My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REV91917
DRMS
>
Back File Migration
>
Revision
>
REV91917
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 3:13:25 AM
Creation date
11/21/2007 11:16:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
8/13/1986
Doc Name
TR 25 PYEATT GULCH AND JOHNSON GULCH DRAINAGE AND SEDIMENT CONTROL PLAN FN C-010-81
From
TRAPPER MINING INC
To
MLRD
Type & Sequence
TR25
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.
Page 1 of 1
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 /> <br />TR9PPER MININ&IN~. <br />• III IIIIIIIIIIIIIIII <br />999 <br />August 13, 1986 <br />Pfs. Candace M. Thompson <br />Colorado Pfined Land Reclamation Division <br />423 Centennial Building <br />1313 Sherman Street <br />Denver, CO 80203 <br />RE: Technical Revision No. 25, Pyeatt Gulch and Johnson Gulch Drainage and <br />Sediment Control Plan, File No. C-010-81. <br />Dear Candy: <br />Enclosed are the revised drainage and sediment control plans for Johnson Gulch <br />and Pyeatt Gulch. The new plans include designs which are based on methodo- <br />logies and hydrologic modelling parameters that we have agreed on over the <br />past few months. The enclosed document should completely replace the tech- <br />nical revision document that we submitted in April. Once approved, we will. <br />provide the Division with the appropriate number of copies. <br /> As you are aware, our primary design objective was meeting, the effluent limi- <br /> tation for settleable solids a s predicted by the hydrologic model. Of course, <br /> other factors influenced the design, including existing field configuration, <br /> practical spillway design, common construction practice, and prudent engineer- <br />'~. ing judgement. The predicted peak effluent settleable concentrations a[ [tre <br /> discharge points in Johnson Gu lch, Middle Pyeatt Gulch, and East Pyeatt Gulch <br /> are 0.0011 ml/1, 0.0022 ml/1, and 0.0007 ml/1, respectively. <br /> For your convenience in eval uating our hydrologic models, I have included <br /> listings of the batch input fi les, along with copies of each file on a flexi- <br /> ble disk. The disk files are named JOHNSON.DAT, hiPYEATT.DAT, and EPYEATT.DAT <br /> for the Johnson model, Afiddle Pyeatt model, and t}~e East Pyeatt model. The <br /> listings of [he batch input fi les follow the output listings for each model. <br /> Enclosed also is a revised permit page, Appendix Q, Specifications for <br /> Impoundments, which addresses pond construction practices. Once approved, <br /> this page shold replace the existing page in the Division's copies of our <br /> permit application. <br /> If you have any questions or comments regarding these plans, please feel free <br /> to contact me. We would appr eciate prompt approval so we can complete con- <br /> struction of the 19iddle Pyeatt dams during [he 1986 construction season. <br /> Sin <br />cer <br />e <br />ly, <br /> / <br />~ <br />~ <br />/~ <br />j/ /~ <br /> _ <br />Collin R. Fay <br /> Project Engineer <br /> CRF/jb <br /> Enclosures <br /> pc R.L. Fanyo, WDBST <br /> J.C. Kubic, CDOH <br /> L.W. Henderson <br /> P.O. Box 187 Craig. Colorado 81626 (303) 824-4401 <br />
The URL can be used to link to this page
Your browser does not support the video tag.