My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10265
CWCB
>
Floodplain Documents
>
Backfile
>
9001-10000
>
FLOOD10265
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 10:12:36 AM
Creation date
10/5/2006 5:03:05 AM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Basin
South Platte
Title
Joint Southern Weld County Water System
Date
2/23/1989
Prepared For
Weld County
Prepared By
Consultants
Floodplain - Doc Type
Community File
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
78
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 />This final method of diversion is recommended because of its relatively low <br />cost. Also, by using the existing outlet, a costly and risky dam bore can be <br />avoided. <br /> <br />Three types of water facil it ies would be necessary fOl' the opel'ation of the <br />proposed NCOl,A. These include a treatment plant, storage reservoirs, and <br />transmission lines. <br /> <br />The treatment plant should logically be located as close as possible to <br /> <br /> <br />Flatiron Reservoir. This will allow a larger available pressure head since <br /> <br />the elevation drops rapidly downstreilln from Flatiron. Also, the potential <br /> <br />service area is maximized by locating the treatment plant near the Reservoir. <br /> <br />A thorough investigation would be necessary to select an exact treatment <br />process. However, there are several treatment plants currently operating <br />which use Big Thompson Project raw water and the treiitment p"ocesses employed <br />are all similal'. The NCDWA plant would probably require a similat' process <br />which consists of microstr'ainers to remove algae, pre-chlorination, chemical <br />treatment and softening, a contact basin til ptomote flocculation, mixed media <br />filtration and post-chlorination. <br /> <br />The construction of the treatment p'fant would be phased in order to keep <br />initial construction costs at a minimum. Phase I would be sufficient through <br />the year 1990 with a capacity of 48 f1GO. Prior to 1990, Phase II ~Ihich \10uld <br />raise the daily plant production by 55 ~:G would have to be const.'ucted in <br />order lc adequately serve the system through the year 2000. In a similar <br />mann".', it is recn,illllcndcd that the plant capacity be incl'cased in 10 year <br />incl'cillcnls hcginninlJ in the year 2000. The 10 year intervals ~lOuld pl'evcnt <br />excess plant Calhu:ity from gnin~J unused and also progressive innovations in <br />equip!lIent and procc~ses could he illrorpordted into the adllition. <br />13 <br /> <br />. . <br /> <br />,I <br />
The URL can be used to link to this page
Your browser does not support the video tag.