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Last modified
7/14/2009 5:02:31 PM
Creation date
6/1/2009 12:46:17 PM
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UCREFRP
UCREFRP Catalog Number
7884
Author
Hydrosphere Resource Consultants.
Title
Reconnaissance Evaluation of Yampa River Diversion Structures.
USFW Year
1995.
USFW - Doc Type
Boulder, CO.
Copyright Material
NO
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1 <br /> <br />P <br /> <br />1 <br />1 <br /> <br />1 <br />t <br /> <br />[l <br /> <br /> <br /> <br /> <br />TABLE OF CONTENTS <br />CHAPTER 1 - INTRODUCTION <br />BACKGROUND ..................................................................................... 1-1 <br />Hydrologic Setting ................................................................................ 1-1 <br />Endangered Species .............................................................................. 1-1 <br />Diversion Structures .............................................................................. 1-4 <br />PROBLEM STATEMENT ......................................................................... 1-4 <br />OBJECTIVES OF STUDY ......................................................................... 1-5 <br />City of Craig Municipal Diversion ............................................................ 1-6 <br />CHAPTER 2 - INVENTORY AND FIELD RECONNAISSANCE <br />INITIAL INVENTORY ............................................................................ 2-1 <br />INITIAL FIELD RECONNAISSANCE ......................................................... 2-4 <br />SECOND FIELD RECONNAISSANCE ........................................................ 2-5 <br />DETAILED SITE SURVEYS ..................................................................... 2-6 <br />CHAPTER 3 - EVALUATION OF DIVERSION STRUCTURES <br />DESCRIPTION OF STRUCTURES EXAMINED IN FIELD .............................. 3-1 <br />Marshall-Roberts Ditch .......................................................................... 3-1 <br />Colorado Utilities Ditch and Pipeline (Hayden Generating Station) ..................... 3-1 <br />Williams Ditch ..................................................................................... 3-2 <br />Walker Irrigating Ditch .......................................................................... 3-2 <br />Shelton Ditch ...................................................................................... - <br />3- <br />Cary Ditch .......................................................................................... <br />3- <br />Brock Ditch ........................................................................................ <br />Deep Cut Ditch .................................................................................... - <br />3-4 <br />City of Craig Diversion .......................................................................... <br />Mack Ditch ......................................................................................... - <br />Lowry Seely Pump ............................................................................... 3-4 <br />Henry Sweeney Ditch ............................................................................ 3-5 <br />K. Diamond/Patrick Sweeney Ditch ........................................................... - <br />Old Sweeney Ditch ............................................................................... 3-5 <br />3- <br />Maybell Canal ..................................................................................... <br />GENERAL OBSERVATIONS ON DIVERSION STRUCTURES ......................... 3-6 <br />PROBLEMATIC DIVERSION STRUCTURES ............................................... 3-7 <br />Structures Within Designated Critical Habitat ............................................... 3-7 <br />Structures Upstream of Designated Critical Habitat ....................................... 3-9 <br />CHAPTER 4 - MITIGATION AND MODIFICATION ALTERNATIVES <br />CLASSIFICATION OF DIVERSION STRUCTURES ....................................... 4-1 <br />Streambank Structures ........................................................................... 4-1 <br />Temporary Instream Structures ................................................................ 4-1 <br />Permanent Instream Structures ................................................................. 4-2 <br />STRUCTURE MODIFICATION ALTERNATIVES ......................................... 4-2 <br />
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