DOCSLIB.ORG

Affected Environment and Environmental Consequences

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Affected Environment and Environmental Consequences Chapter 3, Affected Environment and Chicago to Council Bluffs-Omaha Regional Passenger Rail System Planning Study Environmental Consequences CHAPTER 3 AFFECTED ENVIRONMENT AND ENVIRONMENTAL CONSEQUENCES Chapter 3 describes the existing social, economic, and environmental conditions in the Study Area, which serve as a baseline for comparing the potential impacts of the route, type of service, frequency of service, and station stops carried forward for detailed analysis in this Tier 1 EIS. Chapter 3 also identifies potential environmental consequences that would result from implementation of the Project as well as mitigation measures that could be used to avoid or minimize some of those potential environmental consequences. The methodology for conducting the review and evaluation of the social, economic, and environmental resources is in accordance with federal regulations and guidelines, including NEPA (42 USC 4321-4347); FRA’s Procedures for Considering Environmental Impacts (Environmental Procedures) (64 FR 28545); and guidelines published by the Council on Environmental Quality (CEQ) on implementing NEPA (40 CFR 1500). The Study Area for the Build Alternative is approximately 500 miles long from Chicago, Illinois, through Iowa, to Omaha, Nebraska, and 500 feet wide on each side of the existing rail centerline for a total width of 1,000 feet. The Study Area was reviewed using recent aerial and satellite high-resolution photographic imagery; maps of topography, hydrography, and other features; and the most recent geographic information system (GIS) data for a variety of environmental resources. Because of the length of the Corridor and because this is a Tier 1 analysis, field visits for resource review were not conducted. The existing railroad ROW along the Corridor was assumed to be 100 feet wide; although the actual ROW varies, this assumption was determined to represent a reasonable average width. A buffer was then applied to accommodate additional track needs to promote efficient track maintenance and reduce operating disruptions. The existing ROW and estimated additional ROW that would be necessary for track and siding construction and improvements at station locations constitutes the Potential Impact Area. The anticipated amount of additional ROW required was conservatively estimated to allow for future design and to accommodate design constraints. Because there are multiple potential station locations in Council Bluffs, Iowa, and Omaha, Nebraska, and multiple design options through East Des Moines, Iowa, and across the Missouri River between Council Bluffs and Omaha, there is more than one potential alignment currently under consideration in those areas. During Tier 2 analyses, one alignment would be selected. For analysis in this Tier 1 EIS, the area along all alignments under consideration was evaluated as if it would be impacted. Consequently, the Potential Impact Area overestimates the area that would be directly impacted by Project construction to account for estimated ROW needs and multiple potential alignments in particular areas. The No-Build Alternative would not involve construction and operation of intercity passenger rail service from Chicago to Omaha, but would include other programmed transportation improvements (identified in Section 2.2.1). This includes independently planned construction of passenger rail service from Chicago to Moline, with subsequent operation of two round-trips per day at speeds up to 79 mph. This project is referred to as the Tier 1 Service Level EIS 3-1 October 2012 Chapter 3, Affected Environment and Environmental Consequences Chicago to Council Bluffs-Omaha Regional Passenger Rail System Planning Study Chicago to Quad Cities Expansion Program and is being evaluated in Tier 2 NEPA analyses on three separate projects: Chicago to Wyanet, Illinois; the Wyanet Connection of BNSF and IAIS track; and Wyanet to Moline, Illinois. Two of the areas of potential concern for environmental impacts from construction of the Chicago to Quad Cities Expansion Program are Eola Yard in Eola, Illinois, and Wyanet; these areas will be addressed for potential impacts for most resources assessed in this EIS. Construction for the Chicago to Quad Cities service is anticipated to commence in 2013 and the service to be operational by 2015. The Chicago to Quad Cities Expansion Program passenger rail project would affect a portion of the same rail corridor as the Chicago to Omaha Project. Consequently, the impacts associated with construction of the Chicago to Council Bluffs-Omaha Project between Chicago and Moline would actually be less than estimated for this analysis. Operational impacts for two round-trips per day associated with the Chicago to Quad Cities service were considered in this analysis. In this Tier 1 EIS, the following general outline is used to summarize the analysis conducted for each resource. With the exception of costal zone management, all resources identified in FRA’s Environmental Procedures have been assessed. Coastal zone management was not evaluated because the Study Area does not include any coastal zones. • Methodology and Regulatory Requirements – Summarizes the impact analysis methodology and the regulatory requirements for each resource, including the sources for the data collected and the applicable government agencies involved in the regulation of each resource. • Affected Environment – Describes the existing social, economic, or environmental conditions for each resource and their general locations within the Study Area. • Impacts of No-Build Alternative – Evaluates the potential impacts of the No-Build Alternative. • Impacts of Build Alternative – Evaluates the potential impacts of the Build Alternative as it is proposed to be fully implemented, but also addresses potential impacts of phased implementation. • Potential Mitigation Measures – Reviews potential mitigation measures, including avoidance and minimization, appropriate for the Tier 1 EIS. Specific mitigation measures would not be identified until preparation of Tier 2 NEPA documents. The assessment of impacts focuses on the Potential Impact Area and are quantified for many resources, but are evaluated qualitatively for some resources. For example, land use data were not available at the same level of detail throughout the approximately 500-mile-long corridor. Consequently, land use impacts are addressed qualitatively, with specific information on a few locations where it is known that additional ROW would be required and affect land use. Also, some resources, such as air quality and cultural resources, use different areas to evaluate potential impacts. The individual resource sections describe the area reviewed and discuss whether impacts are evaluated quantitatively or qualitatively. Impacts of phased implementation are addressed qualitatively in this Tier 1 EIS. October 2012 3-2 Tier 1 Service Level EIS Chapter 3, Affected Environment and Chicago to Council Bluffs-Omaha Regional Passenger Rail System Planning Study Environmental Consequences Appendix B contains figures showing the Study Area and Potential Impact Area as well as resources present within 0.5 mile of the rail corridor. Depending on the view of the figure and various database information, some resources are also shown outside 0.5 mile of the rail corridor. The figures were derived using recent aerial and satellite high-resolution photographic imagery, and the most recent GIS data for a variety of environmental resources. Resource data were not digitized for this Tier 1 analysis. 3.1 TRANSPORTATION The transportation analysis includes considerations of all passenger and freight transportation modes (that is, automobile, air, bus, and rail) of the regional transportation network. 3.1.1 Methodology and Regulatory Requirements Transportation considerations are evaluated in accordance with FRA’s Environmental Procedures. Coordination has taken place with Illinois DOT, Iowa DOT, Nebraska Department of Roads (NDOR), regional Metropolitan Planning Organizations (MPOs), and Councils of Government (COGs) to obtain readily available long-range transportation plans, including information related to air travel, along the Corridor. Major existing and planned transportation facilities for each transportation mode along the Corridor have been identified, including existing locations with substantial levels of congestion. Information regarding vehicle miles traveled (VMT) and average daily traffic (ADT) volumes for major highways in the Corridor have been collected from Illinois DOT, Iowa DOT, and NDOR. Information regarding intercity bus and passenger rail service has been collected from MPOs, COGs, and appropriate state long-range transportation plans. As appropriate, local transit services have been identified along the Build Alternative, particularly at potential station locations. 3.1.2 Affected Environment The existing transportation network, including any nearby airports, along the Corridor is shown in Appendix B, Figures 1 through 162. Total trips in 2020 by travel mode along the Corridor is provided in Table 3.1-1. These numbers reflect the 2020 base modal split accounting for the proposed improvements to passenger rail service between Chicago and Moline as part of the Chicago to Quad Cities Expansion Program. Table 3.1-1. Total Trips by Mode for the Year 2020 Mode of Travel Total Tripsa Percent of Total Automobile 72,883,000 97.7% Air 1,233,000 1.7% Bus 359,000 0.4% Passenger Rail 113,000 0.2% Total 74,588,000 100% Source: AECOM Ridership, Diversion,
Load more

Recommended publications
  • Geology of Pottawattamie County
    GEOLOGY OF POTTAWATTAMIE OOUNTY BY J. A. UDDEN. GEOLOGY OF POTTAWATTAMIE COUNTY. BY J. A. UDDEN. CONTENTS. PAGE Introduction .................. " ................ " ......................... 202 Location and Area. .. 202 Previous Investigations ........ ....................................... 202 Physiography ........................................................... .. 203 Topography. .•........... .............. ........... ................ 203 Flood Plains.. .. .................... 203 Uplands.. .. ..... ....... ........................ .. ... ..... 207 Table of Elevations ...... ............... .......................... 210 History of the Drainage ............................................... 211 Stratigraphy. .. ................ ... ......... .. ... 216 General Statement ................. " ................ " .................. 216 Deep Explorations ....... ..... ........ , ......... ..•... ............. 217 Carboniferous. -............................................... , ......... 220 Missonrian . .. ................................... 22) Cretaceous ............................................. ............. .. 233 Tertiary Erosion ...... ......... .... ...... ............................ 242 Well Records. .. ... .......................... 243 Pleistocene. .. ....................... 248 Ante-glacial Silt and S:1nrl ........................... .. ............ 249 The Bowlder Clay, Pre· Kansan ................................... 250 Valley Drift Gravel. ......................................... ....... 254 Gumbo ............
    [Show full text]
  • Hydrogeology of the Nishnabotna River Basin Randolph Stone Iowa State University
    Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1971 Hydrogeology of the Nishnabotna River Basin Randolph Stone Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Geology Commons Recommended Citation Stone, Randolph, "Hydrogeology of the Nishnabotna River Basin " (1971). Retrospective Theses and Dissertations. 4922. https://lib.dr.iastate.edu/rtd/4922 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. 71-26,896 STONE, Randolph, 1940- HYDROGEOLOGY OF THE NISHNABOTNA RIVER BASIN. Iowa State University, Ph.D., 1971 Geology University Microfilms, A XEROX Company, Ann Arbor, Michigan THIS DISSERTATION HAS BEEN MICROFILMED EXACTLY AS RECEIVED Hydrogeology of the Nishnafaotna River Basin by Randolph Stone A Dissertation Submitted to the Graduate Faculty in Partial Fulfillment of The Requirements for the Degree of DOCTOR OF PHILOSOPHY Major Subject: Water Resources Approved: Signature was redacted for privacy. In Charge of Major Work Signature was redacted for privacy. Signature was redacted for privacy. Iowa State University Of Science and Technology Ames, Iowa 1971 ii TABLE OF CONTENTS INTRODUCTION 1 Objectives and Purpose
    [Show full text]
  • A Primary Mammoth Site with Associated Fauna in Pottawattamie County, Iowa
    Proceedings of the Iowa Academy of Science Volume 79 Number Article 7 1972 A Primary Mammoth Site with Associated Fauna in Pottawattamie County, Iowa Leo Carson Davis University of Iowa Ralph E. Eshelman University of Michigan Jean C. Prior Iowa Geological Survey Let us know how access to this document benefits ouy Copyright ©1972 Iowa Academy of Science, Inc. Follow this and additional works at: https://scholarworks.uni.edu/pias Recommended Citation Davis, Leo Carson; Eshelman, Ralph E.; and Prior, Jean C. (1972) "A Primary Mammoth Site with Associated Fauna in Pottawattamie County, Iowa," Proceedings of the Iowa Academy of Science, 79(2), 62-65. Available at: https://scholarworks.uni.edu/pias/vol79/iss2/7 This Research is brought to you for free and open access by the Iowa Academy of Science at UNI ScholarWorks. It has been accepted for inclusion in Proceedings of the Iowa Academy of Science by an authorized editor of UNI ScholarWorks. For more information, please contact [email protected]. Davis et al.: A Primary Mammoth Site with Associated Fauna in Pottawattamie Cou 62 PROC. lowA AcAD. Ser. 79 ( 1972-1973) A Primary Mammoth Site with Associated Fauna in Pottawattamie County, Iowa LEO CARSON DAVIS 1, RALPH E. ESHELMAN2 and JEAN C. PRIOR3 SYNOPSIS. A primary mammoth site with associated fauna in Pot­ Vulpes vulpes (red fox), extant species with an area of sympatry tawattamie County, Iowa. Proc. Iowa Acad. Sci., 79 ( 2) : 62-65, immediately north of the Minnesota-Canadian border. This fauna, 1972. In August 1970, an investigation was made of the remains here designated the Oakland local fauna, supports cooler summers of a mammoth, Mammuthus cf.
    [Show full text]
  • Iowa Rvr Ucoop 900
    Report Date: 09/20/2021 --------------------------------------------------------------------------------------------------------------------------------- NWSLI CITY AZRAN ST COUNTY LAT (DMS) LON(DMS) LAT(DD) LON(DD) STNTYPE WFO DETAIL PROGRAM PROGRAM ID ELEV --------------------------------------------------------------------------------------------------------------------------------- AFWI4 ACKLEY 6SW IA HARDIN 42 28 43N 093 07 15W 42.4787 -93.1209 WOS DMX ACKLEY FIRE WX UCOOP 1143 AKWI4 ACKWORTH 2SW IA WARREN 41 20 00N 093 29 00W 41.3333 -93.4833 WOS DMX COOPB 13-0021 770 GOES CE7C4B3A 770 ADAI4 ADAIR IA ADAIR 41 30 03N 094 38 12W 41.5008 -94.6367 WOS DMX COOPB 13-0046 1360 RDAI4 ADAIR IA ADAIR 41 29 24N 094 43 12W 41.4900 -94.7200 WOS DMX ADAIR RWIS RAWS RWIS 450 SADI4 ADAIR IA ADAIR 41 31 07N 094 35 02W 41.5186 -94.5839 WOS DMX ADAIR CASEY - KCCI SCHOOLNET ADEI4 ADEL 6NNW IA DALLAS 41 41 18N 094 02 06W 41.6883 -94.0350 WOS DMX NORTH RACCOON RIVER NEAR ADEL AHOS 74758 932 ADFI4 ADEL IA DALLAS 41 36 56N 094 00 48W 41.6156 -94.0132 WOS DMX ADEL FIRE WX UCOOP 888 ADLI4 ADEL IA DALLAS 41 37 00N 094 01 00W 41.6167 -94.0167 WOS DMX UCOOP ADXI4 ADEL 2SE IA DALLAS 41 35 37N 093 58 45W 41.5936 -93.9793 WOS DMX ADEL 2SE UCOOP 945 SAEI4 ADEL IA DALLAS 41 37 06N 094 01 14W 41.6183 -94.0206 WOS DMX ADM MIDDLE ADEL - KCCI SCHOOLNET Report Date: 09/20/2021 --------------------------------------------------------------------------------------------------------------------------------- NWSLI CITY AZRAN ST COUNTY LAT (DMS) LON(DMS) LAT(DD) LON(DD) STNTYPE
    [Show full text]
  • West Nishnabotna River Watershed Hydrologic Assessment Report
    West Nishnabotna River Watershed Hydrologic Assessment Report IIHR Report No.525 April 2019 Prepared by: Iowa Flood Center / IIHR — Hydroscience & Engineering Sponsored by: West Nishnabotna River Watershed Management Coalition IIHR — Hydroscience & Engineering The University of Iowa Iowa Watershed Approach C. Maxwell Stanley Hydraulics Laboratory Phase I Report Iowa City, Iowa 52242 Hydrologic Assessment of the West Nishnabotna River Watershed April 2019 IIHR Technical Report No. 525 Prepared by: Iowa Flood Center | IIHR—Hydroscience & Engineering The University of Iowa C. Maxwell Stanley Hydraulics Laboratory Iowa City, Iowa 52242 Executive Summary The Iowa Watershed Approach (IWA) is a vision for Iowa’s future that voluntarily engages stakeholders throughout the watershed to achieve common goals, while moving toward a more resilient state. It is a scalable and replicable model for other watersheds and communities where the landscape has lost its natural resilience to floods. This program is not only about Iowans helping Iowans, but also about demonstrating Iowans’ commitment to agricultural stewardship, to the environment, to their neighbors, and to the future. This report focuses on understanding the hydrology of the West Nishnabotna River Watershed and the potential impacts of large-scale land cover changes and the addition of flood detention structures throughout the watershed. To better understand the watershed’s hydrology, an overview of relevant data describing hydrology, geology, topography, land use, instrumentation, and historic water cycle, as well as a summary of previous floods of records was presented. A computer model of the entire West Nishnabotna River Watershed was developed using the U.S. Army Corps of Engineers Hydrologic Engineering Center Hydrology Modeling System (HEC- HMS).
    [Show full text]
  • MS-12, Location of Major Levees, Dikes, River Structures, And
    Levees Upper Mississippi Leveed Area Islands Upper Mississippi Upper Mississippi Waterfowl Area ESH and SWH Site Locations ^_ Marais Temps Clair Mitigation Site Points ^_ Riverlands Dikes Jones-Confluence Point State Park Railraods Ed Bales Park Revetment Roads Blanchette Landing Access Missouri River Federal Conservation Land Pelican Island First Missouri State Capitol State Historic Site Columbia Bottoms State Conservation Land Sioux Passage Park City / County Conservation Land Frontier Park St. Stanislaus Local Conservation Land Fort Bellefontaine County Park Riverwoods Cora Island Other Conservation Land Bangert (Louis H.) g prin n S ldo We Creve Coeur County Park Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community Howell Island MS-12 6 Infrastructure and Conservation Land A 5 N A MISSOURI 1 ILLINOIS I D Miles N 4 3 2 I 0 5 10 er iv R e N ag Osage River s Kilometers O 0 10 20 Osage River to Mississippi River Kansas River to Grand River Platte River to Nodaway River Grand River to Osage River Nodaway River to Kansas River River Mile 670 to Platte River Upper Mississippi Marais Temps Clair Ed Bales Park Blanchette Landing Access Levees Pelican Island First Missouri State Capitol State Historic Site Leveed Area Sioux Passage Park Islands Frontier Park St. StanEislaSusH and SWH Site Locations ^_ Riverwoods Mitigation Site Points ^_ Bangert (Louis H.) Dikes g prin n S ldo Railraods We Creve Coeur County Park Revetment Roads Missouri River Federal Conservation Land State
    [Show full text]
  • Floods in the Nishnabotna River Basin, Iowa
    FLOODS IN THE NISHNABOTNA RIVER BASIN, IOWA By David A. Eash and Albert J. Heinitz U.S. GEOLOGICAL SURVEY Open-File Report 91-171 Prepared in cooperation with the Highway Research Advisory Board, Highway Division, Iowa Department of Transportation Research Project HR-140 Iowa City, Iowa 1991 U.S. DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information write to: Copies of this report can be purchased from: U.S. Geological Survey Books and Open-File Reports Water Resources Division U.S. Geological Survey Rm. 269, Federal Building Federal Center 400 South Clinton Street Box 25425 Iowa City, IA 52244 Denver, CO 80225 CONTENTS Page Abstract............................................................................................................................... 1 Introduction......................................................................................................................... 1 Purpose and scope ........................................................................................................ 1 Acknowledgments......................................................................................................... 1 Study area........................................................................................................................... 1 Flood history........................................................................................................................ 4 Hydrologic data..................................................................................................................
    [Show full text]
  • Nodaway River Watershed Inventory and Assessment
    NODAWAY RIVER WATERSHED INVENTORY AND ASSESSMENT This information is based on the Nodaway River Watershed Inventory and Assessment written by Rick Horton, Fisheries Biologist and Harold Kerns, Northwest Fisheries Regional Supervisor For additional information contact Northwest Regional Fisheries staff 701 NE College Drive, St. Joseph, Missouri 64507 EXECUTIVE SUMMARY The Nodaway River is a low gradient, sixth order river located in southwest Iowa and northwest Missouri. The Nodaway River originates in Adair County, Iowa and flows southward for about 120 miles where it empties into the Missouri River near the town of Nodaway, Missouri. The watershed drains 1,820 square miles [68% in Iowa (1,230 mi2) and 32% in Missouri (590 mi2)]. The Nodaway River basin lies entirely within the Dissected Till Plains physiographic region. The average annual discharge for the Nodaway River measured at Graham, Missouri (76% of the drainage basin) is 1,018 cubic feet per second. There are 156 third order and larger streams within the basin. Major tributaries in the Nodaway River basin are Seven Mile Creek, West Nodaway River, East Nodaway River, Middle Nodaway River, Clear Creek, Mill Creek, Elkhorn Creek, and Arapahoe Creek. Drainages in the basin are typical of altered prairie streams (i.e. turbid water and substrates of silt and sand). The basin is rural with Clarinda, Iowa (population 5,104; 1990 Census) being the largest city in the watershed. Land use in the basin is dominated by agriculture (70 % row crop, 17 % pasture, and 6 % forest). Only one percent of the watershed is in public ownership. Extensive channelization has eliminated 248 miles of stream.
    [Show full text]
  • TRACT- Prepared in Recognition of the Bicentennial, This Historic Guide of Iowa Is Intended to Supplement Materialsprepared by the Iowa Curriculum Division
    DOCUMENT RESUME ED 111 754 SO 008 616 AUTHOR Pratt, LeRoy G. TITLE Discovering Historic Iowa. American Revolution Bicentennial Edition. INSTITUTION IoWi State-Dept. of Puillic Instrution,Des Moines., PUB DATE 75 NOTE 323p, AVAILABLE FROM Information Services, Department of Public Instruction, Grimes State Office Building, Des Moines, Iowa 50319 ($2.00) EDRS PRICE MF-$0.76 HC-$15.86 Plus Postage DESCRIPTORS Colonial History,(United States); Community Cooperation; *Community Education; Educational Resources; Elementary Secondary Education;. Instructional Materials; Reference Materials; *Resource Guides; *Social Studies; Supplementary Reading Materials; *United States4iistory IDENTIFIERS *BicentennialIowa- TRACT- Prepared in recognition of the Bicentennial, this historic guide of Iowa is _intended to supplement materialsprepared by the Iowa Curriculum Division. It provides, inone convenient reference, information for use by teachers, students,. tourists,and others interested in Iowa1s history. Up-tor-date information isgiven on historicalsocieties, museums, archaeological sites, geological areas, botanical preserves, wildlife exhibits, outdoor classrooms, zoos, art centers;., scientific facilities, and places of historicalor cultural interest. The resource unit is arranged in alphabeticaland numerical order. by name and number ofcounty. Names of all known societies, museums, landmarks, sites, natural 'areas, and facilities used for educational purposes are listed alphabeticallyunder each count-y-iAlso-inelndsd-are---a-Ioeation map; an. index; 'a calendar of celebrations, festivals, and historical events;an Iowa map; and an alphabetical index. This resource may be of interestas a model to other states that wish to develop a guide for the Bicentennial. (AuthorpR) *********************************4:************************************ Documents acquired by ERAC-include many informal unpublished * materials not available from other s urces. ERIC makesevery effort 45 * to obtain the best copy available.
    [Show full text]
  • Flood of June 15-17,1998, Nishnabotna and East Nishnabotna Rivers, Southwest Iowa by Edward E
    U.S. Department of the Interior U.S. Geological Survey Flood of June 15-17,1998, Nishnabotna and East Nishnabotna Rivers, Southwest Iowa by Edward E. Fischer Open-File Report 99-70 Prepared in cooperation with the IOWA DEPARTMENT OF TRANSPORTATION and IOWA HIGHWAY RESEARCH BOARD (Project HR-140) U.S. Department of the Interior Bruce Babbitt, Secretary U.S. Geological Survey Charles G. Groat, Director For additional information write to: District Chief U.S. Geological Survey, WRD Room 269 Federal Building 400 South Clinton Street Iowa City, Iowa 52244 Copies of this report can be purchased from: U.S. Geological Survey Branch of Information Services Box 25286, Denver Federal Center Denver, Colorado 80225 CONTENTS Page Abstract................................................................................................................................................................................. 1 Introduction............................................................^ 1 River basin........................................................................._ 2 Storm description.................................................................................................................^^ 2 Flood description.................................................................................................................................................................. 2 Roodprofile..........................................................................................................................................................^
    [Show full text]
  • Article Title: Problems Arising from Shifts of the Missouri River on the Eastern Border of Nebraska
    Nebraska History posts materials online for your personal use. Please remember that the contents of Nebraska History are copyrighted by the Nebraska State Historical Society (except for materials credited to other institutions). The NSHS retains its copyrights even to materials it posts on the web. For permission to re-use materials or for photo ordering information, please see: http://www.nebraskahistory.org/magazine/permission.htm Nebraska State Historical Society members receive four issues of Nebraska History and four issues of Nebraska History News annually. For membership information, see: http://nebraskahistory.org/admin/members/index.htm Article Title: Problems Arising from Shifts of the Missouri River on the Eastern Border of Nebraska Full Citation: Daniel Henry Ehrlich, “Problems Arising from Shifts of the Missouri River on the Eastern Border of Nebraska,” Nebraska History 54 (1973): 340-363 URL of article: http://www.nebraskahistory.org/publish/publicat/history/full-text/NH1973MissouriRiver.pdf Date: 12/12/2014 Article Summary: The historically unstable channel of the Missouri River serves as the official boundary between Nebraska and adjacent states. Ehrlich describes problems that have arisen, related legislation, and the advantages and disadvantages of proposed solutions. Cataloging Information: Place Names: Omaha, Bertrand, DeSoto Bend and McKissick’s Island, Nebraska; Carter Lake, Nottleman Island, Wilson Island and Schemmel Bend Island (Otoe Bend Island), Iowa Keywords: DeSoto Bend, Carter Lake, McKissick’s Island, accretion,
    [Show full text]
  • Drainage Basins of Iowa
    Big Spirit Dorchester 9 Larchwood Tuttle U P Upper New 59 Lake 71 139 D R A I N A G E B A S I N S Little Rock SoldierLake Rake Scarville Silver Mona Chester Hesper Albin Harris I C E Burr Oak Lake Lake Meyer Lime Springs Highlandville 9 Spirit IANW Otranto IANW 86 Superior Dolliver Toeterville Cr. Lester H Park Orleans Northwood C N River 182 Rock Rapids 9 Lake Cr. East Lake Beaver Iowa H H U P Edna Sibley Silver Lake Montgomery 2 Carpenter McIntire Kendallville 26 River Ocheyedan H 9 Estherville Cr. Mills 1 Stacyville M Okoboji Armstrong Ledyard 27 4 Lake Allendorf E.Okoboji 169 Buffalo Center Elk I O F I 0 W A Lake 9 U P 63 Bluffton 52 S Pahoja L Y O N 86 Lake W O R T H Little Cedar Lake Hendricks 76 Lansing S O S C E O L A Okoboji UP Gruver 9 9 69 2 St. Ansgar Cresco I 0 Little S River Wahpeton Arnolds Park Maple Hill Swea Thompson 8 Cr. 65 9 S B N S F Upper Gar Lake West 9 Joice H I River Little Alvord Slough Lakota Bolan C N 218 P George West Okoboji Lake Minnewashta City Shell Saratoga 9 Churchtown Little Lower Gar Lake 169 W I N N E B A G O Riceville 9 P 18 75 Rock Black Kensett Grafton I C E I Milford Terril E M M E T 15 Buffalo M I T C H E L L Beloit Inwood Doon May City High Fork Wapsipinicon H O W A R D Ridgeway Ingham Lake Leland UP (DME) D I C K I N S O N 2 New H A L L A M A K E E Ashton Ocheyedan Lake Cunningham Slough Bancroft 0 Wallingford Wapsipinicon Decorah SD Creek Creek Hanlontown 3 Manly Mitchell Creek 60 Melvin Bur Ringsted H Haven Schley Turkey U P 71 4 (DA Oak Forest City 9 9 9 I R) Otter River Lake I ANR Osage Lourdes K O S S U T H N.
    [Show full text]