, and Appendix Q, <br />pages Q-1 and Q-2, revised 11/30/94). The average depth of impounded waters (reported in the four 1995 <br />quarterly reports) is estimated as 2 foot (elevation 8217.6). The maximum observed depth was approximately <br />3.4 toot (elevation 8219.0). <br />(c) Existing storage capaci[y o[ the dam or embankment. <br />The existing storage capacity of the dam is estimated to be approximately 16.2 acre feet (from the bottom of <br />the pond to the invert of [heemergency spillway)(Stage-Volume Analysis Sedimentation Pond #2, Figure Q-4, <br />11/L9/'94). <br />fd) Any fires occurring in the construction material up to the date of the initial certification or over the past <br />year for the annual certification reports. <br />No fires were reported up to the date of the initial certification, and no indication of fires in the construction <br />materials of the dam was observed during the past year. <br />fel Anv other ascect o[ the dam or embankment effecting stability. <br />Current stability of the embankment is not affected by any aspect of the dam <br />Canadian Strip Mine Pond #2 Certification, 1 November 1996, Page 1 of 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.