My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP10956
CWCB
>
Water Supply Protection
>
Backfile
>
10001-10999
>
WSP10956
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:15:24 PM
Creation date
10/12/2006 4:37:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8210.470
Description
Pacific Southwest Interagency Committee
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
8/1/1963
Author
PSIAC
Title
Pacific Southwest Water Plan - Appendix - August 1963
Water Supply Pro - Doc Type
Report/Study
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
301
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 />10 <br /> <br /> <br />o i) 2 244 <br /> <br />. <br /> <br />Plan 3 (West Side Route with Service to East Sidel--This plan <br />proposes to conserve and convey an additional water supply of <br />1,200,000 acre-feet through storage on Trinity River and enlargement <br />of the California Aqueduct with additional service to east side <br />San Joaquin Valley. For developing the additional supply two <br />storage reservoirs are proposed on the Trinity River. Helena Reser- <br />voir, with a gross storage capacity of 2,800,000 acre-feet, would be <br />built on the main Trinity River downstream from Lewiston Dam. This <br />reservoir would develop an annual new water yield of 600,000 acre- <br />feet which would be diverted to the Sacramento River. Subsequently, <br />Eltapom Reservoir, with a gross storage capacity of 3,100,000 acre- <br />feet, would be constructed on the South Fork of Trinity River. This <br />reservoir also would develop an annual yield of 600,000 acre-feet <br />which would be diverted to Helena Reservoir, with subsequent diversion <br />to Sacramento River. Power generating facilities would be incorporated <br />with these proposed developments. Estimated capital costs of these <br />reservoirs and associated facilities are $540,000,000. Annual OM&R <br />costs would be offset by power revenues with a net annual amount <br />remaining of about $12,300,000. <br /> <br />This increased yield of 1,200,000 acre-feet would be conveyed <br />through the California Aqueduct. Incremental capacity would be pro- <br />vided in the aqueduct from ,San Luis Forebay to the terminal Perris <br />Reservoir. Through the San Luis service area (Federal) a parallel <br />canal is contemplated in view of the advanced construction status <br />of the Federal-State system. The State of California estimates the <br />incremental capital cost of facilities for conveying this additional <br />water to southern California at $368,000,000. Savings of approxi- <br />mately $50,000,000 are estimated if the incremental capacity could <br />be incorporated with the Federal-State system through the San Luis <br />area. <br /> <br />The estimated total capital cost for this prospective plan, <br />-including storage reservoir systems and incremental conveyance to <br />southern California through the California Aqueduct, is $905,000,000. <br />The net annual OM&R and pumping costs are $16,540,000. <br /> <br />. <br /> <br />Under this proposal, the additional 1,200,000 acre-feet of <br />water would be stored and conveyed to southern California at an <br />estimated average annual equivalent cost of $48.00 per acre-foot, <br />including interest at 3 percent and amortization of the facilities <br />in 50 years. <br /> <br />The average annual acre-foot cost given is computed by using <br />incremental costs of enlargement of part of the California Aqueduct. <br />Appropriate allocation of costs between the California Aqueduct and <br />the proposed incremental enlargement under this plan may reflect <br />some increase in this acre-foot value. <br />
The URL can be used to link to this page
Your browser does not support the video tag.