My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP03307
CWCB
>
Water Supply Protection
>
Backfile
>
3001-4000
>
WSP03307
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:49:40 PM
Creation date
10/11/2006 11:39:10 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8277.600.10
Description
Big Sandy River Unit - Colorado River Salinity Control Program
State
WY
Basin
Colorado Mainstem
Date
1/1/1981
Title
Big Sandy River Unit Plan of Study
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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 />CHAPTER I <br /> <br />INTRODUCTION <br /> <br />Purpose of Plan of Study <br /> <br />This plan of study has been prepared to outline the upcoming feasibility <br />investigation for the Big Sandy River Unit of the Colorado River Water Quality <br />Improvement Program concerning plans for data collection, exchange of informa- <br />tion, plan formulation and evaluation, scheduling of work, and input from <br />various offices of the Water and Power Resources Service (Water and Power) and <br />other agencies. It also provides a plan for public involvement. The need for <br />the study and the work required to satisfy its requirements is outlined. The <br />organization of the study team and the methods to be employed are discussed, <br />and the legal requirements and constraints governing the effort are identi- <br />fied. In short, the plan of study will document the essential elements of the <br />investigation. Questions concerning the study shall be directed to Team <br />Leader, Big Sandy River Unit, Grand Junction Projects Office, 764 Horizon <br />Drive, Grand Junction, Colorado 8l50l. <br /> <br /><"'. <br />/:! ,-;- <br />,...,~'1"i;l <br />';"" <br /> <br />Purpose of the Investigation <br /> <br />The investigation is being conducted to identify and delineate the saline <br />ground water system or systems in the Big Sandy River area of Wyoming that are <br />annually contributing about 110,000 tons of dissolved solids to the Big Sandy <br />River which in turn is deposited into the Green River and then into the Colo- <br />rado River. Saline seeps and springs drain into the Big Sandy River along a <br />l5-mile reach located west of Eden. The combined discharge is about 25 to 30 <br />cubic feet per second (cfs) and varies in concentration from 3,000 to 5,500 <br />milligrams per liter (mg/L). The investigation will study alternative benefi- <br />cial uses of the saline water and identify, study, and evaluate alternative <br />plans, which if implemented, would reduce the current salt contribution. <br />Because of the large volume of water and salt produced by the springs and <br />seeps, potential beneficial uses and disposal methods will be of particular <br />concern. Each alternative plan will be evaluated from technical, economic, <br />social and environmental standpoints. <br /> <br />t/~~"''-' <br />'fr'j!~-Jji <br />';-:--., <br /> <br />One of the major problems facing the people in the Colorado River drain- <br />age is that of maintaining adopted salinity standards while the Basin States <br />continue to develop their compact apportioned waters. The Colorado River at <br />its headwaters in the mountains of north-central Colorado has a salinity of <br />only about 50 mg/L. The salinity progressively increases downstream as a <br />result of water diversions and salt contributions from a variety of sources <br />and in 1977 averaged about 82l mg/L at Imperial Dam, the last major diversion <br />point in the United States. Unless control measures are undertaken, the con- <br />centration will continue to increase) reaching levels estimated by the Water <br />and Power Resources Service of 1,090 to l,140 mg/L at Imperial Dam by the year <br />2000. Water of 1,000 mg/L or less is generally considered to be satisfactory <br />2 <br /> <br />G'~fL, '/O <br />
The URL can be used to link to this page
Your browser does not support the video tag.