Piatt County Comprehensive Plan
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River Mileages and Drainage Areas for Illinois Streams—Volume 2, Illinois River Basin
RIVER MILEAGES AND DRAINAGE AREAS FOR ILLINOIS STREAMS—VOLUME 2, ILLINOIS RIVER BASIN U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 79-111 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS RIVER MILEAGES AND DRAINAGE AREAS FOR ILLINOIS STREAMS—VOLUME 2, ILLINOIS RIVER BASIN By R. W. Healy U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 79-111 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS 1979 CONTENTS Conversion Table . .iv Abstract . .1 Introduction . .1 Methods . .2 Explanation of tables . .2 References . .3 Index . .291 ILLUSTRATIONS Figure 1. Map showing Illinois counties . .4 2. Map showing stream systems, hydrologic units, and major cities in Illinois. .6 TABLE Table 1. River mileages and drainage areas for Illinois streams . .8 i CONVERSION TABLE Multiply inch-pound unit By To obtain SI (metric) unit mile (mi) 1.609 kilometer (km) square mile (mi2) 2.590 square kilometer (km2) iv RIVER MILEAGES AND DRAINAGE FOR ILLINOIS STREAMS— Volume 2, Illinois River Basin By R. W. Healy ABSTRACT River mileages are presented for points of interest on Illinois streams draining 10 square miles or more. Points of interest include bridges, dams, gaging stations, county lines, hydrologic unit boundaries, and major tributaries. Drainage areas are presented for selected sites, including total drainage area for any streams draining at least 100 square miles. INTRODUCTION Expansion of water-resource investigations within the State of Illinois has amplified the need for a common index to locations on streams. A common index would aid in the coordination of various stream-related activities by facilitating data collection and interpretation. -
2035 Long Range Transportation Planopens PDF
2035 Long Range Transportation Plan An Update to Decatur Pathways 2030 i The Long Range Transportation Plan for the Decatur Urbanized Area Transportation Study (DUATS) Long Range Transportation Plan 2035 December 2009 Prepared by: City of Decatur Economic & Urban Development Department The Lead Agency for the Decatur Urbanized Area Transportation Study #1 Gary K. Anderson Plaza Decatur, Illinois 62523 In cooperation with: City of Decatur County of Macon Decatur Park District Decatur Public Transit System Illinois Department of Transportation Federal Highway Administration Federal Transit Administration Macon County Highway Department Village of Forsyth Village of Mt. Zion This document was prepared by Mark Smith, DUATS Study Director, Joselyn Stewart, Transportation Planner, Vasudha Pinnamaraju, Neighborhood Planner, and Brad Boesdorfer, GIS System Analyst, who wish to acknowledge the substantial input and support provided by the member entities of DUATS and our transportation planning partners who include the Federal Highway Administration, Federal Transit Administration and Illinois Department of Transportation. This LRTP project was partially funded and fully supported by the Federal Highway Administration, Federal Transit Administration, Illinois Department of Transportation and member entities of DUATS. Decatur Urbanized Area Transportation Study Page i 2035 Long Range Transportation Plan Table of Contents ii Chapter 1. Introduction ............................................................................................... 1 -
Storm Data and Unusual Weather Phenomena
Storm Data and Unusual Weather Phenomena Time Path Path Number of Estimated May 2002 Local/ Length Width Persons Damage Location Date Standard (Miles) (Yards) Killed Injured Property Crops Character of Storm ALABAMA, North Central Jackson County Bridgeport 01 0120CST 0 0 10K 0 Thunderstorm Wind (G50) Numerous trees and power lines were blown down around the city of Bridgeport. Lauderdale County Cloverdale 02 1525CST 0 0 0 0 Hail(0.88) Nickel size hail was reported in Cloverdale. Lauderdale County Anderson 02 1559CST 0 0 0 0 Hail(0.88) Nickel size hail was observed in Anderson. Lauderdale County Lexington 02 1601CST 0 0 0 0 Hail(0.88) Nickel size hail fell just east of Lexington. Limestone County 7 S Ardmore 02 1640CST 0 0 20K 0 Thunderstorm Wind (G60) A roof was blown off a home 7 miles south of Ardmore. The home was located on SR 251. Madison County Hazel Green 02 1656CST 0 0 0 0 Hail(0.88) Nickel size hail was observed near Hazel Green. Madison County New Market 02 1705CST 0 0 30K 0 Thunderstorm Wind (G60) 1710CST One barn was totally destroyed and one barn partially destroyed near New Market. Several large trees and power lines were also blown down. Trees were also blown down in Hazel Green. Jackson County Stevenson 02 1800CST 0 0 0 0 Hail(0.75) Dime size hail was reported in the Stevenson area. Colbert County Muscle Shoals 02 1850CST 0 0 0 0 Hail(1.00) Dime to quarter size hail was reported in Muscle Shoals and in Sheffield. -
River Mileages and Drainage Areas for Illinois Streams—Volume 1, Illinois Except Illinois River Basin
RIVER MILEAGES AND DRAINAGE AREAS FOR ILLINOIS STREAMS—VOLUME 1, ILLINOIS EXCEPT ILLINOIS RIVER BASIN U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 79-110 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS RIVER MILEAGES AND DRAINAGE AREAS FOR ILLINOIS STREAMS—VOLUME 1, ILLINOIS EXCEPT ILLINOIS RIVER BASIN By R. W. Healy U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 79-110 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS 1979 CONTENTS Conversion Table. iv Abstract . 1 Introduction. 1 Methods. 2 Explanation of tables. 2 References . 3 Index . 335 ILLUSTRATIONS Figure 1. Map showing Illinois counties. 4 2. Map showing stream systems, hydrologic units, and major cities in Illinois . 6 TABLE Table 1. River mileages and drainage areas for Illinois streams . 8 iii CONVERSION TABLE Multiply inch-pound unit By To obtain SI (metric) unit mile (mi) 1.609 kilometer (km) square mile (mi2) 2.590 square kilometer (km2) iv RIVER MILEAGES AND DRAINAGE FOR ILLINOIS STREAMS— Volume 1, Illinois except Illinois River basin By R. W. Healy ABSTRACT River mileages are presented for points of interest on Illinois streams draining 10 square miles or more. Points of interest include bridges, dams, gaging stations, county lines, hydrologic unit boundaries, and major tributaries. Drainage areas are presented for selected sites, including total drainage area for any streams draining at least 100 square miles. INTRODUCTION Expansion of water-resource investigations within the State of Illinois has amplified the need for a common index to locations on streams. A common index would aid in the coordination of various stream-related activities by facilitating data collection and interpretation. -
Zoning Ordinance, Updated, November 16
TABLE OF CONTENTS CITY OF DECATUR ZONING ORDINANCE SECTION I. TITLE……………………………………………….. I-1 SECTION II. DEFINITIONS……………………………………… II-1 SECTION III. DISTRICTS AND BOUNDARIES THEREOF…… III-1 A. DISTRICTS; PURPOSE AND INTENT……………………. III-1 B. MAPS………………………………………………………… III-2 C. DISTRICT BOUNDARIES………………………………….. III-2 D. SCHEDULE OF LAND USE CLASSIFICATIONS………… III-4 SECTION IV. COMPLIANCE WITH THE REGULATIONS…… IV-I A. COMPLIANCE WITH LAND DEVELOPMENT REGULATIONS…………………………………………. IV-1 B. INTERPRETATION…………………………………………. IV-3 SECTION V. AG AGRICULTURE DISTRICT…………………… V A. PERMITTED USES………………………………………….... V-1 B. CONDITIONAL USES……………………………………...….V-2 SECTION VI. R-1 SINGLE FAMILY RESIDENCE DISTRICT…. V-1 A. PERMITTED USES…………………………………………. VI-1 B. CONDITIONAL USES……………………………………… VI-1 C. HEIGHT AND AREA REGULATIONS……………………. VI-2 SECTION VII. R-2 SINGLE FAMILY RESIDENCE DISTRICT…. VII-1 A. PERMITTED USES…………………………………………. VII-1 B. CONDITIONAL USES……………………………………… VII-1 C. HEIGHT AND AREA REGULATIONS……………………. VII-2 SECTION VIII. R-3 SINGLE FAMILY RESIDENCE DISTRICT…… VIII-1 A. PERMITTED USES…………………………………………. VIII-1 B. CONDITIONAL USES……………………………………… VIII-1 C. HEIGHT AND AREA REGULATIONS……………............. VIII-2 SECTION IX. R-5 TWO FAMILY RESIDENCE DISTRICT………. IX-1 A. PERMITTED USES…………………………………………. IX-1 B. CONDITIONAL USES……………………………………… IX-1 C. HEIGHT AND AREA REGULATIONS……………………. IX-2 SECTION X. R-6 MULTIPLE DWELLING DISTRICT………….. X-1 A. PERMITTED USES………………………………………… X-1 B. CONDITIONAL USES…………………………………….. X-2 C. HEIGHT AND AREA REGULATIONS………………….. X-2 Updated November, 2020 SECTION XI. 0-1 OFFICE DISTRICT………………………………. XI-1 A. PERMITTED USES………………………………………… XI-1 B. CONDITIONAL USES…………………………………….. XI-2 C. HEIGHT AND AREA REGULATIONS………………….. XI-3 SECTION XII. B-1 NEIGHBORHOOD SHOPPING DISTRICT…… XII-1 A. GENERAL REQUIREMENTS……………………………. -
City of Decatur Brush College Road Improvement
City of Decatur Brush College Road Improvement Study Section 09-00933-00-BR Combined Design Report – Volume 1 of 2 Combined Design Report Text and Appendices A, B and C March 2015 Prepared By URS 345 East Ash Avenue, Suite B Decatur, IL 62526 217-875-4800 COMBINED DESIGN REPORT City of Decatur – Brush College Road Improvement Study Table of Contents 1 Introduction ........................................................................................................................................... 1 1.1 Description and Location of the Project........................................................................................ 1 1.2 Project History .............................................................................................................................. 2 1.3 Discussion of Design Criteria ....................................................................................................... 3 1.4 Project Development Process ........................................................................................................ 3 2 Purpose and Need for Improvement ..................................................................................................... 5 2.1 Conditions on Existing Roadway Network ................................................................................... 5 2.2 Existing Traffic and Capacity Deficiencies .................................................................................. 6 2.2.1 Truck Traffic ........................................................................................................................