My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ00026
CWCB
>
Loan Projects
>
Backfile
>
1-1000
>
PROJ00026
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:01:57 AM
Creation date
10/5/2006 11:29:58 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153412
Contractor Name
Louisville, City of
Contract Type
Loan
Water District
6
County
Boulder
Bill Number
HB 83-1102
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.
/
106
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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br />be filled either from direct flow diversions from South Boulder Creek via the <br />Community Ditch and Louisville Lateral, direct flow diversions through a by-pass <br />from the E1dorado Springs pipeline, or deliveries from Marshall Lake. Only sporadic <br />water quality data was available for South Boulder Creek upstream of the Eldorado <br />Springs pipeline point of diversion, however Table 10 shows water quality data <br />for Marshall Lake. <br />Each of the proposed storage alternatives at Harper Lake would have an <br />average depth of 18 feet. Shallow reservoirs such as this are subject to periodic <br />turnover from aerobic to anaerobic conditions in the fall which can possibly <br />create taste, odor and potential bacterial or virus problems. However, anaero- <br />bic conditions could be avoided in the Harper Lake facility by periodically <br />treating the lake with copper sulfate and alum as is presently done in Louisville <br />Reservoir. As an additional measure to reduce the possibility of anaerobic <br />conditions, it is recommended that a by-pass be constructed from the Eldorado <br />Springs pipeline to the Harper Lake storage facility. This would allow for <br />year-round circulation of water in Harper Lake. Without the pipeline by-pass, <br />circulation would only occur during the irrigation season when deliveries are <br />being made through the Louisville Lateral. <br />By constructing the by-pass pipeline and periodically treating the water <br />in Harper Lake with copper sulfate, the water quality in Harper Lake would be <br />expected to be similar to that of Louisville Reservoir. Louisville Reservoir <br />is approximately 20 to25 feet deep at its deepest point and has an average depth <br />of 12.5 feet. In spite of its shallow depth, the overall water quality in Louis- <br />ville Reservoir is considered to be well within acceptable limits for municipal <br />raw water supplies, due primarily to periodic treatments with copper sulfate <br />and maintenance of circulation through the lake with water deliveries from the <br />Eldorado Springs pipeline. <br /> <br />27 <br />
The URL can be used to link to this page
Your browser does not support the video tag.