Peoria Pool Illinois River 2021 Fisheries Fact Sheet
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Six Rivers, Five Glaciers, and an Outburst Flood: the Considerable Legacy of the Illinois River
SIX RIVERS, FIVE GLACIERS, AND AN OUTBURST FLOOD: THE CONSIDERABLE LEGACY OF THE ILLINOIS RIVER Don McKay, Chief Scientist, Illinois State Geological Survey 615 East Peabody Drive, Champaign, Illinois 61820 [email protected] INTRODUCTION The waters of the modern Illinois River flow gently through looping meanders bordered by quiet backwater lakes and drop only a few inches in each river mile. Concealed beneath this gentle river is geologic evidence that the Illinois descended from ancient rivers with surprising and sometimes violent histories. The geologic story of the Illinois River is not only an account of an interesting chapter of Earth history, but it also reveals a rich geologic legacy of valuable and vulnerable resources that should be managed and used wisely. Modern, detailed, geologic field mapping has enabled new insights into the river’s history. Begun in 2000 by the Illinois State Geological Survey (ISGS), geologic mapping in the Middle Illinois River Valley area (Fig 1) was undertaken to aid planning for an expansion of Illinois Highway 29 between Chillicothe and I-180 west of Hennepin. Mapping was focused initially on the western bluff and valley bottom west of the river near the present highway but has since been expanded to more than 275 sq mi in Putnam, Marshall, and Peoria counties. Funding was provided by Illinois Department of Transportation (IDOT) and by ISGS. Several maps are scheduled to be published (McKay and others 2008a, 2008b, 2008c). Figure 1. Location of recent and ongoing geologic mapping area in the Middle Illinois River Valley region of north-central Illinois (left) and northeastern portion of the Chillicothe 7.5-minute surficial geology map (right) showing areas of river deposits, glacial tills, and bedrock where they occur at land surface. -
Pre-Disaster Mitigation Floodwall Projects Cities of Marseilles, Ottawa, and Peru, Lasalle County, Illinois Village of Depue, Bureau County, Illinois January 2018
Final Programmatic Environmental Assessment Pre-Disaster Mitigation Floodwall Projects Cities of Marseilles, Ottawa, and Peru, LaSalle County, Illinois Village of DePue, Bureau County, Illinois January 2018 Prepared by Booz Allen Hamilton 8283 Greensboro Drive McLean, VA 22102 Prepared for FEMA Region V 536 South Clark Street, Sixth Floor Chicago, IL 60605 Photo attributes: Top left: City of Ottawa Top right: City of Peru Bottom left: City of Marseilles Bottom right: Village of DePue Pre-Disaster Mitigation Floodwall Projects Page ii January 2018 Programmatic Environmental Assessment Acronyms and Abbreviations List of Acronyms and Abbreviations oC Degrees Celsius ACHP Advisory Council on Historic Preservation AD Anno Domini AIRFA American Indian Religious Freedom Act APE Area of Potential Effect ARPA Archaeological Resources Protection Act of 1979 BFE Base Flood Elevation BLM Bureau of Land Management BMP Best Management Practice BP Before Present CAA Clean Air Act CEQ Council on Environmental Quality C.F.R. Code of Federal Regulations CLOMR Conditional Letter of Map Revision CRS Community Rating System CWA Clean Water Act CWS Community Water Supplies dB decibels EA Environmental Assessment EO Executive Order EPA Environmental Protection Agency ESA Endangered Species Act FEMA Federal Emergency Management Agency FIRM Flood Insurance Rate Map Pre-Disaster Mitigation Floodwall Projects Page iii January 2018 Programmatic Environmental Assessment Acronyms and Abbreviations FONSI Finding of No Significant Impact FPPA Farmland Protection Policy -
North Farm Creek and Dry Run Tributary Implementation Plan
North Farm Creek and Dry Run Tributary Implementation Plan By: Tetra Tech 1468 West 9th Street, Suite 620 Cleveland, OH 44113 In support of: EPA Contract Number EP-C-11-009 Work Assignment 1-29 U.S. Environmental Protection Agency Region 5 77 W. Jackson Blvd. Chicago, IL 60604 December 2012 North Farm Creek and Dry Run Tributary Implementation Plan Page ii Contents 1. Introduction ............................................................................................................................... 1 1.1 TMDL/LRS Summary ............................................................................................................. 1 1.2 Watershed Plan Requirements - Nine Key Elements................................................................. 6 1.3 Implementation Plan Approach ................................................................................................ 7 1.3.1 Nonstructural Management Opportunities ....................................................................... 8 1.3.2 Structural Management Opportunities ............................................................................. 8 2. Implementation Partners and Existing Implementation Efforts ............................................ 10 2.1 Implementation Partners ........................................................................................................ 10 2.2 Existing Implementation Efforts ............................................................................................ 11 2.2.1 Honoring our Water Stormwater Plan .......................................................................... -
Groundwater in the Peoria Region
STATE OF ILLINOIS ADLAI E. STEVENSON, Governor DEPARTMENT OF REGISTRATION AND EDUCATION NOBLE J. PUFFER, Director DD7ISION OF THE STATE WATER SURVEY A. M. BUSWELL, Chief URBANA BULLETIN NO. 39 GROUNDWATER IN THE PEORIA REGION PART 1—GEOLOGY LELAND HORBERG, STATE GEOLOGICAL SURVEY PART 2—HYDROLOGY MAX SUTER, STATE WATER SURVEY PART 3—CHEMISTRY T. E. LARSON, STATE WATER SURVEY A Cooperative Research Project Conducted by The State Water Survey and The State Geological Survey PRINTED BY AUTHORITY OF THE STATE OF ILLINOIS URBANA, ILLINOIS 1950 This report is also a publication of THE STATE GEOLOGICAL SURVEY as its BULLETIN NO. 75. STATE OF ILLINOIS ADLAI E. STEVENSON, Governor DEPARTMENT OF REGISTRATION AND EDUCATION NOBLE J. PUFFER, Director DIVISION OF THE STATE WATER SURVEY A. M. BUSWELL, Chief URBANA BULLETIN NO. 39 GROUNDWATER IN THE PEORIA REGION PART 1—GEOLOGY LELAND HORBERG, STATE GEOLOGICAL SURVEY PART 2—HYDROLOGY MAX SUTER, STATE WATER SURVEY PART 3—CHEMISTRY T. E. LARSON, STATE WATER SURVEY A Cooperative Research Project Conducted by The State Water Survey and The State Geological Survey PRINTED BY AUTHORITY OF THE STATE OF ILLINOIS URBANA, ILLINOIS 1950 ORGANIZATION STATE OF ILLINOIS HON. ADLAI E. STEVENSON, Governor DEPARTMENT OF REGISTRATION AND EDUCATION HON. NOBLE J. PUFFER, Director BOARD OF NATURAL RESOURCES AND CONSERVATION HON. NOBLE J. PUFFER, Chairman W. H. NEWHOUSE, PH.D., Geology ROGER ADAMS, PH.D., D.SC, Chemistry LOUIS R. HOWSON, C.E., Engineering A. E. EMERSON, PH.D., Biology LEWIS H. TIFFANY, PH.D., Forestry GEORGE D. STODDARD, PH.D., LITT.D., LL.D., L.H.D. -
La Grange Pool - Illinois River 2021 Fisheries Fact Sheet
LA GRANGE POOL - ILLINOIS RIVER 2021 FISHERIES FACT SHEET The Illinois River is formed at the confluence of the Des Plaines and Kankakee rivers near Channahon in northeastern Illinois. It flows southwest for 273 miles across the state to enter the Mississippi River at Grafton. There are five dams along the Illinois forming pooled reaches named (upstream to downstream) the Dresden Pool, Marseilles Pool, Starved Rock Pool, Peoria Pool and La Grange Pool. The downstream reach is called the Alton Pool because it is influenced by Mel Price Lock and Dam on the Mississippi River at Alton. LOCATION: The La Grange Pool of the Illinois River extends from the La Grange Lock and Dam at mile 80.2 to the tailwater of the Peoria Lock and Dam at mile 157.7. Brown, Cass, Schuyler, Mason, Fulton, Tazewell and Peoria counties border this reach. RIVER ACCESS: The La Grange Pool is characterized by slow to moderate water velocities and soft substrates of sand and mud. The large number of backwater lakes and sloughs made this reach historically one of the most biologically productive river reaches in the world for waterfowl and fish. Backwaters managed for fishing by IDNR include state fish and wildlife areas at Anderson Lake, Spring Lake, Rice Lake, and Banner Marsh as well as the restored Thompson and Flag lakes at the Emiquon Preserve. Bath Chute, a river side channel, has excellent panfish and largemouth bass populations and is accessible by a public boat ramp in Bath. Boat access to the LaGrange Pool is also available at LaGrange Lock and Dam, Beardstown, Browning, Havana, Liverpool, Kingston Mines and Pekin. -
The History of the ILLINOIS RIVER and the Decline of a NATIVE SPECIES by Paige A
The history of the ILLINOIS RIVER and the decline of a NATIVE SPECIES BY PAIGE A. METTLER-CHERRY AND MARIAN SMITH 34 | The Confluence | Fall 2009 A very important advantage, and one which some, perhaps, will find it hard to credit, is that we could easily go to Florida in boats, and by a very good navigation. There would be but one canal to make … Louis Joliet, 1674, making the earliest known proposal to alter the Illinois River (Hurlbut 1881) Emiquon National Wildlife Refuge as it appears today. The corn and soybean fields (see page 38) have been replaced by the reappearance of Thompson and Flag lakes. The refuge already teems with wildlife, including many species of migrating waterfowl, wading birds, deer, and re-introduced native fish species. (Photo: Courtesy of the author) Fall 2009 | The Confluence | 35 Large river ecosystems are perhaps the most modified systems in The lower Illinois Valley is much older than the upper and has the world, with nearly all of the world’s 79 large river ecosystems been glaciated several times. The Illinoisan ice sheet covered much altered by human activities (Sparks 1995). In North America, of Illinois, stopping 19.9 miles north of the Ohio River. The effects the Illinois River floodplain has been extensively modified and of the glacier are easily seen when comparing the flat agricultural the flood pulse, or annual flood regime, of the river is distorted fields of central and northern Illinois, which the glacier covered, as a result of human activity (Sparks, Nelson, and Yin 1998). to the Shawnee Hills of southern Illinois, where the glacier did Although many view flooding as an unwanted destructive force of not reach. -
North Branch Chicago River Watershed-Based Plan
CHAPTER ONE: INTRODUCTION NORTH BRANCH CHICAGO RIVER WATERSHED-BASED PLAN CONTENTS 1 Introduction .................................................................................................................................... 1-3 1.1 What is a Watershed? ............................................................................................................. 1-3 1.1.1 Why A Watershed-Based Plan? ....................................................................................... 1-4 1.2 North Branch Chicago River Watershed Planning Area .......................................................... 1-4 1.2.1 Chicago River Watershed................................................................................................. 1-4 1.2.2 North Branch Chicago River Watershed Planning Area .................................................. 1-5 1.2.2.1 North Branch Chicago River Watershed Partnerships ............................................................. 1-8 1.2.2.2 North Branch Chicago River Watershed Planning .................................................................... 1-8 1.3 WATERSHED PLAN PURPOSE .................................................................................................. 1-9 1.4 Watershed Plan Requirements, Process, and Organization ................................................. 1-10 1.5 Previous and Related Studies and Plans ............................................................................... 1-11 1.6 Use of the Plan ..................................................................................................................... -
The Physical Geography of the Illinois River Valley Near Peoria
The Physical Geography of the Illinois River Valley Near Peoria An Updated Self-Conducted Field Trip using EcoCaches and GPS Technology Donald E. Bevenour East Peoria Community High School Illinois State University Copyright, 1991 Updated by: Kevin M. Emmons Morton High School Bradley University 2007 Additional Support: Martin Hobbs East Peoria Community High School Abstract THE PHYSICAL GEOGRAPHY OF THE ILLINOIS RIVER VALLEY NEAR PEORIA: AN UPDATED SELF CONDUCTED FIELD TRIP USING ECOCACHES AND GPS TECHNOLOGY This field trip has been written so that anyone can enjoy the trip without the guidance of a professional. The trip could be taken by student groups, families, or an individual; at least two people, a driver and a reader/navigator, are the recommended minimum number of persons for maximum effectiveness and safety. Subjects of discussion include the Illinois River, the Bloomington, Shelbyville, and LeRoy Moraines, various aspects of the glacial history of the area, stream processes, floodplains, natural vegetation, and human adaptations to the physical environment such as agriculture, industry, transportation, and growth of cities. Activities include riding to the top of a lookout tower, judging distance to several landmark objects, and scenic views of the physical and cultural environment. All along the trip, GPS coordinates are supplied to aid you in your navigation. Information on EcoCaches is available at http://www.ilega.org/ Why take a self-guided field trip? A self-guided field trip is an excellent way to learn more about the area in which one lives. Newcomers or visitors to an area should find it a most enlightening manner in which to personalize the new territory. -
(Lasalle County) Watershed TMDL Stage 1 Report Final Report Prepared for Illinois EPA
REPORT Little Vermilion River (LaSalle County) Watershed TMDL Stage 1 Report Final Report Prepared for Illinois EPA November 2014 Table of Contents Section 1 Goals and Objectives for the Little Vermilion River (LaSalle County) Watershed 1.1 Total Maximum Daily Load Overview ............................................................................................... 1-1 1.2 TMDL Goals and Objectives for the Little Vermilion River (LaSalle County) Watershed ..................................................................................................................................................... 1-2 1.3 Report Overview ........................................................................................................................................ 1-3 Section 2 Little Vermilion River (LaSalle County) Watershed Description 2.1 Little Vermilion River (LaSalle County) Watershed Location ................................................ 2-1 2.2 Topography .................................................................................................................................................. 2-1 2.3 Land Use ........................................................................................................................................................ 2-1 2.4 Soils .................................................................................................................................................................. 2-2 2.4.1 Little Vermilion River (LaSalle County) Watershed Soil Characteristics ..... -
Illinois River
Mississippi River Watershed Total Maximum Daily Load and Load Reduction Strategies Stage 1 Report – Public Review Draft 1021 North Grand Avenue East P.O. Box 19276 Springfield, Illinois 62794-9276 Report Prepared by: August 2016 Mississippi River Watershed TMDL Stage 1 Report – Public Review Draft Contents Figures ......................................................................................................................................................... ii Tables .......................................................................................................................................................... iii Acronyms and Abbreviations ................................................................................................................... iv 1. Introduction .................................................................................................................................... 1 1.1 TMDL Development Process ....................................................................................................... 1 1.2 Water Quality Impairments .......................................................................................................... 1 2. Watershed Characterization ......................................................................................................... 2 2.1 Jurisdictions and Population ......................................................................................................... 5 2.2 Climate......................................................................................................................................... -
Biological Opinion for the Operation and Maintenance of the 9-Foot Navigation Channel on the Upper Mississippi River System
BIOLOGICAL OPINION FOR THE OPERATION AND MAINTENANCE OF THE 9-FOOT NAVIGATION CHANNEL ON THE UPPER MISSISSIPPI RIVER SYSTEM SUMMARY OF FINDINGS In this Biological Opinion, the U.S. Fish and Wildlife Service (Service) has determined that the continued operation and maintenance of the 9-foot Navigation Project will jeopardize the continued existence of the Higgins’ eye pearly mussel (Lampsilis higginsi) and the pallid sturgeon (Sacphirhynchus albus). We have also provided reasonable and prudent alternatives that will allow the continued operation and maintenance of the 9-foot Navigation Project while offsetting adverse impacts to the species and avoiding jeopardy. If the reasonable and prudent alternatives are not implemented, then the likelihood of survival and recovery of these species will be appreciably reduced. The Corps of Engineers (Corps) is required to notify the Service of its final decision on the implementation of the reasonable and prudent alternatives described herein. In addition, we have found that the project will not jeopardize the least tern (Sterna antillarum) and winged mapleleaf mussel (Quadrula fragosa) but will result in incidental take. We have provided an Incidental Take Statement with reasonable and prudent measures that will minimize the impacts of this take on these species. We also have determined that the proposed action will likely adversely affect the bald eagle (Haliaeetus leucocephalus) and the Indiana bat (Myotis sodalis). However, while the project may affect individuals, the impacts will be offset by management actions proposed by the Corps or will be negligible, and will not rise to the level of incidental take (i.e., harm and harassment). -
Illinois Waterway
Illinois Waterway Locks & Dams Rock Island District 2018 US Army Corps of Engineers® Mississippi Valley Division The 9-foot Channel Navigation Project The Upper Mississippi River – Illinois Waterway System includes 37 locks and 1,200 miles of navigable waterway in Illinois, Iowa, Minnesota, Missouri, and Wisconsin. The U.S. Army Corps of Engineers manages the 37 locks and dams on the Mississippi and Illinois rivers providing a water stairway of travel for commercial and recreational traffic from Minneapolis-St. Paul to St. Louis and from Chicago to the Mississippi River. The 866 miles of the Upper Mississippi River begin in Minneapolis, Minn., and end at the confluence of the Ohio River at Cairo, Ill. The 333 miles of the Illinois Waterway start in the Chicago Area Waterway and continue downstream to the Illinois River’s confluence with the Mississippi River at Grafton, Ill. The Illinois Waterway is composed of seven water systems: Illinois River, Des Plaines River, Chicago Sanitary and Shipping Canal, South Branch Chicago River, Cal-Sag Channel, Little Calumet River and the Calumet River. There are more than 580 manufacturing facilities, terminals, grain elevators, and docks that ship and receive tonnage in the Upper Mississippi River basin. Grains (corn and soybeans) dominate traffic on the system. Other commodities, mainly cement and concrete products, comprise the second largest group. A modern 15-barge tow transports the equivalent of 1,050 large semi-trucks (26,250 cargo tons, 875,000 bushels, or 17,325,000 gallons). In 2015, the 9-foot channel project generated an estimated $3 billion of transportation cost savings compared to its approximately $246 million operation and maintenance cost.