|ISWS Publications Series: Maps|| |
Click on a map's image to view a larger image of that map. Click on a map's title to view the pdf version of the map, if available. Some maps are not available directly through the web.
Center Pivot Irrigation in Illinois 2012 and 2014 - This map displays center pivot irrigation systems in use in Illinois during
the 2012 and 2014 growing seasons. There was a significant increase in irrigation use during 2013 and 2014, likely due to the drought in 2012. The saturated hydraulic conductivity layer
represents soils with a value of ≥10 micrometers per second (3.6 centimeters per hour) in the upper 30 inches of soil, a value typical of sandy soils in Illinois. Saturated hydraulic
conductivity is a measure of the ease with which water will move through a soil, and values typically increase with the sand content. Traditionally, irrigation is needed where sandy soils
are present due to their low water-holding capacity and high hydraulic conductivity. This layer provides a general location for areas that are more likely to require irrigation for a
successful crop. The majority of center pivot systems in Illinois are located in alluvial valleys where soils are sandy and where shallow aquifers are available to sustain high capacity
wells. In recent years, seed corn contracts that require a guaranteed crop, as well as the positive return on investment for crops under irrigation, have expanded the use of center pivot
irrigation to areas that have not historically required irrigation, such as northern Champaign and southern Ford counties. Irrigation will likely continue to expand in Illinois as concerns
over drought increase and farming practices change to ensure crop yields meet expectations. See more...
This map is available online as a 25.5" x 37.5" PDF file (21.2mb).
Countywide Vertical Datum Conversion Factors in Illinois - This map displays countywide,
conversion values to adjust elevations from the National Geodetic Vertical Datum 1929 (NGVD 29) to the North American
Vertical Datum 1988 (NAVD 88). Values indicated should be added to current NGVD 29
elevations (not displayed) to obtain the NAVD 88 elevation. Countywide values were calculated
using the methodology outlined in the Federal Emergency Management Agency (FEMA)
Guidelines and Specifications for Flood Hazard Mapping Partners Appendix B
Point conversion factors were computed using the CORPSCON utility
This map is available online as a 11" x 17" PDF file (450k).
Major Watersheds of Illinois - This map illustrates general boundaries of major watersheds of
Illinois. Shades of blue and green indicate watersheds in the Mississippi River basin. Watersheds with shades of green are located in the Illinois River basin. Shades of yellow and brown
indicate watersheds in the Ohio River basin. The Cache River drains to both the Mississippi and Ohio Rivers. Drainage to Lake Michigan is in the Great Lakes basin. Its watershed is
shaded pink. A watershed is often considered synonymous with drainage basin, and in this context it is the land area that directly drains to a common stream, river, or lake. Watershed boundaries
follow topographic highs. Artificial drainage structures such as canals may convey water across topographic watershed boundaries in some areas shown. Features shown on this map are accurate to
the scale at which they were originally developed. Communities are displayed as space allowed. To request a paper copy of the Major Watersheds of Illinois map from The Illinois State Water Survey,
please fill out this form. Copies are available free of charge until supplies run out.
Lambert Conformal Conic projection based on standard parallels 30° and 45°
This map is available online as a 26" x 38" PDF file (730k).
Surface Water Supplies Year 2000 - Community water supplies provide nearly 90% of Illinois' citizens with water for residential use. The Illinois
Environmental Protection Agency (IEPA) defines a "community water supply" as a public water supply that provides potable water to a minimum of 15 service connections used by year-round residents or regularly serves
at least 25 year-round residents. The IEPA issues permits for operation of water supplies serving the public. Data from the Illinois State Water Survey (ISWS) Illinois Water Inventory Program (IWIP) show that 1998 total
withdrawals by all public water supply systems exceeded 1,700 million gallons per day (mgd). Community systems withdrawing surface water accounted for 84% of those withdrawals, with Lake Michigan withdrawals
exceeding 1,000 mgd. Other surface water sources include interstate rivers (Mississippi and Ohio), intrastate rivers (Fox, Illinois, Kankakee, Kaskaskia, and Little Wabash),
and 96 reservoirs.
Due to Homeland Security issues, we can not freely distribute this map through the World Wide Web. For a copy, you will need to send a Letter of
Intent on your company's letterhead, stating why you would like this map. This map is prohibited from being displayed publicly.
Please include contact information, as we may call to verify the information. Upon receipt of the letter, it will be forwarded to the Survey Director for approval.
You can fax it (217-333-4983 - Please include the web address/URL of this webpage on the FAX cover sheet) or mail it to:
Illinois State Water Survey
c/o Patti Hill
2204 Griffith Drive
Champaign, IL 61820-7495
River Watershed - The Illinois River watershed (shaded in light blue) is of vital importance to the State of Illinois. This large watershed covers
44 percent of the state and 90 percent of Illinois' population resides within 55 counties wholly or partially included in the watershed.
The Illinois River, one of the major tributaries of the Mississippi River, is part of the only inland waterway linking the Great Lakes
to the Gulf of Mexico. The Illinois River watershed has a drainage area of 28,906 square miles or sq mi (75,156 square kilometers or
sq km), of which approximately 3,058 sq mi (4,920 sq km) are located in Indiana and 1,070 sq mi (1,722 sq km) in Wisconsin.
The watershed contains the drainage basins of several of the Illinois' major rivers including the Des Plaines, Kankakee, Fox, Vermilion,
Mackinaw, Spoon, Sangamon, and La Moine Rivers.
This map is available online as a 26" x 38" PDF file (6mb).
Community Water Supply Wells - Illinois has abundant buried groundwater reserves that supply millions of gallons of groundwater per day for public, agricultural, and industrial/commercial use.
These aquifers are unevenly distributed throughout the state. Fortunately, surface water or a combination of groundwater and surface water is available to meet required needs in most cases
where groundwater resources are marginal.
This map depicts community water supply wells in relation to the major aquifer systems in Illinois. A community water supply is defined as "a public
water system which serves at least 15 service connections used by residents or regularly serves at least 25 residents for at least 60 days per year." Only community wells classified as active
in the ISWS Public-Industrial-Commercial Survey database for the Year 2003 are shown.
This map is available online as a 28" x 40" PDF file (3.7mb).
2012 Center Pivot Irrigation in Lee County, Illinois
- This map displays the center pivot irrigation systems in use in Lee County, Illinois during the 2012 growing season. Sandy soils are common in Lee County and are either sand and gravels deposited as glacial outwash or dune sands formed by the wind. The saturated hydraulic conductivity layer represents soils with a value of ≥ 10 micrometers per second in the upper 30 inches of soil, a value typical of sandy soils in Illinois. Saturated hydraulic conductivity is a measure of the ease with which water will move through a soil, and values typically increase with the sand content. Traditionally, irrigation is needed where sandy soils are present due to their low water-holding capacity and high hydraulic conductivity. This layer provides a general location for areas that are more likely to require irrigation for a successful crop.
The USDA collects aerial images during the crop growing season through the National Agricultural Imagery Program (NAIP) and makes them available through the USDA Geospatial Data Gateway. The NAIP images were examined for circular irrigation patterns, and field boundaries were traced to create a map layer. A total of 283 center pivot systems were identified in Lee County during the summer of 2012, representing 26,476 acres of farmland. USDA (2007 NASS Census) reported 395,624 total acres of farmland in Lee County, suggesting that center pivot irrigation is used in approximately 7 percent of all farmland in this county.
This map is available online as a 34” x 26” PDF file (4.9Mb)
2012 Center Pivot Irrigation in Mason County, Illinois
- Mason County has the most irrigated acreage in the state, nearly double that of any other Illinois
county. Sandy soils and annual precipitation of about 38 inches promote significant groundwater
recharge. An extensive shallow aquifer provides an abundant source of water that, historically, has
not led to any long-term lowering of water levels or depletion of the aquifer even as irrigation has
significantly expanded. The Imperial Valley Water Authority, a local government entity that regulates
non-agricultural high capacity wells in Mason County and four townships in Tazewell County, estimated
groundwater withdrawals for irrigation in Mason County in 2012 to be a little over 70 billion gallons,
which equates to 587 million gallons a day (MGD) across a 120-day growing season.
This map displays the center pivot irrigation systems in use in Mason County, Illinois during the
2012 growing season. Center pivot irrigation imprints identifiable circular patterns on the landscape
which can be visible in aerial images. The USDA collects aerial imagery (National Agricultural
Imagery Program) and makes them available through the USDA Geospatial Data Gateway. The NAIP images were examined for circular irrigation patterns, and field
boundaries were digitized using ArcGIS version 10.0 to create a map layer. In total, 1553 fields were
identified as using center pivot systems in Mason County during the summer of 2012, representing
135,684 acres of farmland and approximately 50 percent of all farmland in Mason County.
This map is available online as a 34” x 22” PDF file (4.7Mb)
2012 Center Pivot Irrigation in Tazewell County, Illinois
- This map displays the center pivot irrigation systems in use in Tazewell County, Illinois during the 2012 growing season. An extensive shallow aquifer provides an abundant source of water that, because of adequate rainfall and subsequent recharge, historically has not led to any long-term reduction in water levels or depletion of the aquifer even as irrigation has significantly expanded. The Imperial Valley Water Authority is a local government entity that regulates non-agricultural high-capacity wells in parts of six townships in Tazewell County and all of Mason County. The IVWA estimated groundwater withdrawals for irrigation in Tazewell County in 2012 to be approximately 28 billion gallons, which equates to about 233 million gallons a day (MGD) across a 120-day growing season. Together, Mason and Tazewell Counties accounted for nearly
100 billion gallons of groundwater withdrawal for irrigation in 2012.
The USDA collects aerial imagery (National Agricultural Imagery Program) and makes them available through the USDA Geospatial Data Gateway. The NAIP images were examined for circular irrigation patterns, and field boundaries were digitized using ArcGIS version 10.0 to create a map layer. A total of 449 fields were identified as using center pivot systems in Tazewell County during the summer of 2012, representing 42,419 acres of farmland. USDA reported 337,376 total acres of farmland in Tazewell County, suggesting that center pivot irrigation systems are used to irrigate approximately 13 percent of all farmland in this county (2012, NASS Census).
This map is available online as a 28” x 24” PDF file (3.8Mb)
2012 Center Pivot Irrigation in Whiteside County, Illinois
- Soils in the southern part of Whiteside County are commonly sandy and require irrigation, for which the Sankoty Aquifer is the primary water source. The Sankoty Aquifer occupies the ancestral Mississippi River Valley, which underlies the southern half of Whiteside County, and can provide the amount of groundwater necessary to sustain high capacity wells that are capable of pumping well over 1,000 gallons per minute.
This map displays the center pivot irrigation systems in use in Whiteside County, Illinois during the 2012 growing season. Center pivot irrigation imprints identifiable circular patterns on the landscape which can be visible in aerial images. The USDA collects aerial images (National Agricultural Imagery Program) and makes them available through the USDA Geospatial Data Gateway. The NAIP images were examined for circular irrigation patterns, and field boundaries were digitized using ArcGIS version 10.0 to create a map layer. In total, 606 fields were identified as using center pivot systems in Whiteside County during the summer of 2012, representing 60,122 acres of farmland and approximately 15 percent of all farmland in this county.
This map is available online as a 36” x 26” PDF file (8.1Mb)
|Examples of Other Survey Maps (Many more are available on our web site, and in our publications and brochures)|| |
1996 Peoria Lake Bathymetry - The bathymetric contours in this map were
derived from a triangulated irregular network (TIN) built using the Z values from the surveyed cross-section points.
Lambert Conformal Conic projection based on standard parallels 30° and 45°.
This map is available online as a 35" x 46" PDF file (3.1mb).
7-Day 10-Year Low Flow Maps - This site provides electronic copies of the paper maps
that are contained in Illinois State Water Survey contract reports ISWS CR 440,
ISWS CR 441, and
ISWS CR 545 . These maps provide
information on low flow conditions that might be expected to occur only during droughts (once in 10 years), and associated effluent
discharges, water withdrawals, and flow regulations for most Illinois rivers and streams. You may view and download the maps at the
7-Day 10-Year Low Flow Maps web site.
A 7-day low flow for a stream is the average flow measured during the 7 consecutive days of lowest flow during any given year. The 7-day 10-year low flow (Q7,10) is a statistical estimate of the lowest average flow that would be experienced during a consecutive 7-day period with an average recurrence interval of ten years. Because it is estimated to recur on average only once in 10 years it is usually an indicator of low flow conditions during drought.
2-Year 7-Day Low Flows - Taken from A Plan for Scientific
Assessment of Water Supplies in Illinois 2001, Illinois State Water Survey, Champaign, IL v, 22 p. : col. Ill, ISWS IEM 2001-03.
View and download a full text version of this publication:
Abstract Excerpt: Demand for water in Illinois is increasing, and water shortages in the Chicago metropolitan area have been projected. There are, however, limits to the availability of clean water at a reasonable cost. Limits to water availability are imposed by a number of factors including droughts, legal requirements to maintain minimum flows in rivers and streams, water recharge rates, and a decree of the United States Supreme Court limiting withdrawal of water from Lake Michigan. In addition, the specter of regional climate change could pose the greatest threat to Illinois water supplies over the long term: some projections show the possibility of persistent floods, whereas other projections show persistent droughts.
Additional sources of water do exist and can be tapped, but the cost of providing clean water increases with the necessity of water treatment, storage, and distribution, and the mitigation of impacts of new withdrawals on existing water supplies. Long lead times also are needed to construct major water projects. Unless the water supplies of Illinois are planned and managed in a comprehensive, regional, and visionary manner--based on the concept of renewable water supply capacity--water shortages could soon occur in some parts of the state. Water supply planning and management should be based on improved understanding and prediction of water supply and demand, and risk assessment.
The goal of this plan is to provide a framework for Illinois State Water Survey (ISWS) water supply programs and to document those studies that ISWS, working with others, needs to conduct to provide Illinois with comprehensive technical data and information, models, and training for water supply planning and management.
This map is available online as an 8.5" x 11" PDF file (450k).
Annual Precipitation Pattern -
Figure 3-2, left, is from Climate Atlas of Illinois published by the Illinois
State Water Survey. The figure shows the average annual precipitation pattern for Illinois with average monthly amounts for selected weather stations from 1901-1980.
Excerpt: Graphs illustrate monthly average precipitation amounts for a few stations (Figure 3-2). In northern Illinois, the wet months occur largely in May-August,
with less precipitation in the winter months. Precipitation in central Illinois is more evenly distributed during the year, and most months from March through
September have relatively heavy rainfall. The graph for Cairo shows that January-June is the wettest period in the south. Thus, there are major spacial and
timing differences in the precipitation across Illinois.
More extreme levels of annual precipitation expected to occur once in 5 years and once in 50 years appear (Figure 3-3). For example, once in 50 years, values will be as low as 22 inches in north-eastern Illinois and 28 inches across southern Illinois. Highs expected once in 50 years range from more than 70 inches in southern Illinois to 46 inches in northern Illinois.
Details about purchasing a copy of Climate Atlas of Illinois are available on our web site.
Estimated Potential Yield of Sand and Gravel Aquifers - Taken from An Analysis of Groundwater Use to Aquifer Potential Yield in Illinois, Wehrmann, H. Allen, Sean V. Sinclair, and Timothy P. Bryant., 2003
Illinois State Water Survey, Champaign, IL, ISWS CR 2004-11.
Abstract Excerpt: Proper water resource planning and management requires a firm understanding of water use and water resource availability.
This report summarizes a comparison of Year 2000 groundwater withdrawals against estimated aquifer potential yields. The comparison is presented as
a ratio of groundwater use (withdrawals) to groundwater yield (i.e., potential aquifer yield) on a township basis. Geographical Information System
(GIS) technology was used to determine township yield ratios for three aquifer types (sand-and-gravel, shallow bedrock, and deep bedrock).
This map is available online as a 24" x 36" PDF file (800k).
View and download a full text version of this publication: http://www.sws.uiuc.edu/pubdoc/CR/ISWSCR2004-11.pdf
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The technical content of these maps is the responsibility of the author(s). The user assumes all liability for the interpretation and use of these maps.
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