My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ01868
CWCB
>
Loan Projects
>
Backfile
>
2001-3000
>
PROJ01868
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/18/2014 1:34:21 PM
Creation date
4/9/2007 2:52:18 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153829
Contractor Name
Eagle Park Reservoir Company
Contract Type
Loan
Water District
37
County
Eagle
Bill Number
SB 96-153
Loan Projects - Doc Type
Contract Documents
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
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 /> <br />~ <br /> <br /> <br />I <br />1 <br /> <br /> <br />'- <br />. <br /> <br />! <br /> <br /> <br />W.W. Wheeler & Assoc <br /> <br />TEL:1-303-761-2802 <br /> <br />16:09 No.004 P.06 <br /> <br />Jan 22 96 <br /> <br />, <br /> <br />Jdk <br />6(; ;9S/ <br /> <br />flV~/ <br />Vftf <br /> <br />MEMO OF DESIGN REVIEW <br />EAGLE'PARK RESERVOIR <br />AKA Climax Moly 14 <br />Wator Pi~ision 5, OAMID: 370103 <br /> <br />;I: ntroducti on: The Climax Moly 14 is being converted from a <br />tailings dam to a storage reservoir and is to be renamed as Eagle <br />Park Dam. <br /> <br />The engine"er is. Mr. <br />Assooiates. The following <br /> <br />Douglas Seely of W, W. Wheeler and J I 1 <br />is the 'pertinent information: " . if <br />pJ~ <br />1. I ,pI! tI <br /> <br />Dam Hei'9"ht <br />Water Operating depth <br />storage Capacity at spillway <br />Outlet diameter <br />Outlet capacity @ spillway elev, <br />Spillway Elevation <br />Dam Crest Elevation <br />Spillway Capacity <br /> <br />135 feet <br />. 33. 5 feet <br />t16 30 aore <br />24-inch <br />51 ofs <br />10,717.5 <br />10725 <br />1268 cfs <br /> <br />? <br />fee~ ' <br /> <br />Review of Hvdrology and Desi9n Report General Comments: <br /> <br />~ology Re~ults 75% PMP stat~ Consultant <br />CHALK RES: <br />Flow into res. (cfs) 2258 2320 <br />Discharge (cfa) 2061 2026 <br />Overtop d.epth (feet) .36 . 53 <br />ROBINSON RES: <br />Flow into rea. (cfs) 6970 7140 <br />Disoharge (cfs) 614 726 <br />Freeboard (feet) 1. 4 1. 2 <br />EAGLE PARK: <br />Flow into res. (efs) 6735 8900 <br />Discharge (cfs) 556 627 <br />Freeboard (feet) 2. 5 2, 3 <br /> <br />Hydrologic adequaoy is verified and is acceptable, The <br />~onsultant6 study also shows Eagle Park will safely pass 100% of <br />the HMR49 PMP. <br /> <br />Differences between the hydrologic and hydraulic results are <br />insignificant and are considered acceptable. <br /> <br />The inatallatlon of tha outlet wit:b1.n a Q,tlm einl)/'lnkl11~nt without <br />a solid rock foundation, isnorrnally discouraged, however the dam <br />'has been i.n place for ovar 30 yeaX"s, This is more than adequate <br />time for the structure to have completed its settlement and it is <br />therefor. not expected that the outlet would experience any <br />settlement, after construotion. <br />
The URL can be used to link to this page
Your browser does not support the video tag.