My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ01898 (2)
CWCB
>
Loan Projects
>
DayForward
>
0001-1000
>
PROJ01898 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:22:25 AM
Creation date
2/21/2008 2:45:34 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153700
Contractor Name
Norwood, Town of and Norwood Water Commission
Contract Type
Loan
Water District
60
County
San Miguel
Bill Number
HB 93-1273
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.
/
26
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 />MEMORANDUM <br /> <br />TO: <br /> <br />Town of Norwood Water Commission <br />Norwood, Colorado <br /> <br />FROM: <br /> <br />Bill Hamann, WestWater Engineering <br />Grand Junction, Colorado <br /> <br />RE: <br /> <br />Cost of Pipeline From Gurley Reservoir <br /> <br />DATE: <br /> <br />December 5, 1994 <br /> <br />During the hearings before the Colorado Water Conservation Board on November 4, 1994, a <br />CWCB board member apparently asked the question as to how the cost of the Gurley <br />Pipeline had jumped from $320,000 to almost one million dollars. The question is basically a <br />result of a misunderstanding of the actual costs of the pipeline. The purpose of this <br />memorandum is to provide background information on why this question was asked as it <br />relates to the actual costs of the pipeline. <br /> <br />The preliminary engineering report prepared by WestWater Engineering in November 1991 <br />developed costs for a pipeline from Gurley Reservoir to the Town reservoir. In that report <br />costs were developed for two alternate pipelines; a 6 inch ductile iron pipe and a 6 inch <br />PVC pipe. The costs, as shown in Table IV-F of the report (copy enclosed), are as follows: <br /> <br />6" DIP with intake - $445,200 <br />6'! PVC pipe with intake - $382,600 <br /> <br />The costs do not include engineering, legal or administrative costs. These costs, which were <br />estimated to be 15%, were added later in the report in Chapter VII, which provided the <br />summary and recommendations for all costs developed earlier in the report (Table VII-A <br />from that chapter is enclosed). <br /> <br />~ <br /> <br />The 1991 Report also included an analysis for installing the hydroelectric plant on the <br />waterlines. A preliminary evaluation indicated that a hydro plant using an 8" ductile iron <br />pipe could produce a net revenue of $6,450 per year. This annual income would service a <br />debt of $118,000. Thus, in Table IV-J, which summarized the construction costs for all <br />improvements to the raw water supply (copy enclosed), a footnote was added that the <br />income from the hydroelectric plant would reduce the annual payments such that the <br />equivalent debt for the 6" DIP system would be $327,200 ($445,200-$118,000). Later in the <br />report, in Table VII-A (which summarized all of the alternatives), the cost of the domestic <br />pipeline was listed at $327,600; however, it also had a footnote that the listed number <br />assumes that a hydroelectric plant would be built. <br /> <br />-~ <br />
The URL can be used to link to this page
Your browser does not support the video tag.