Water Resources Development by the U.S. Army Corps of Engineers in Colorado
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CODE of COLORADO REGULATIONS 2 CCR 406-1 Colorado Parks and Wildlife
DEPARTMENT OF NATURAL RESOURCES Colorado Parks and Wildlife CHAPTER W-1 - FISHING 2 CCR 406-1 [Editor’s Notes follow the text of the rules at the end of this CCR Document.] _________________________________________________________________________ ARTICLE I - GENERAL PROVISIONS #100 – DEFINITIONS See also 33-1-102, C.R.S and Chapter 0 of these regulations for other applicable definitions. A. “Artificial flies and lures” means devices made entirely of, or a combination of, natural or synthetic non-edible, non-scented (regardless if the scent is added in the manufacturing process or applied afterward), materials such as wood, plastic, silicone, rubber, epoxy, glass, hair, metal, feathers, or fiber, designed to attract fish. This definition does not include anything defined as bait in #100.B below. B. “Bait” means any hand-moldable material designed to attract fish by the sense of taste or smell; those devices to which scents or smell attractants have been added or externally applied (regardless if the scent is added in the manufacturing process or applied afterward); scented manufactured fish eggs and traditional organic baits, including but not limited to worms, grubs, crickets, leeches, dough baits or stink baits, insects, crayfish, human food, fish, fish parts or fish eggs. C. “Chumming” means placing fish, parts of fish, or other material upon which fish might feed in the waters of this state for the purpose of attracting fish to a particular area in order that they might be taken, but such term shall not include fishing with baited hooks or live traps. D. “Game fish” means all species of fish except unregulated species, prohibited nongame, endangered and threatened species, which currently exist or may be introduced into the state and which are classified as game fish by the Commission. -
79 STAT. ] PUBLIC LAW 89-298-OCT. 27, 1965 1073 Public Law 89-298 Authorizing the Construction, Repair, and Preservation of Cert
79 STAT. ] PUBLIC LAW 89-298-OCT. 27, 1965 1073 Public Law 89-298 AN ACT October 27, 1965 Authorizing the construction, repair, and preservation of certain public works ^ ' ^-'°°] on rivers and harbors for navigation, flood control, and for other purposes. Be it enacted hy the Senate and House of Representatives of the United States of America in Congress assemhled, pubiic v/orks •' xj 1 projects. Construction TITIvE I—NORTHEASTERN UNITED STATES WATER and repair, SUPPLY SEC. 101. (a) Congress hereby recognizes that assuring adequate supplies of water for the great metropolitan centers of the United States has become a problem of such magnitude that the welfare and prosperity of this country require the Federal Government to assist in the solution of water supply problems. Therefore, the Secretary of the Army, acting through the Chief of Engineers, is authorized to cooperate with Federal, State, and local agencies in preparing plans in accordance with the Water Resources Planning Act (Public Law 89-80) to meet the long-range water needs of the northeastern ^"^®' P- 244. United States. This plan may provide for the construction, opera tion, and maintenance by the United States of (1) a system of major reservoirs to be located within those river basins of the Northeastern United States which drain into the Chesapeake Bay, those that drain into the Atlantic Ocean north of the Chesapeake Bay, those that drain into Lake Ontario, and those that drain into the Saint Lawrence River, (2) major conveyance facilities by which water may be exchanged between these river basins to the extent found desirable in the national interest, and (3) major purification facilities. -
Hydrogeology, Water Use, and Simulation of Flow in the High Plains
Prepared in cooperation with the OKLAHOMA WATER RESOURCES BOARD Hydrogeology, water use, and simulation of flow in the High Plains aquifer in northwestern Oklahoma, southeastern Colorado, southwestern Kansas, northeastern New Mexico, and northwestern Texas Water-Resources Investigations Report 99–4104 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior U.S. Geological Survey Hydrogeology, water use, and simulation of flow in the High Plains aquifer in northwestern Oklahoma, southeastern Colorado, southwestern Kansas, northeastern New Mexico, and northwestern Texas By Richard R. Luckey and Mark F. Becker Water-Resources Investigations Report 99–4104 Prepared in cooperation with the OKLAHOMA WATER RESOURCES BOARD Luckey, R.R., and Becker, M.F.—Hydrogeology, water use, and simulation of flow in the High Plains aquifer in northwestern Oklahoma—USGS/WRIR 99–4104 Printed on recycled paper U.S. Department of the Interior BRUCE BABBITT, Secretary U.S. Geological Survey CHARLES G. GROAT, Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. UNITED STATES GOVERNMENT PRINTING OFFICE: OKLAHOMA CITY 1999 For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Information Services Water-Resources Division Box 25286 202 NW 66 St., Bldg. 7 Federal Center Oklahoma City, OK 73116 Denver, CO 80225 Additional information about water resources in Oklahoma is available on the World Wide Web at http://ok.water.usgs.gov iii Contents Abstract. 1 Introduction . -
Experimental Study of the Deposition and Drying of Bijou Creek Sand in a Recirculating Flume
EXPERIMENTAL STUDY OF THE DEPOSITION AND DRYING OF BIJOU CREEK SAND IN A RECIRCULATING FLUME by Pierre Y. Julien and Yi-Ching Chen Prepared for M. Guy Berthault -t#J /'; ·- ' ;} 07 '~ · / Report CER ~ PYJ-YCC15-: Engineering Research Center Colorado State University Fort Collins, CO 80523 U.S.A. July 1989 EXPERIMENTAL STUDY OF THE DEPOSITION AND DRYING OF BIJOU CREEK SAND IN A RECIRCULATING FLUME by Pierre Y. Julien and Yi-Ching Chen Prepared for M. Guy Berthault Report CER 88-89 PYJ-YCC15 Engineering Research Center Colorado State University Fort Collins, CO 80523 U.S.A. July 1989 ACKNOWLEDGEMENTS We are very grateful to M. Guy Berthault who provided financial support for the experimental program. We also thank Mr. Yasser Raslan for his assistance during the course of the experiments. TABLE OF CONTENTS Section ACKNOWLEDGEMENTS ii LIST OF TABLES . iv LIST OF FIGURES . v LIST OF PICTURES . vi LIST OF SYMBOLS . vii 1. INTRODUCTION ........................ 1 2. LITERATURE REVIEW ON BIJOU CREEK FLOOD, JUNE 1965 ...................... 2 3. EXPERIMENTS ......................... 8 3.1 Equipment ......................... 8 3.2 Sand Material ....................... 9 3.3 Procedure .......................... 12 3.4 Data Measurement . 14 4. EXPERIMENTAL RESULTS ................. 15 4.1 Run #1 ............................ 18 4.2 Run #2 ............................ 26 5 SUMMARY AND CONCLUSIONS . 33 REFERENCES . 35 iii LIST OF TABLES Table Page 1 Summary of Bijou Creek Flood Deposits, June 1965 .... 5 2 The Bijou Creek Sand Size Distribution ............ 9 3 Sediment Grade Scale . 11 4 Data Summary for RUN #1 . 18 5 Data Summary for RUN #2 26 iv LIST OF FIGURES Figure 1 Index map of Bijou Creek, north of Buyer, Colo., showing focalities where flood deposits of June 1965 were investigated ................... -
Relations of Streamflow and Specific- Condu9tance Trends to Reservoir Operations in the Lower Arkansas River, Southeastern Colorado
Relations of Streamflow and Specific- Condu9tance Trends to Reservoir Operations in the Lower Arkansas River, Southeastern Colorado By Michael E. Lewis and Daniel L. Brendle U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 97-4239 Prepared in cooperation with the COLORADO SPRINGS UTILITIES; PUEBLO BOARD OF WATER WORKS; SOUTHEASTERN COLORADO WATER CONSERVANCY DISTRICT; PUEBLO COUNTY, DEPARTMENT OF PLANNING AND DEVELOPMENT; CITY OF AURORA, DEPARTMENT OF UTILITIES; ST. CHARLES MESA WATER DISTRICT; UPPER ARKANSAS AREA COUNCIL OF GOVERNMENTS; UPPER ARKANSAS WATER CONSERVANCY DISTRICT; CITY OF PUEBLO, DEPARTMENT OF UTILITIES; PUEBLO WEST METROPOLITAN DISTRICT; FREMONT SANITATION DISTRICT; CITY OF ROCKY FORD; CITY OF LAS ANIMAS; AND CITY OF LAMAR Denver, Colorado 1998 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Thomas J. Casadevall, Acting Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Information Services Box 25046, Mail Stop 415 Box 25286 Denver Federal Center Federal Center Denver, CO 80225-0046 Denver, CO 80225 CONTENTS Abstract.................................................................................................................................................................................. 1 Introduction..............................................................................................^^ -
Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011
Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011 Tri‐Lakes Report for Bear Creek, Chatfield, and Cherry Creek Lakes near Denver, Colorado Chatfield Dam ‐ July 2010 Prepared by: Engineering Division Hydrologic Engineering Branch Sedimentation and Channel Stabilization Section M.R.B. Sediment Memorandum 23a U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISION OMAHA – KANSAS CITY – PORTLAND – SEATTLE – WALLA WALLA DISTRICTS The U.S. Army Corps of Engineers Missouri River Basin (M.R.B.) Sediment Memoranda Program was established for the development of practical sediment engineering for rational evaluation, regulation, and utilization of fluvial sediment phenomena. It was implemented as a comprehensive, Missouri River basin‐wide program for coordination of studies of sediment problems in the overall basin program for flood control and allied purposes as well as for continuity and perspective in the planning and design of individual projects. The program includes both investigations for the development of sediment transport theory and observation of existent and occurring phenomena for the purpose of developing the applications of theory to practical problems, developing empirical relationships and providing aids to judgment. i M.R.B. Sediment Memorandum 23a ACKNOWLEDGEMENTS M.R.B. 23a, Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised July 2011, was prepared by the U.S. Army Corps of Engineers, Omaha District. The Project Technician for this study is: Mr. Larry Morong Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2353 The Project Engineer for this study is: Ms. Jennifer Gitt Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2356 Under the guidance and supervision of: Mr. -
1975) for the Report-Year November 1, 1974 to October 31, 1975
TWENTY-SEVENTH ANNUAL REPORT ARKANSAS RIVER COMPACT ADMINISTRATION (1975) For the Report-Year November 1, 1974 to October 31, 1975 LAMAR, COLORADO December 9, 1975 Twenty-Seventh Annual Report Arkansas River Compact Administration (1975) For the Report-Year November 1, 1974 to October 31, 1975 LAMAR, COLORADO December 9, 1975 THE ADMINISTRATION APPOINTMENT PENDING Chairman and Represent.a tive of the United States ROBERT TEMPEL, HARRY BATES, JR., and FELIX L. SPARKS for Colorado CARLE. BENTRUP, M. P. REEVE, and GUYE. GIBSON for Kansas ******* 800 South Eighth Street Lamar, Colorado 81052 1- TABLE OF CONTENTS 1. Members of the Administr(\tion. ....................... 3 2. Officers of the Administration . ....... 3 3. Standing Committees. .......... 4 4. Meetings . ................ 4 5. Fiscal. ............ 4 6. Facts about John Martin Reservoir Project. ... 6 7. Cooperative Studies and Activities..... 8 8. Water Supply, Reservoir Operation, and Hydrologic Data. 8 9. Gaging Stations . .. 9 10. Findings of Fact by the Administration . ... 10 Appendices: Appendix "A" Auditor's Report ................................. 12 Appendix "B-1" Daily Discharges; Arkansas River near Pueblo, Colorado ............................. 16 Appendix "B-2" Daily Discharges; Arkansas River at Las Animas, Colorado . ............ 17 Appendix "B-3" Daily Discharges; Purgatoire River near Las Animas, Colorado ................ .. 18 Appendix "B-4" River Flow into John Martin Reservoir. .19 Appendix "B-5" Daily Contents, John Martin Reservoir .. .. 20 Appendix "B-6" Outflow from John Martin Reservoir ......... .21 Appendix "B-7" Daily Discharges; Arkansas River at Lamar, Colorado ................................. 22 Appendix "B-8" Daily Discharges; Arkansas River at Colorado-Kansas Stateline . .............. 23 Appendix "B-9" Demands by Colorado for Reservoir Water ..... ....... 24 Appendix "B-10" Demands by Colorado for River Flow ..... -
South Pacific Division
2019 Water Management and Civil Works Activities Exhibit D (This page intentionally left blank) Contents 1. General ................................................................................................................... 1 2. Water Management Operations .............................................................................. 1 a. Trinidad and John Martin Dam and Reservoir Elevation Area Capacity Tables .. 1 b. Trinidad Dam and Reservoir ................................................................................ 2 c. John Martin Dam and Reservoir .......................................................................... 2 3. Operations and Maintenance .................................................................................. 4 a. Trinidad Dam and Reservoir ................................................................................ 4 b. John Martin Dam and Reservoir .......................................................................... 5 4. Civil Works .............................................................................................................. 6 a. Continuing Authorities Program ........................................................................... 6 b. Investigations Program ........................................................................................ 7 5. Flood Risk Management Program ........................................................................... 7 6. Regulatory Program ............................................................................................... -
Your Guide to Colorado's 41 State Parks
COLORADO PARKS & WILDLIFE Your Guide to Colorado’s 41 State Parks 2019-2020 Edition cpw.state.co.us CAMPING RESERVATIONS • 1-800-244-5613 • cpw.state.co.us i Welcome to Your State Parks! Plan Your Visit Wherever you go in Colorado, there’s Colorado’s state parks are open every day of the year, weather Cheyenne Mountain a state park waiting to welcome State Park permitting. Day-use areas are generally open from 5 a.m. to you. Mountains or prairies, rivers or 10 p.m., and some parks may have closed gates after hours. forests, out in the country or next to Campgrounds are open 24 hours a day. Contact individual parks the city… Colorado’s 41 state parks are for specific hours of operation and office hours. Check our website as diverse as the state itself, and they for seasonal or maintenance closures: cpw.state.co.us offer something for everyone. Take a hair-raising whitewater river trip, or Entrance Passes kick back in a lawn chair and watch All Colorado state parks charge an entrance fee. Cost of a daily pass the sunset. Enjoy a family picnic, cast may vary by park ($8–$9). They cover all occupants of a vehicle and a line in the water, take a hike, ride a are valid until noon the day after purchase. Some parks may charge horse, try snowshoeing or discover a per-person fee for cyclists and walk-ins ($4). Fees are used to help geocaching. From Eastern Plains pay operating costs. Cherry Creek State Park charges an additional parks at 3,800 feet to high-mountain fee for the Cherry Creek Basin Water Quality Authority. -
The Francis Whittemore Cragin Collection
The Francis Whittemore Cragin Collection Extent: Approximately 10 cubic feet. Finding Aid Prepared By: Michelle Gay, Spring 2001. Provenance: The materials in this collection were bequeathed to the Colorado Springs Pioneers Museum in the will of Francis W. Cragin, and were received shortly after his death. If more information is needed, please see the archivist. Arrangement: Materials were divided into series according to original order and type. In all cases, priority was given to the preservation of original order. Copyright: The materials in the collection may be assumed to be copyrighted by the creator of those materials. The museum advises patrons that it is their responsibility to procure from the owner of copyright permission to reproduce, publish, or exhibit these materials. The owner of copyright is presumed to be the creator, his or her heirs, legates, or assignees. Patrons must obtain written permission from the Colorado Springs Pioneers Museum to reproduce, publish, or exhibit these materials. In all cases, the patron agrees to hold the Colorado Springs Pioneers Museum harmless and indemnify the museum for any and all claims arising from the use of the reproductions. Restrictions: The Colorado Springs Pioneers Museum reserves the right to examine proofs and captions for accuracy and sensitivity prior to publication with the right to revise, if necessary. The Colorado Springs Pioneers Museum reserves the right to refuse reproduction of its holdings and to impose such conditions as it may deem advisable in its sole and absolute discretion in the best interests of the museum. Oversized and/or fragile items will be reproduced solely at the discretion of the Archivist. -
Geologic Map of the Fort Morgan 7.5' Quadrangle, Morgan County, Colorado
U.S. Department of the Interior Scientific Investigations Map 3408 U.S. Geological Survey Sheet 1 of 2 Qa3 CORRELATION OF MAP UNITS Qlg Qa2 Berry and others, 2015b). The oldest ages are for two interior-most subsamples (2005) for buried soils that provide maximum-limiting ages for uppermost sand Qay Qel INTRODUCTION QNn [The Louviers Alluvium (Qlv) and old alluvium (Qao) do not crop out in the study are but are present in 230 14 Kp Qlg Qay that produced apparent closed-system Th/U ages within analytical uncertainty deposits in adjacent or nearby quadrangles: 0.64±0.11 cal ka B.P. (0.68±0.08 C Qa3 the subsurface; for this reason, the units are blank but maintained for correlation purposes] of one another (Wp67–5 and Wp67–7, table 3, sheet 2; see fig. 1-1 in Paces, ka B.P., Beta–70542) near Bijou No. 2 Reservoir in Weldona 7.5´ quadrangle; The Fort Morgan 7.5´ quadrangle is located on the semiarid plains of northeastern Colorado, Qg Qel Qac 2015). The error-weighted average value of these two oldest ages, 15.24±0.06 ka, 14 along the South Platte River corridor where the river has incised into Upper Cretaceous Pierre Qay SURFICIAL DEPOSITS 1.14±0.16 cal ka B.P. (1.23±0.08 C ka B.P., Beta–70543) at Milliron Draw in Kp 14 Shale. The Pierre Shale is largely covered by surficial deposits that formed from alluvial, eolian, Qlg Qay may most closely estimate the minimum age of the deposit that contained the bone. -
U.S. Army Corps of Engineers, Omaha District Replacing Dams at Popular
Replacing dams How the Corps of Engineers Discovering a at popular Air Force used creativity to maximize steamboat relic of Academy recreation area flood risk reduction Missouri River trade Icy spillway tests workers at Gavins Point Dam U.S. Army Corps of Engineers, Omaha District March 2013 – Vol. 18, Issue 1 IN THIS ISSUE. Civil Works 2 A frosty proposition - $3 million will get you the largest assessment and repair job ever at Gavins Point Dam, and some chilled marrow to boot Construction 4 Experience Rules - USAF selects Corps to replace Leo and Grace Lake Dams at Farish Recreation area in Colorado Military Construction 6 Effective partnerships - are the Omaha District’s specialty. Thus our involvement in rebuilding Butts Army Airfield. Maj. Eli Adams contributed this article Sustainable Solutions 8 Corps Creativity - is the district calling card, and brought about groundbreaking results in post-flood levee repair work Special Projects 10 A thorough look - at the upcoming Cherry Creek Dam safety modification study is offered by guest writer Ryan Larsen Spotlight 12 Quite a history - of formulating superb relationships and working long, grinding hours gain Hard Hat of the Year award for Larry Kempton Cultural Resources 14 A river of debris - brings Omaha District into the steamboat shipwreck arena. Changes in meandering Missouri River covered up ghostly timber until… On the cover: Gavins Point spillway. Photo by Harry Weddington U.S. Army Corps of Engineers, Omaha District Omaha Outlook is a quarterly publication produced by the Public Affairs Office 1616 Capitol Ave., Suite 9000 for the U.S. Army Corps of Engineers, Omaha District, in accordance with Omaha Neb.