My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJC00467
CWCB
>
Loan Projects
>
Backfile
>
2001-3000
>
PROJC00467
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:43:59 AM
Creation date
10/6/2006 12:08:25 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150132
Contractor Name
GMS Land & Cattle Company
Contract Type
Loan
Water District
0
County
Weld
Bill Number
MC3
Loan Projects - Doc Type
Feasibility Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
67
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).
Show annotations
View images
View plain text
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />STATE OF COLORADO <br /> <br />WATER DIVISION ONE <br />OFFICE OF THE STATE ENGINEER <br />Division of Water Resources <br />Department of Natural Resources <br />810 9th Street, Suite 200 <br />Greeley, Colorado 80631 <br />Phone: 1970) 352.8712 <br />FAX: 1970) 392.1616 <br /> <br /> <br />Bill Owens <br />Governor <br /> <br />www.water.state.CQ.us <br /> <br />November 18,2002 <br /> <br />Greg E. Walcher <br />Executive Director <br /> <br />Hal D. Simpson, RE. <br />State Engineer <br />Richard l. Stenz:e( <br />Division Engineer <br /> <br />Mr. Duane H. Smith, P.E. <br />Smith Geatecr.u1.ical Engineering Consulta...~ts <br />1225 Red Cedar Circle, Suite H <br />Ft. Collins, CO 80524 <br /> <br />re: GIFFIN DAMS Nos. 1 and 2 <br />DAMIDs 010215, 010216 <br /> <br />Dear Duane: <br /> <br />Thank you for submitting the notice of intent to repair these two Minor-sized Class 3 <br />dams pursuant to Rule 6.A.(3). We have determined that plans and specifications are <br />not required for the proposed work, nor are application and fee required. <br /> <br />We have the following comments regarding the work: <br />1. Soil added to the embankment should be compacted to at least 95% of the <br />maximum dry density as determined by ASTM D 698, at a moisture content not <br />less than the optimum as determined by that method. <br />2. Concrete rubble riprap should have particle shape such that the maximum <br />dimension does not exceed three times the minimum dimension. <br />3. Trees and brush should' ;(": removed from the spillway- entrances and channels. <br /> <br /> <br />Please observe Rule 6.A.(3)(a) regarding monitoring of project status, and provide as-built <br />drawings as stated in that Rule. Our file number for this project is C-1832. The <br />requirements of Rule 5.A.(2) (drawings) do not apply, however we would appreciate your <br />providing the usual cover sheet with title, vicinity map, etc. <br /> <br />If you have any questions, please call <br /> <br />Sincerely, <br /> <br />,l <br />--./.~ <br /> <br />James R. Dub1er, P.E. <br />Dam Safety Engineer <br />
The URL can be used to link to this page
Your browser does not support the video tag.