Technical Memorandum

Total Page:16

File Type:pdf, Size:1020Kb

Technical Memorandum TECHNICAL MEMORANDUM TO: WWDC DATE: May 12, 2010 FROM: MWH REFERENCE: Wind-Bighorn Basin Plan SUBJECT: Task 3F – Water Use from Storage The purpose of this technical memorandum is to document water use from storage in the Wind-Bighorn River Basin to support the Wind-Bighorn Basin Plan Update (Basin Plan Update). This information updates and expands on work completed during the previous Basin Plan completed in 2003. Contents Section 1 – Introduction ...................................................................................................................... 1 Section 2 – Reservoirs in Study Area ................................................................................................. 2 Reservoir Descriptions .................................................................................................................... 3 Section 3 – Irrigation Projects in the Study Area ............................................................................... 14 Pick-Sloan Missouri Basin Program Project .................................................................................. 14 Shoshone Project ......................................................................................................................... 16 Wind River Irrigation Project ......................................................................................................... 16 Section 4 –Water Use from Storage (Evaporation) ........................................................................... 17 Section 5 – Potential Reservoir Sites................................................................................................ 19 Section 6 – Summary ....................................................................................................................... 22 Section 7 – References .................................................................................................................... 23 Appendix A – Existing Reservoir Data ................................................................................................. 25 Appendix B – Framework Water Plan Potential Reservoir Sites ........................................................... 33 Appendix C – WWDC List of Potential Reservoir Sites ........................................................................ 41 Section 1 – Introduction Water storage within the Wind-Bighorn Basin (Basin) was documented in the previous Basin Plan for irrigation, municipal, industrial, recreation, fisheries, and flood control purposes. Total storage capacity, for reservoirs with capacity of at least 500 acre- feet is about 3 million acre- feet. Reported water use from the previous Basin Plan includes consumptive use from reservoirs in the form of evaporation and releases from storage to meet the uses described above. This memorandum updates evaporation and releases from storage values by including data for years since the previous Basin Plan using the hydrologic model study period and by updating evaporation calculations using the same methodology as that from the 2003 Wind-Bighorn Basin Plan Storage technical memorandum (LA 2003). Appendix A includes area-elevation-capacity tables for all reservoirs used in the basin model (see Technical Memorandum 4C – Surface Water Availability). Larger Bureau 1 of Reclamation (Reclamation) managed reservoirs have more detailed tables. Historical end of month reservoir contents, average monthly release rates are also included in Appendix A. Monthly precipitation and evaporation for each reservoir is included in a new Microsoft Access database developed as part of the Basin Plan Update called Wind-Bighorn Hydro. Only summary data are presented in this technical memorandum. See Technical Memorandum 4B – Database and Model Operations for more information on the database. Section 2 – Reservoirs in Study Area There have been no new reservoirs with a capacity over 500 acre-feet permitted within the Basin since the time the previous Wind-Bighorn Basin Plan was completed. Table 1 lists all reservoirs within the Basin that have permitted capacity of more than 500 acre-feet of storage and includes permitted capacities and main reservoir uses. Figure 1 shows the locations of the reservoirs. Table 1. Reservoirs with More Than 500 acre-feet Permitted Storage Capacity Permitted Capacity Sub Basin Reservoir Name Source Use 1 (acre-feet) Clarks Fork Luce Reservoir Paint Creek irr 645.25 Upper Wind Bull Lake Reservoir Bull Lake Creek dom-irr-mfg-pwr 151,951 Pilot Butte Reservoir Big Wind River irr–pwr-mun 34,600 Teapot Reservoir Dry Creek irr 1,578 Little Wind Dinwoody Lakes Dinwoody Creek irr 3,900 Ray Lake Little Wind River irr 6,980 Washakie Reservoir Little Wind River irr 7940 Popo Agie Christina Reservoir Little Popo Agie River mine-mil-irr-sto-dom 3,860 Enterprise Reservoir Roaring Fork irr-dom-sto 1,698 Shoshone Reservoir Shoshone Creek irr-sto 9,740 Worthen Meadows Res. Roaring Fork mun-irr 1,504 Lower Wind Boysen Reservoir Big Horn River dom-irr-mun-pwr-ind 757,851 Cameahwait Reservoir Cottonwood Drain Draw fis-wil-irr-sto-rec 6,683 Debatable Reservoir Willow Creek irr 582 Jack Pot Reservoir Alkali Creek irr-RR 772 Middle Cottonwood Res. Cottonwood Drain Draw irr-sto-fis-wil-rec 612 Prairie (Barquin) Reservoir Dry Muddy Creek irr 578 Shell Reservoir Shell Creek irr 1,949 Upper Bighorn Lake Creek Reservoir Lake Creek irr 1,373 Owl Creek Anchor Reservoir S.F. Owl Creek irr 17,412 Thompson No.1 Reservoir Owl Creek irr 920 Nowood Ten Sleep Reservoir Ten Sleep Creek irr-dom-fire-rec-sto 3,509 Lower Bighorn Adelaide Reservoir Adelaide Creek irr-fis 4,764 Bighorn Lake Big Horn River irr-rec 1,116,000 Leavitt Reservoir Beaver Creek irr 644 Greybull Corral Reservoir Corral Draw rec-sto-irr 1,026.8 Fairview Reservoir Manny Draw irr-dom-sto 1,411 Greybull Valley Reservoir Red Clay Draw irr-rec 33,169 Harrington Reservoir Manny/Wardell Draw irr 1,201.85 Lower Sunshine Reservoir Sunshine Creek pow-sto-ind-irr-dom 58,748 Thomas Reservoir North Rawhide Creek irr 864 Upper Sunshine Reservoir Sunshine Creek irr-ind-sto-dom 52,988 Shoshone Beck Lake S.F. Shoshone River irr-dom 623 Buffalo Bill Reservoir Shoshone River dom-irr-mun-pwr-ind 456,600 Deaver Reservoir Short Draw fish-irr-mun-rec 720 Diamond Creek Dike Reservoir Diamond Creek flo-fis-wil 18,378 Foster No.1 Reservoir Sage Creek irr 573 2 Permitted Capacity Sub Basin Reservoir Name Source Use 1 (acre-feet) Shoshone Newton Reservoir Trail Creek irr 4,525 Perkins & Kinney Reservoir South Sage Creek irr 1202.3 Sage Creek Reservoir Sage Creek irr 2,785 Wiley Reservoir Sage Creek irr 1,020 Notes: 1 dom - domestic, fis - fish propagation, flo - flood control. Ind - industry, irr - irrigation, mfg - manufacturing, mil - milling, mun - municipal, pwr - power, rec - recreation, RR - railroad purposes , sto - stock, , wil - wildlife Reservoir Descriptions Each reservoir with greater than 500 acre-feet of capacity is described below. Diversions served by the reservoir are downstream of the respective reservoir. The following reservoir descriptions were taken from the 2003 Wind-Bighorn Basin Plan Storage technical memorandum (LA 2003). The exceptions are the descriptions for Ray Lake, Washakie Reservoir Dinwoody Lakes, Lower Sunshine Reservoir, Harrington Reservoir, Corral Reservoir and Diamond Creek Dike Reservoir, which were added as part of this updated memorandum. Adelaide Reservoir Adelaide Reservoir is located in Big Horn County near the Sheridan and Johnson county lines. Water for storage is supplied by Adelaide Creek which is tributary to Shell Creek. The reservoir also receives water from Buckley Creek through the Adelaide Supply Ditch. Permitted capacity of the reservoir is 4,764 acre-feet. Water stored in the reservoir is used for fish propagation and irrigation purposes and the permit priority date is August 8, 1910. The water rights under this reservoir are adjudicated. Anchor Reservoir Anchor Reservoir is located in Hot Springs County, west of Thermopolis, near the Fremont County line. The reservoir was constructed by Reclamation in a narrow gorge on the South Fork of Owl Creek, a tributary of Owl Creek which is a tributary of Big Horn River. Water stored in the reservoir is utilized for irrigation and the reservoir has a priority date of December 18, 1933. Construction of Anchor Dam began in 1957 and was completed in 1960. Because of a leakage problem, this reservoir has never achieved its permitted design capacity of 17,412 acre-feet. The adjudicated capacity is 9,252 acre-feet, which is the maximum historical storage contents in Anchor Reservoir. The balance of 8,160 acre-feet remains unadjudicated and the permit has been extended until 2013 to allow the permittee and/or the Owl Creek Irrigation District to fix the leakage problem or pursue other resolutions. Reclamation reports that the reservoir capacity at the top of the conservation pool is 17,228 acre-feet, which includes dead storage, inactive conservation and active conservation. The reservoir also contains surcharge storage space that can store flood water above the spillway of 5,036 acre-feet. The conservation capacity is slightly less than the permitted capacity of the reservoir because the Reclamation capacities reflect constructed and current reservoir conditions, while the permitted capacity reflects conditions at the time the permit was issued. A summary of Reclamation allocations for Anchor Reservoir is presented in Figure 2. As stated above, due to leakage issues, the reservoir does not fill to its maximum capacity.
Recommended publications
  • This Is a Digital Document from the Collections of the Wyoming Water Resources Data System (WRDS) Library
    This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. For additional information about this document and the document conversion process, please contact WRDS at [email protected] and include the phrase “Digital Documents” in your subject heading. To view other documents please visit the WRDS Library online at: http://library.wrds.uwyo.edu Mailing Address: Water Resources Data System University of Wyoming, Dept 3943 1000 E University Avenue Laramie, WY 82071 Physical Address: Wyoming Hall, Room 249 University of Wyoming Laramie, WY 82071 Phone: (307) 766-6651 Fax: (307) 766-3785 Funding for WRDS and the creation of this electronic document was provided by the Wyoming Water Development Commission (http://wwdc.state.wy.us) VOLUME 11-A OCCURRENCE AND CHARACTERISTICS OF GROUND WATER IN THE BIGHORN BASIN, WYOMING Robert Libra, Dale Doremus , Craig Goodwin Project Manager Craig Eisen Water Resources Research Institute University of Wyoming Report to U.S. Environmental Protection Agency Contract Number G 008269-791 Project Officer Paul Osborne June, 1981 INTRODUCTION This report is the second of a series of hydrogeologic basin reports that define the occurrence and chemical quality of ground water within Wyoming. Information presented in this report has been obtained from several sources including available U.S. Geological Survey publications, the Wyoming State Engineer's Office, the Wyoming Geological Survey, and the Wyoming Oil and Gas Conservation Commission. The purpose of this report is to provide background information for implementation of the Underground Injection Control Program (UIC). The UIC program, authorized by the Safe Drinking Water Act (P.L.
    [Show full text]
  • Geology and Ground-Water Resources of the Greybull River-Dry Creek Area Wyoming
    ~ ~ te ~... Geology and Ground-Water ~"' 0... P-. P. p. Resources of the Greybull !Zl"' ~ 2 e::"' River-Dry Creek Area P-. ~ !Zl"' ";;; Wyoming 'b'j,""' 0 '¢ Cl:5"' 1. ;;:: GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1596 ~ Prepared in cooperation with the Wyoming Natural Resource Board and Wyoming State Engineer, and as part of the program of the Interior Department for the develop­ ment of the Missouri River basin Wl.SCONSIN - GeOLOGICAL SURVEY Geology and Ground-Water Resources of the Greybull River-Dry Creek Area Wyoming By CHARLES ]. ROBINOVE and RUSSELL H. LANGFORD GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1596 Prepared in cooperation with the Wyoming Natural Resource Board and Wyoming State Engineer, and as part of the program of the Interior Department for the develop­ ment of the Missouri River basin UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1963 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director The U.S. Geolo!!.lcal Survey Library cards for this publication appear after pal!.e 88 For sale by the Superintendent of Documents, U.S. Government Println!l Office Washinl!.ton 25, D.C. CONTENTS Page Abstract__________________________________________________________ 1 Introduction______________________________________________________ 2 Purpose and scope of the investigation___________________________ 2 Location and extent of the area_________________________________ 3 Previous investigations_________________________________________ 3 Acknowledgments ____________________________________________
    [Show full text]
  • Bighorn River Basin, Wyoming
    Environmental and Recreational Water Use Analysis for the Wind – Bighorn River Basin, Wyoming Wind – Bighorn River Basin Plan Update Prepared for: Wyoming Water Development Commission 6920 Yellowstone Rd Cheyenne, Wyoming 82009 Prepared by: Western EcoSystems Technology, Inc. 415 W. 17th St., Suite 200 Cheyenne, Wyoming 82001 September 7, 2017 Draft Pre-Decisional Document - Privileged and Confidential - Not For Distribution Wind – Bighorn River Basin Plan Update EXECUTIVE SUMMARY In 2010, the Wyoming Water Development Commission (WWDC) requested a study to develop more robust and consistent methods for defining environmental and recreational (E&R) water uses for the River Basin Planning program. The study outlined that recreational and environmental uses needed to be identified and mapped, in a way that would assess their interactions with traditional water uses throughout the state of Wyoming. Harvey Economics completed the study in 2012, with a report and handbook being produced to identify a consistent viewpoint and accounting process for E&R water demands and to help guide river basin planning efforts in moving forward. The methods developed in the handbook were implemented on the Wind-Bighorn River Basin (Basin), and the results of the Basin plan update are provided in this report. In addition to the handbook guidelines, Western Ecosystems Technology, Inc. coordinated with the WWDC to further the analysis through the development of three models: 1) protection, 2) environmental, and 3) recreation. The Basin is located in central and northwestern Wyoming. Approximately 80% of Yellowstone National Park (YNP) is included in the Basin. Elevations in the Basin are variable as the Wind River and Bighorn Mountains funnel water from alpine areas to lower river corridors.
    [Show full text]
  • Regional Timeline Development of the Big Horn Basin & Powell Valley
    Regional Timeline Development of the Big Horn Basin & Powell Valley 1890 1894 1895 1896 1899 Wyoming Carey Land Act Big Horn Basin Park County, Wyo. Park County, Wyo. August 18 – President Grover Cody, Wyo. is platted. Cody was founded. William F. “Buffalo Bill” Cody July 10 – Wyoming Cleveland signed the Desert and investors acquired rights becomes the 44th State Land Act of 1894, better Burlington and Otto, from the State of Wyoming in the United States of known as the Carey Act. Wyo. are established. Sponsored by Wyoming appropriate waters from the America. Senator Joseph M. Carey, the Shoshone River for 120,000 acres Act was meant to improve the of public domain near Cody. success rate for the settlement of the public lands. The law specifically addressed the millions upon millions of acres in the western states that required irrigation for productive farming—the so- called ‘arid lands.’ 1 Homesteader Museum/Big Horn Basin Timeline 15 July 2019 Regional Timeline Development of the Big Horn Basin & Powell Valley 1901 1902 1903 1904 1905 Reclamation Act Park County, Wyo. Park County, Wyo. Park County, Wyo. Shoshone Dam June 17th – Newlands Act Burlington Railroad (Reclamation Act) is signed The Wyoming State $2,250,000 is set aside for Construction of Shoshone Dam completed its spur line by President Theodore Board of Land the initial construction of the begins (In 1946, Shoshone Dam to Cody, Wyoming from Roosevelt. A federal act Commissioners, with Shoshone Reclamation was renamed Buffalo Bill Dam by Project. Toluca, Montana. directing the Secretary of the William F. “Buffalo President Harry S.
    [Show full text]
  • Boysen Reservoir and Powerplant
    Upper Missouri River Basin Water Year 2015 Summary of Actual Operations Water Year 2016 Annual Operating Plans U.S. Department of Interior Bureau of Reclamation Great Plains Region TABLE OF CONTENTS SUMMARIES OF OPERATION FOR WATER YEAR 2015 FOR RESERVOIRS IN MONTANA, WYOMING, AND THE DAKOTAS INTRODUCTION RESERVOIRS UNDER THE RESPONSIBILITY OF THE MONTANA AREA OFFICE SUMMARY OF HYDROLOGIC CONDITIONS AND FLOOD CONTROL OPERATIONS DURING WY 2015 ........................................................................................................................ 1 FLOOD BENEFITS ...................................................................................................................... 13 UNIT OPERATIONAL SUMMARIES FOR WY 2015 .............................................................. 15 Clark Canyon Reservoir ............................................................................................................ 15 Canyon Ferry Lake and Powerplant .......................................................................................... 21 Helena Valley Reservoir ........................................................................................................... 32 Sun River Project ...................................................................................................................... 34 Gibson Reservoir ................................................................................................................... 34 Pishkun Reservoir ................................................................................................................
    [Show full text]
  • Wind River Canyon ©WYDOT/Rick Carpenter )|
    Wind River Canyon ©WYDOT/Rick Carpenter )| Aê CORRIDOR 8 Aå Shoshoni to Lovell A÷ US 20/WYO 789 )| Aû A¹ A¹ PARK MONTANA )| Aå Aã Shoshoni ?Æ +» )y A÷ Thermopolis Aì Burlington WASHAKIE Byron )| Cowley )y B I G )q H O R N )y HOT Aý ?Ä )v Lovell FREMONT +» SPRINGS STATE SIGNIFICANT CORRIDOR )y A÷ ?Ë N A÷ Basin Worland* Aî )v Greybull )y A÷ )v )r 0 5 10 MILES )v o ?Å BLM BIA NPS Designated Bike Route Intercity Bus Route Primary Airport p General Aviation Greyhound Stations Local Service Urban Area )q 03 CORRIDOR 8 CORRIDOR 8 00157 GOALS CORRIDOR CHARACTERISTICS Connects agricultural communities to Billings, Safety Wind River Canyon the major regional center System Preservation Bighorn Lake and Bighorn Canyon Irrigation and stormwater runoff Economic Recreation Area Sustainability Wildlife/vehicle crashes are problematic Hot Springs State Park, Boysen State Park Environment throughout & Reservoir PRIMARY INVESTMENT TYPE: SAFETY The primary investment need on this corridor is to reduce the number and severity of vehicle crashes, especially in the Wind River Canyon and north of Thermopolis as well as between Greybull and Basin. The possible correction of horizontal and vertical curves should be further investigated in the future corridor plan. Regular maintenance and pavement resurfacing should be included to prevent deterioration of roadway surfaces. Plans should include the rehabilitation and replacement of deficient bridges. CORRIDOR CHARACTERISTICS Corridor Description State Significant Corridor (SSC) 8, from Shoshoni to Lovell, is 157 miles long and passes through the counties of Fremont, Hot Springs, Washakie, and Big Horn. It follows US 20, also called WYO 789, from Shoshoni to Worland.
    [Show full text]
  • This Is a Digital Document from the Collections of the Wyoming Water Resources Data System (WRDS) Library
    This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. For additional information about this document and the document conversion process, please contact WRDS at [email protected] and include the phrase “Digital Documents” in your subject heading. To view other documents please visit the WRDS Library online at: http://library.wrds.uwyo.edu Mailing Address: Water Resources Data System University of Wyoming, Dept 3943 1000 E University Avenue Laramie, WY 82071 Physical Address: Wyoming Hall, Room 249 University of Wyoming Laramie, WY 82071 Phone: (307) 766-6651 Fax: (307) 766-3785 Funding for WRDS and the creation of this electronic document was provided by the Wyoming Water Development Commission (http://wwdc.state.wy.us) CODY-LAKEVIEW IRRIGATION EXCHANGE PROJECT - LEVEL n INVESTIGATION REPORT JANUARY 1986 ACKNOWLEDGEMENTS WYOMING WATER DEVELOPMENT COMMISSION James Noble, Chairman Walter Pilch J.W. Myers, Vice Chairman Willard Rhoads William Glanz, Secretary Mer I Rissler Myron Goodson Ka thleen Sun Nelson Wren, Jr. WYOMING WATER DEVELOPMENT COMMISSION STAFF Michael Purcell - Administrator Craig Goodwin - Project Manager LAKEVIEW IRRIGATION DISTRICT Bob Hicks, Manager Mick McCarty, Legal Counsel CODY CANAL mRIGATION DISTRICT Lee Ballinger, Manager C. Edward Webster, Secretary JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT STAFF Technical Advisory Committee John E. Somerville - Principle-in-Charge Kenneth G. Ferguson - Chairman Engineering Robert Jossis - Project Manager Dennis Suihkonen
    [Show full text]
  • Population Connectivity and Genetic Structure of Burbot (Lota Lota) Populations in the Wind River Basin, Wyoming
    Population connectivity and genetic structure of burbot (Lota lota) populations in the Wind River Basin, Wyoming Zachary E. Underwood, Elizabeth G. Mandeville & Annika W. Walters Hydrobiologia The International Journal of Aquatic Sciences ISSN 0018-8158 Hydrobiologia DOI 10.1007/s10750-015-2422-y 1 23 Your article is protected by copyright and all rights are held exclusively by Springer International Publishing Switzerland. This e- offprint is for personal use only and shall not be self-archived in electronic repositories. If you wish to self-archive your article, please use the accepted manuscript version for posting on your own website. You may further deposit the accepted manuscript version in any repository, provided it is only made publicly available 12 months after official publication or later and provided acknowledgement is given to the original source of publication and a link is inserted to the published article on Springer's website. The link must be accompanied by the following text: "The final publication is available at link.springer.com”. 1 23 Author's personal copy Hydrobiologia DOI 10.1007/s10750-015-2422-y PRIMARY RESEARCH PAPER Population connectivity and genetic structure of burbot (Lota lota) populations in the Wind River Basin, Wyoming Zachary E. Underwood . Elizabeth G. Mandeville . Annika W. Walters Received: 2 September 2014 / Revised: 3 July 2015 / Accepted: 25 July 2015 Ó Springer International Publishing Switzerland 2015 Abstract Burbot (Lota lota) occur in the Wind River barriers to upstream movement of fish. We used high- Basin in central Wyoming, USA, at the southwestern throughput genomic sequence data for 11,197 SNPs to extreme of the species’ native range in North America.
    [Show full text]
  • Trouble Viewing?
    This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. For additional information about this document and the document conversion process, please contact WRDS at [email protected] and include the phrase “Digital Documents” in your subject heading. To view other documents please visit the WRDS Library online at: http://library.wrds.uwyo.edu Mailing Address: Water Resources Data System University of Wyoming, Dept 3943 1000 E University Avenue Laramie, WY 82071 Physical Address: Wyoming Hall, Room 249 University of Wyoming Laramie, WY 82071 Phone: (307) 766-6651 Fax: (307) 766-3785 Funding for WRDS and the creation of this electronic document was provided by the Wyoming Water Development Commission (http://wwdc.state.wy.us) PROJECT STATUS REPORT SHOSHONE / LAKEVIEW 5 WATER DEVELOPMENT PROJECT ....fIl ~ tI) ~ ~ Q ~ fIl o ~ 0 ~ ~ 5 ~~ E---4 fIl _\0 ~~ ~~~ ~~ta r­ o ~ ~ ~~ ~~:-9~o ~~~~~ SEPTEMBER, 1985 JAMES M. MONTGOMERY, CONSULTING ENGINEERS. INC. JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. 1301 Vista Avenue Argonaut Building, Suite 210, BOise. Idaho 83705 1(208) 345-5865 1499.0012/13 September 19, 1985 Wyoming Water Development Commission Herschler Building, 3rd Floor, East Wing Cheyenne, WY 82002 Subject: Shoshone/Lakeview Water Development Project Dear Commission Members: Presented in this Project Status Report is a work-in-progress summary of the Level II Feasibility Study of the Cody Canal/Lakeview Conveyance System {Lakeview} Project and the Shoshone Municipal Water Supply {Shoshone} Project. The Level II Feasibility Study is intended to provide engineering and economic analyses by which the Cody Canal Irrigation District, Lakeview Irrigation District, Municipal Water Development Association {MWDA}, and Wyoming Water Development Commission can evaluate the merits of the projects and if found feasible, pursue Level m design funding from the Wyoming State Legislature.
    [Show full text]
  • Appear in the Issues Included. Researchers in Wyoming History Will Find This to Be a Useful Source
    STAR VALLEY HISTORICAL SOCIETY HISTORICAL BOOKS INVENTORY DETAILS 1. Overview Title: Annals ofWyoming Index III Author: Katherine A. Halverson Subject: Wyoming Publisher: Wyoming State Archives and Historical Department Publishing Date: 1976 Number of Pages: 91 ID#: 622 Location: Website 2. Evaluation Evaluator's Name(s): Kent and Polly Erickson Date of Evaluation: March 2015 Key Words: Included Names: 3. Svnopsis This index covers Volumes 32 through 46 for the years 1960 - 1974. It has an alphabetical list of names, events and locations, with page and volume numbers, that appear in the issues included. Researchers in Wyoming history will find this to be a useful source. 4. Other Me^c Volume III of Wyoming VOLUMES 32 Through 46 1960 - 1974 WYOMING STATE ARCHIVES AND HISTORICAL DEPARTMENT CHEYENNE, WYOMING 19 7 6 hdcfc Volume III Mudls of Wyommg VOLUMES 32 THROUGH 46 1960 - 1974 Published By WYOMING STATE ARCHIVES AND HISTORICAL DEPARTMENT Compiled andEdited Under Supervisioh of KATHERINE A. HALVERSON Director, Historical Research andPublications Division KEY TO INDEX AND ABBREVIATIONS Adj., Adjutant Gen., General Pres., President Agii., Agriculture Gov., Governor Pvt., Private Assn., Association Govt., Government R. R., Raflroad biog., biography Hon., Honorable re, regarding, relative to Brig., Brigadier Hist., History Reg., Regiment Bros., Brothers la., Iowa Rev., Reverend Bvt, Brevet Ida., Idaho Sec., Secretary Capt., Captain lU., Illinois Sen., Senator Cav., Cavalry illus., illustration Sess., Session Co., Company Jr., Junior Sgt., Sergeant Col., Colonel Kan., Kans., Kansas S. D., So. Dak., South Dakota Colo., Colorado Lieut., Lt., Lieutenant Sr., Senior Comm., Commission Maj., Major St., Saint Cong., Congressional Mo., Missouri Supt., Superintendent Cpl., Corporal Mont., Montana T., Ten., Territory Dept., Department Mt.
    [Show full text]
  • U.S. FISH & WILDLIFE SERVICE REGION 6 CONTAMINANTS
    u.s. FISH & WILDLIFE SERVICE REGION 6 CONTAMINANTS. PROGRAM By Pedro Ramirez, Jr. and Joni Armstrong Prepared For U.S. Bureau of Reclamation Great Plains Region Billings. Montana April 1991 USFWS- Region 6- Environmental Contaminants ReRort TABLE OF CONTENTS LIST OF FIGURES AND TABLES 11 ABSTRACT 1 INTRODUCTION 2 SITE DESCRIPTION 4 METHODS . 6 RESULTS 10 Water ° 10 Sed i ment 0, 12 Aguatic Veg~tat;on . 12 AQuatic Invertebrates 12 llih 13 RECOMMENOATIONS. 20 LITERATURE CITED 22 i USFWS- Region 6- Environmental Contaminants Report LIST OF FIGURES AND TABLES Figure I. Collection sites 8 Table I. NumberTrace elementand types concentrationsof samples collected.{mg/l){ug/g dry in water.weight) in sediments 9 Table 2. II Table 3. 14 Table 4. Trace element concentrations {ug/g dry weight) in aquatic vegeta t i on. 16 Table 5. Trace element concentrations in aquatic invertebrates 17 Table 6. Trace element concentrations (ug/g dry weight) in fish 18 i by Pedro Ramirez, Jr. and Joni A. Armstrong ABSTRACT The u. $. Fish and Wildlife Service (Service) conducted a baseline inventory of trace elements at proposed mitigation sites and existing wetlands within the Shoshone Project for the Great Plains Region of the U.S. Bureau of Reclamation. Mitigation proposed for wetland losses attributed to the Shoshone Rehabilitation and Betterment Project consists of wetland creation or enhancement within the project area. The quality of irrigation drainage and its effects on fish and wildlife are potential concerns with the existing project. The two sediment samples collected from a large alkali flat near Deaver Reservoir had elevated selenium concentrations (12 and 13 ug/g dry weight).
    [Show full text]
  • Download This Document As A
    This is a digital document from the collections of the Wyoming Water Resources Data System (WRDS) Library. For additional information about this document and the document conversion process, please contact WRDS at [email protected] and include the phrase “Digital Documents” in your subject heading. To view other documents please visit the WRDS Library online at: http://library.wrds.uwyo.edu Mailing Address: Water Resources Data System University of Wyoming, Dept 3943 1000 E University Avenue Laramie, WY 82071 Physical Address: Wyoming Hall, Room 249 University of Wyoming Laramie, WY 82071 Phone: (307) 766-6651 Fax: (307) 766-3785 Funding for WRDS and the creation of this electronic document was provided by the Wyoming Water Development Commission (http://wwdc.state.wy.us) IRON CREEK PROJECT LEVEL II FEASIBILITY STUDY INTERIM REPO T TO SHOSHONE AND HEART MOUNT AI IRRIGATION DISTRICTS AND WYOMING WATER DEVELOPMENT COMMISSION BY HARZA ENGINEERING COMPANY ENGLEWOOD, COLORADO DECEMBER 1982 ENGINEERING COMPANY CONSULTING ENGINEERS December 7, 1982 Shoshone and Heart Mountain Irrigation Districts 337 East 1st Street Powell, Wyoming 82435 Subject: Iron Creek Level II Feasibility Study Interim Report Gentlemen: We are pleased to present our Interim Report on the Iron Creek Project, prepared in accordance with our contract dated September 28, 1982. Objective The studies described in this report are the first phase of the Iron Creek Level II Feasibility Study_ They were undertaken to compare two alternatives that would provide for continued diversion of irrigation water to the Garland and Frannie Di­ visions of the Shoshone Project in a reliable, cost effective manner. The alternatives are: 1.
    [Show full text]