Post-Construction Monitoring Report for the Calumet Tunnel and Reservoir Plan System

Total Page:16

File Type:pdf, Size:1020Kb

Post-Construction Monitoring Report for the Calumet Tunnel and Reservoir Plan System MONITORING AND RESEARCH DEPARTMENT REPORT NO. 19-13 POST-CONSTRUCTION MONITORING REPORT FOR THE CALUMET TUNNEL AND RESERVOIR PLAN SYSTEM June 2019 Metropolitan Water Reclamation District of Greater Chicago 100 East Erie Street Chicago, Illinois 60611-2803 (312) 751-5600 POST-CONSTRUCTION MONITORING REPORT FOR THE CALUMET TUNNEL AND RESERVOIR PLAN SYSTEM By Dustin Gallagher Aquatic Biologist Jennifer Wasik Principal Environmental Scientist Monitoring and Research Department Edward W. Podczerwinski, Director June 2019 TABLE OF CONTENTS Page LIST OF TABLES iii LIST OF FIGURES vi LIST OF ABBREVIATIONS vii ACKNOWLEDGMENTS ix DISCLAIMER ix SUMMARY AND CONCLUSIONS x INTRODUCTION 1 Background 1 Objectives 1 Study Reach 2 METHODOLOGY 4 Combined Sewer Overflow Monitoring 4 Ambient Water Quality Monitoring 4 Wet- and Dry-Weather Monitoring 4 Statistical Analysis of Ambient Water Quality Monitoring and Wet- and Dry- 7 Weather Sampling Data Continuous Dissolved Oxygen Monitoring 10 RESULTS AND DISCUSSION 12 Combined Sewer Overflow Monitoring 12 Ambient Water Quality Monitoring 12 Wet- and Dry-Weather Monitoring 24 Analysis of Variance Comparing Pre- and Post-Construction Water 24 Quality for Various Weather Categories i TABLE OF CONTENTS (Continued) Page Comparison of Wet- and Dry-Weather Water Quality During the Post- 35 Construction Monitoring Period Compliance with Water Quality Standards During the Post-Construction 37 Monitoring Period Continuous Dissolved Oxygen Monitoring 39 REFERENCES 45 APPENDICES A United States Environmental Protection Agency Letter of Approval for A-1 Calumet Tunnel and Reservoir Plan System Post-Construction Monitoring Plan B Calumet and Lemont Water Reclamation Plants’ Combined Sewer B-1 Overflow Monitoring and Reporting Plan C Post-Construction Monitoring Plan for Calumet Tunnel and Reservoir C-1 Plan System D Ambient Water Quality Monitoring Quality Assurance Project Plan D-1 E Continuous Dissolved Oxygen Monitoring Quality Assurance Project E-1 Plan F Standard Operating Procedure for Laboratory Servicing Procedures for F-1 Continuous Dissolved Oxygen Monitors G Water Quality Data from Monthly, Wet-Weather, and Dry-Weather G-1 Sampling Events from Post-Construction Monitoring at Calumet Watershed Locations H Letters to the Illinois Environmental Protection Agency and United H-1 States Environmental Protection Agency for Notification of Combined Sewer Overflows I Hourly Continuous Dissolved Oxygen Monitoring Data Collected After I-1 Combined Sewer Overflows During Post-Construction Monitoring ii LIST OF TABLES Table No. Page 1 Ambient Water Quality Monitoring Locations Assessed in the Calumet 5 River System 2 Sample Collection Dates at Calumet Watershed Ambient Water Quality 8 Monitoring Stations During Thornton Composite Reservoir Pre- and Post-Construction Monitoring Periods 3 Applicable Water Quality Standards Used for Evaluation 9 4 Continuous Dissolved Oxygen Monitoring Locations Assessed in the 11 Calumet River System 5 Date, Location, Time, Duration, and Estimated Volume of Combined 13 Sewer Overflows That Occurred During Calumet Tunnel and Reservoir Plan System Post-Construction Monitoring Period (2017–2018) 6 Summary of Pre- and Post-Construction Calumet River, Little Calumet 14 River, and Little Calumet River South Monthly Ambient Water Quality Data 7 Summary of Pre- and Post-Construction Calumet-Sag Channel, Grand 16 Calumet River, and Thorn Creek Monthly Ambient Water Quality Data 8 Statistical Comparison of Ambient Water Quality Monitoring Data 18 Collected at Calumet River System Locations Between 1974–1984, 2014–2015, and 2017–2018 9 Comparison of Water Quality Data Collected During Pre- and Post- 25 Construction Wet- and Dry-Weather Sampling Events at Locations in the Calumet River and Little Calumet River 10 Comparison of Water Quality Data Collected During Pre- and Post- 28 Construction Wet- and Dry-Weather Sampling Events at Locations in the Little Calumet River South and Calumet-Sag Channel 11 Comparison of Water Quality Data Collected During Pre- and Post- 31 Construction Wet- and Dry-Weather Sampling Events at Locations in the Calumet-Sag Channel, Grand Calumet River, and Thorn Creek iii LIST OF TABLES (Continued) Table No. Page 12 Summary of Calumet Watershed Rainfall Amounts and Combined 34 Sewer Overflows for Wet-Weather Sampling Events During Pre- and Post-Construction Monitoring 13 Summary of Wet- and Dry-Weather Event Fecal Coliform 38 Concentrations Collected During Recreational Use Months for the Calumet River System During Post-Construction Monitoring of Thornton Composite Reservoir 14 Summary of Hourly Dissolved Oxygen Concentrations at Continuous 42 Dissolved Oxygen Monitoring Stations Within the Calumet Watershed Pre and Post Construction of Thornton Composite Reservoir 15 Annual Chicago Precipitation Data During Pre- and Post-Construction 44 Monitoring G-1 Water Quality Data from Monthly, Wet-Weather, and Dry-Weather G-1 Sampling Events from Post-Construction Monitoring at Calumet Watershed Locations I-1 Dissolved Oxygen Concentration Measured Hourly at Chicago and I-1 Western Indiana Railroad in the Little Calumet River, February 28, 2017, Through March 7, 2017 I-2 Dissolved Oxygen Concentration Measured Hourly at Halsted Street in I-4 the Little Calumet River, February 28, 2017, Through March 7, 2017 I-3 Dissolved Oxygen Concentration Measured Hourly at Ashland Avenue I-7 in Little Calumet River South, February 28, 2017, Through March 7, 2017 I-4 Dissolved Oxygen Concentration Measured Hourly at Cicero Avenue in I-10 the Calumet-Sag Channel, February 28, 2017, Through March 7, 2017 I-5 Dissolved Oxygen Concentration Measured Hourly at Chicago and I-13 Western Indiana Railroad in the Little Calumet River, March 30, 2017, Through April 6, 2017 I-6 Dissolved Oxygen Concentration Measured Hourly at Halsted Street in I-16 the Little Calumet River, March 30, 2017, Through April 6, 2017 iv LIST OF TABLES (Continued) Table No. Page I-7 Dissolved Oxygen Concentration Measured Hourly at Ashland Avenue I-19 in Little Calumet River South, March 30, 2017, Through April 6, 2017 I-8 Dissolved Oxygen Concentration Measured Hourly at Cicero Avenue in I-22 the Calumet-Sag Channel, March 30, 2017, Through April 6, 2017 I-9 Dissolved Oxygen Concentration Measured Hourly at Route 83 in the I-25 Calumet-Sag Channel, March 30, 2017, Through April 6, 2017 v LIST OF FIGURES Figure No. Page 1 Map of Calumet Area Combined Sewer Overflow Outfalls and 3 Precipitation Gages 2 Ambient Water Quality and Continuous Dissolved Oxygen Monitoring 6 Stations for Calumet Tunnel and Reservoir Plan Post-Construction Monitoring 3 Dissolved Oxygen Concentration Measured Hourly at Ashland Avenue 40 in the Little Calumet River South, February 28, 2017, Through March 7, 2017 4 Dissolved Oxygen Concentration Measured Hourly at Ashland Avenue 41 in the Little Calumet River South, March 30, 2017, Through April 6, 2017 vi LIST OF ABBREVIATIONS Abbreviation Meaning 130th 130th Street in the Calumet River 170th 170th Street in Thorn Creek ANOVA analysis of variance Ashland Ashland Avenue in the Little Calumet River South AWQM Ambient Water Quality Monitoring BG billion gallons BOD5 five-day biochemical oxygen demand Burnham Burnham Avenue in the Grand Calumet River C&W Chicago and Western Indiana Railroad CAWS Chicago Area Waterway System CDOM continuous DO monitoring CFU colony-forming units Cicero Cicero Avenue in the Calumet-Sag Channel CRS Calumet River System CSC Calumet-Sag Channel CSO combined sewer overflow District Metropolitan Water Reclamation District of Greater Chicago DO dissolved oxygen FC fecal coliform GCR Grand Calumet River Halsted Halsted Street in the Little Calumet River IAC Illinois Administrative Code Indiana Indiana Avenue in the Little Calumet River L liter LCR Little Calumet River LCR-S Little Calumet River South log logarithm M&R Monitoring and Research MG million gallons mg milligrams mL milliliter NPDES National Pollutant Discharge Elimination System PCMP Post-Construction Monitoring Plan QA/QC quality assurance/quality control QAPP Quality Assurance Project Plan Route 83 Route 83 in the Calumet-Sag Channel SEPA Sidestream Elevated Pool Aeration SOPs standard operating procedures TAN total ammonia nitrogen TARP Tunnel and Reservoir Plan vii LIST OF ABBREVIATIONS (Continued) Abbreviation Meaning TCR Thornton Composite Reservoir TDS total dissolved solids TSS total suspended solids UMVUE uniformly minimum variance unbiased estimator USEPA United States Environmental Protection Agency Wentworth Wentworth Avenue in the Little Calumet River South WQS water quality standards WRP water reclamation plant viii ACKNOWLEDGMENTS The authors wish to acknowledge Robert Chmela, Ann Dangles, Janis Dickerson, Kara Gavin, George Gertos, John Lahori, Claudia Mroczkowski, Patricia Sandrik, Ashley Warren, and David Zintak for water sample collection and all of the Monitoring and Research department chemists and laboratory technicians that coordinated, processed, and analyzed all the water samples for this project. The authors would also like to thank Nick Kollias for the coordination of water sampling personnel and laboratory information management system support, and Dr. Albert Cox and Dr. Heng Zhang for reviewing this report. Special thanks are due to Ms. Laura Franklin for formatting this report and Dr. Zainul Abedin for the statistical analysis. DISCLAIMER Mention of proprietary equipment and chemicals in this report does not constitute endorsement by the Metropolitan Water Reclamation District of Greater
Recommended publications
  • Our Great Rivers Confidential Draft Draft
    greatriverschicago.com OUR GREAT RIVERS CONFIDENTIAL DRAFT DRAFT A vision for the Chicago, Calumet and Des Plaines rivers TABLE OF CONTENTS Acknowledgments 2 Our Great Rivers: A vision for the Chicago, Calumet and Des Plaines rivers Letter from Chicago Mayor Rahm Emanuel 4 A report of Great Rivers Chicago, a project of the City of Chicago, Metropolitan Planning Council, Friends of the Chicago River, Chicago Metropolitan Agency for Planning and Ross Barney Architects, through generous Letter from the Great Rivers Chicago team 5 support from ArcelorMittal, The Boeing Company, The Chicago Community Trust, The Richard H. Driehaus Foundation and The Joyce Foundation. Executive summary 6 Published August 2016. Printed in Chicago by Mission Press, Inc. The Vision 8 greatriverschicago.com Inviting 11 Productive 29 PARTNERS Living 45 Vision in action 61 CONFIDENTIAL Des Plaines 63 Ashland 65 Collateral Channel 67 Goose Island 69 FUNDERS Riverdale 71 DRAFT DRAFT Moving forward 72 Our Great Rivers 75 Glossary 76 ARCHITECTURAL CONSULTANT OUR GREAT RIVERS 1 ACKNOWLEDGMENTS ACKNOWLEDGMENTS This vision and action agenda for the Chicago, Calumet and Des Plaines rivers was produced by the Metropolitan Planning RESOURCE GROUP METROPOLITAN PLANNING Council (MPC), in close partnership with the City of Chicago Office of the Mayor, Friends of the Chicago River and Chicago COUNCIL STAFF Metropolitan Agency for Planning. Margaret Frisbie, Friends of the Chicago River Brad McConnell, Chicago Dept. of Planning and Co-Chair Development Josh Ellis, Director The Great Rivers Chicago Leadership Commission, more than 100 focus groups and an online survey that Friends of the Chicago River brought people to the Aaron Koch, City of Chicago Office of the Mayor Peter Mulvaney, West Monroe Partners appointed by Mayor Rahm Emanuel, and a Resource more than 3,800 people responded to.
    [Show full text]
  • Floods of October 1954 in the Chicago Area, Illinois and Indiana
    UNITED STATES DEPARTMENT OP THE INTERIOR GEOLOGICAL SURVEY FLOODS OF OCTOBER 1954 IN THE CHICAGO AREA ILLINOIS AND INDIANA By Warren S. Daniels and Malcolm D. Hale Prepared in cooperation with the STATES OF ILLINOIS AND INDIANA Open-file report Washington, D. C., 1955 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY FLOODS OF OCTOBER 1954 IN THE CHICAGO AREA ILLINOIS AND INDIANA By Warren S. Daniels and Malcolm D. Hale Prepared in cooperation with the STATES OF ILLINOIS AND INDIANA Open-file report Washington, D. C., 1955 PREFACE This preliminary report on the floods of October 1954 in the Chicago area of Illinois and Indiana was prepared by the Water Resources Division, C. G. Paulsen, chief, under the general direction of J. V. B. Wells, chief, Surface Water Branch. Basic records of discharge in the area covered by this report were collected in cooperation with the Illinois De­ partment of Public Works and Buildings, Division of Waterways; the Indiana Flood Control and Water Resources Commission; and the Indiana Department of Conservation, Division of Water Re­ sources. The records of discharge were collected and computed under the direction of J. H. Morgan, district engineer, Champaign, 111.; and D. M. Corbett, district engineer, Indi­ anapolis, Ind. The data were computed and te^t prepared by the authors in the district offices in Illinois and Indiana. The report was assembled by the staff of the Technical Stand­ ards Section in Washington, D. C., Tate Dalrymple, chief. li CONTENTS Page Introduction............................................. 1 General description of floods............................ 1 Location.............................................. 1 Little Calumet River basin...........................
    [Show full text]
  • Section 3.8 Little Calumet River Tributary Characteristics and Analysis
    Section 3.8 Little Calumet River Tributary Characteristics and Analysis 3.8 Little Calumet River The Little Calumet River subwatershed Table 3.8.1: Communities Draining to encompasses approximately 33 square Little Calumet River Subwatershed Within miles (27.66 in Cook County and 4.86 in Cook County Lake County, Indiana) within the Tributary Community northwestern portion of the Little Area (mi2) Calumet River watershed. Table 3.8.1 Blue Island 0.30 lists the communities that lie within the Calumet City 2.44 subwatershed and the associated Calumet Park <0.01 drainage area for each community Country Club Hills 0.02 contained within the subwatershed. Dixmoor 1.24 Dolton 2.40 Table 3.8.2 lists the land use breakdown by area within the Little Calumet River Harvey 4.35 subwatershed. Figure 3.8.1 provides an Lansing 4.35 overview of the tributary area of the Markham 2.26 subwatershed. Reported stormwater Midlothian 0.51 problem areas and proposed alternative Oak Forest 0.44 projects are also shown on the figure, and Phoenix 0.44 are discussed in the following Posen 0.17 subsections. Riverdale 1.95 South Holland 4.20 Within the Little Calumet River Unincorporated Cook County/ 2.59 subwatershed, a total of 13.8 stream miles Forest Preserve were studied among two tributaries, the Little Calumet River main stem and an Unnamed Tributary to the Little Calumet River. The remaining tributaries to the Little Calumet River were studied as separate subwatersheds (See Sections 3.1 through 3.7). Little Calumet River (LCRW) – Table 3.8.2: Land Use Distribution for The Little Calumet River Little Calumet River Subwatershed Within Cook County originates in Indiana near Hart Ditch (Plum Creek) at a flow Land Use Acres % divide, which varies in location Commercial/Industrial 2,466 13.9 depending on flow conditions and Forest/Open Land 4,279 24.1 precipitation distribution across Institutional 1,023 5.8 the watershed.
    [Show full text]
  • Proceedings of the Indiana Academy of Science
    Tolleston and Post-Tolleston Beaches and Bars in Lake County, Indiana C. L. Bieber, DePauw University The history of glacial Lake Chicago has been set forth, modified, and reviewed by various authors. The purpose of this paper is to describe and interpret beach and bar deposits of Tolleston and post- Tolleston age in Lake County. 1 Late in Pleistocene history, stabilization of levels of Lake Chicago at about 20 feet above present lake levels formed a beach line that passes one-half mile south of Tolleston, an early settlement near Tenth Avenue and Garfield Street in Gary. The Tolleston beach, where not obscured by dunes, is represented by a series of sand ridges parallel to the lake shore at the time of deposition. The lake must have stood near the 600 foot level for a long period, as these sand ridges stand about 20 feet higher than the surrounding plain. This type of beach development is in strong contrast to the Calumet beach, which lies to the south and consists of a single main ridge except for the embayment in the Griffith area. In late Tolleston time the Straits of Makinac cleared of ice and allowed drainage to the east, probably through the Port Huron outlet, which is in glacial till. The lake levels gradually lowered as the outlet eroded forming low parallel beachlines and bars on the level plain in northern Lake County. Earth movements in post-Pleistocene time along with temporary halts in the erosion of the outlet, have complicated the problem of interpreting the history by a study of the ancient shore lines.
    [Show full text]
  • Grand Calumet River Area of Concern
    Great Lakes Areas of Concern (AoCs): Grand Calumet River| Great Lakes | US EPA Great Lakes Area of Concerns Share Recent Additions | Contact Us Search: All EPA This Area You are here: EPA Home Great Lakes > Areas of Concern (AOCs): Grand Calumet River Great Lakes Home Grand Calumet River Area of Concern Basic Information Interagency Task Force Interested Parties US Agencies States Canada Background Tribal Nations Beneficial Use Impairments Others Delisting Targets Federal Programs RAP Development and Status Significant RAP Milestones Legacy Act RAP Implementation Grand Calumet River AOC Boundary Map Policies & RAP-Related Publications (PDF 91kb, 1 page) Strategies Community Involvement (click on map to view in separate window) Partners and Stakeholders Grand Calumet River Shape File Monitoring & Contacts Indicators Ecosystems NOTE: Most links on this You will need Adobe Acrobat Reader, available as Toxics Reduction & page are pointers to other a free download, to view some of the files on this Pollution hosts and locations in the page. See EPA's PDF page to learn more about Prevention Internet. This information is PDF, and for a link to the free Acrobat Reader. Funding provided as a service; however the U.S. Environmental Protection Agency does not endorse, approve or otherwise support these sites. Background The Grand Calumet River, originating in the east end of Gary, Indiana, flows 13 miles (21 km) through the heavily industrialized cities of Gary, East Chicago, and Hammond. The majority of the river's flow drains into Lake Michigan via the Indiana Harbor and Ship Canal, sending about one billion gallons of water into the lake per day.
    [Show full text]
  • Fish Surveys in the Lake Michigan Basin 1996-2006: Chicago and Calumet River Sub-Basins
    Region Watershed Program 5931 Fox River Drive Plano, Illinois 60548 Fish Surveys in the Lake Michigan Basin 1996-2006: Chicago and Calumet River Sub-basins Stephen M. Pescitelli and Robert C. Rung August 2009 Summary For all 16 stations sampled in 2006 we collected 1,995 fish, representing 35 species from 11 families. No threatened or endangered species were encountered. Four non- native species were present, including common carp, goldfish, white perch, and round goby. No Asian carp were collected or observed. The number of species and relative abundance was very similar for the 9 stations collected in both 2001 and 2006. Only 3 stations were sampled in 1996, yielding 17 species and 158 individuals. None of the stations sampled in 1996 were included in the subsequent surveys due to access problems, however, species compositions for 1996 were similar to the 2001 and 2006 studies. Stream quality was relatively low for all Chicago River sub-basin stations. North Shore Channel (HCCA-02) had the highest IBI score; 22 on a scale of 0-60. The lowest score was found on the West Fork of the North Branch (HCCB-13), where only 4 native species were collected, resulting in an IBI of 9. Three stations were sampled in the Chicago River sub-basin in both 2001 and 2006 surveys, and showed very similar IBI scores in both years with differences in IBI of 4 points or less. The one station sampled in 1996 on the North Branch was at Touhy Avenue and had an IBI of 14. Stream quality ratings were also low for the Calumet River sub-basin.
    [Show full text]
  • Lake Calumet and Calumet River Area
    Illinois Coastal Management Program 2011 This Issue Paper contains opinions that may or may not be the policy of the IDNR. Illinois Coastal Management Program Issue Paper Lake Calumet and Calumet River Area A. General Description The Lake Calumet and Calumet River area is highly urbanized. The economy was once completely dominated by manufacturing, particularly the steel industry. The large production mills are now gone, totally demolished and sitting idle as ―brownfields.‖ However, some steel-related and other heavy industries remain in the area. They transfer coal, lime, slag and other products to and from the Local and Indiana mills. Large industrial structures still line the 8-mile length of the Calumet River, from its mouth on Lake Michigan to Lake Calumet. Historic, beautifully designed steel bridges cross over the river at several points. Working class neighborhoods surround the lake and the river. They include South Chicago, South Deering, East Side, Pullman, and Hegewisch. Together these five neighborhoods hold nearly 100,000 people. Other nearby neighborhoods include West Pullman, Roseland, Calumet Park and Riverdale. The Calumet area contains very important natural areas. Remnant prairie and wetland systems exist throughout the area on public and private lands. Some are recognized statewide for their high levels of native plant and animal species. Many are recognized by the state as Illinois Natural Area Inventory Sites. This unique mixture of industrial and natural lands gives the Calumet region a remarkable landscape. It is a landscape of extremes, of remarkably valuable habitats amidst vast fields of industry. It offers enormous potential for community revitalization in a post-industrial era.
    [Show full text]
  • OSL Dating of the Tolleston Beach at Indiana Dunes National Lakeshore and Its Implications for Interpreting the Archaeological R
    University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Dissertations & Theses in Earth and Atmospheric Earth and Atmospheric Sciences, Department of Sciences 10-2018 OSL Dating of the Tolleston Beach at Indiana Dunes National Lakeshore and its Implications for Interpreting the Archaeological Record Malgorzata Mahoney University of Nebraska-Lincoln, [email protected] Follow this and additional works at: http://digitalcommons.unl.edu/geoscidiss Part of the Earth Sciences Commons Mahoney, Malgorzata, "OSL Dating of the Tolleston Beach at Indiana Dunes National Lakeshore and its Implications for Interpreting the Archaeological Record" (2018). Dissertations & Theses in Earth and Atmospheric Sciences. 111. http://digitalcommons.unl.edu/geoscidiss/111 This Article is brought to you for free and open access by the Earth and Atmospheric Sciences, Department of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Dissertations & Theses in Earth and Atmospheric Sciences by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. OSL Dating of the Tolleston Beach at Indiana Dunes National Lakeshore and its Implications for Interpreting the Archaeological Record by Malgorzata Mahoney A THESIS Presented to the Faculty of The Graduate College at the University of Nebraska In Partial Fulfillment of Requirements For the Degree of Master of Science Major: Earth and Atmospheric Sciences Under the Supervision of Professors David B. Loope and Paul R. Hanson Lincoln, Nebraska
    [Show full text]
  • Public Comments/Questions Summary Report Grand Calumet River and Indiana Harbor Canal December 2015
    Public Comments/Questions Summary Report Grand Calumet River and Indiana Harbor Canal December 2015 East Chicago Waterway Management District East Chicago, Indiana In Partnership with the U.S. Environmental Protection Agency Great Lakes National Program Oce Chicago, Illinois East Chicago Waterway Management District/U.S. EPA Public Meeting June 25, 2015 The East Chicago Waterway Management District, with the U.S. Environmental Protection Agency Great Lakes National Program Office held a public meeting on June 25, 2015 at the East Chicago Public Library. The purpose of the meeting was to provide attendees with an overview of site activities and an explanation of the preferred cleanup alternatives proposed for the project. Twenty- two attendees consisting of residents and state and local agency representatives from the ECWMD, U.S. EPA, U.S. Fish and Wildlife Services, Indiana Department of Natural Resources, and ECWMD/U.S. EPA’s contractor Tetra Tech were at the meeting. Fernando Trevińo, ECWMD, welcomed attendees and introduced other ECWMD board members in attendance; Diana Mally, U.S. EPA Project Manager; and Jim Wescott, Tetra Tech Project Manager. Diana Mally, U.S. EPA GLNPO, discussed the past project work done on the Grand Calumet River. 1 Attendees listen as Jim Wescott, Tetra Tech Project Manager, gives an explanation of the preferred cleanup options. Below is a list of questions and comments made during the meeting. Q. What is the capping material made of? A. It is made of aggregate with a mixture of clay and/or activated carbon to absorb contaminants. Q. Were there practical experiments performed on the cap design? A.
    [Show full text]
  • Physical Features of the Des Plaines Valley
    LIBRARY Digitized by the Internet Archive in 2012 with funding from University of Illinois Urbana-Champaign http://archive.org/details/physicalfeatures11gold ILLINOIS STATE GEOLOGICAL SURVEY. BULLETIN No. 11 Physical Features of the Des Plaines Valley BY James Walter Goldthwait Urbana University of Illinois 1909 SPRINGFIELD, ILL., Illinois State Journal Co., State Printers 1909 STATE GEOLOGICAL COMMISSION. Governor C. S. Deneen, Chairman. Professor T. C. Chamberlin, Vice-Chairman. President Edmund J. James, Secretary. H. Foster Bain, Director. P. D. Salisbury, Consulting Geologist, in charge of the preparation of Educational Bulletins. TABLE OF CONTENTS. Page. List of illustrations vii Letter of transmittal . ix Chapter I. Geography and history of the Des Plaines river 1 Introduction 1 The Des Plaines basin 3 History of the Chicago portage and the canals C> Chapter II. The structure of the bed rock 10 Deposition of Paleozoic sediments ]0 Nature and age of the rocks 10 The Cambrian period 11 The Ordovician period 12 The Silurian period , 14 The Devonian period 17 The close of sedimentation 19 Warping, iointing, and faulting of the rocks 19 Folds 19 Joints 20 Faults 21 Chapter III. The concealed surface of the bed rock 23 Significance of the buried topography 23 Pre-glacial denudation 2+ Deductions from the driftless area 24 The pre-glacial topography 24 The development of underground drainage 25 Glaciation 26 The glacial period 26 The smoothing and striating of the rock surface 29 The burial of the rock surface with drift SO The buried topography 31 Chapter IV. The glacial and interglacial deposits 33 The distribution and surface form of the drift 33 Thickness of the drift 34 Complexity of the drift 35 The two kinds of drift 35 The ice-laid drift or till 36 The stratified drift 38 The Joliet conglomerate 42 Chapter V.
    [Show full text]
  • Summary of Technical Evaluations
    Summary of Technical Evaluations Prepared for: CAWS Advisory Committee Chicago, IL November 2015 Prepared by: In Association with: Summary of Technical Evaluations | Table of Contents CAWS Advisory Committee TABLE OF CONTENTS 1.0 BACKGROUND AND OBJECTIVES __________________________________ 1 2.0 ANS CONTROL MEASURES _______________________________________ 4 2.1 Dispersal and ANS of Concern __________________________________________________ 4 2.2 Control Measure Risk Reduction Screening _______________________________________ 6 2.3 Control Measure Secondary Screening __________________________________________ 11 2.4 Control Measure Combinations _________________________________________________ 16 2.5 Enhanced Combination Analysis by Species _____________________________________ 22 2.6 Comparison of Long Term Scenarios ____________________________________________ 26 2.7 Summary ___________________________________________________________________ 32 2.8 Next Steps __________________________________________________________________ 35 2.9 References __________________________________________________________________ 37 3.0 COMMERCIAL CARGO NAVIGATION _______________________________ 39 3.1 Background of CAWS Commercial Cargo Navigation ______________________________ 39 3.1.1 Waterway Infrastructure and Identified Capital Needs _______________________________ 41 3.1.2 Maritime Transportation Operation Considerations _________________________________ 46 3.1.3 Transportation Usage, Commodities and Industries _________________________________ 49
    [Show full text]
  • Floods of October 1954 in the Chicago Area Illinois and Indiana
    Floods of October 1954 in the Chicago Area Illinois and Indiana By WARREN S. DANIELS and MALCOLM D. HALE FLOODS OF 1954 GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1370-B Prepared in cooperation with the States of Illinois and Indiana UNITED STATES GOVE'RNMENT PRINTING OFFICE, WASHINGTON : 1958 UNITED STATES DEPARTMENT OF THE INTERIOR FRED A. SEATON, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington 25, D. C. - Price 35 cents PREFACE This report on the floods of October 1954 in the Chicago area, Illinois and Indiana, was prepared by the U. S. Geological Survey, Water Resources Division, C. G. Paulsen, chief, under the general direction of J. V. B. Wells, chief, Surface Water Branch. Basic records of stage and discharge were collected in cooper­ ation with the following agencies: Illinois Department of Public Works and Buildings, Division of Waterways; Illinois Department of Registration and Education, Water Survey Division; Department of Highways, Cook County, Ill. Indiana Flood Control and Water Resources Commission; and Indiana Department of Conservation, Division of Water Resources. The flood profile data were furnished by the Illinois Division of Waterways and by the Corps of Engineers. The records of stage and discharge were collected and computed under the direction of J. H. Morgan, district engineer. Champaign, Ill .• and D. M. Corbett. district engineer. Indianapolis. Ind. The Illinois part of the report was prepared by W. S. Daniels. the Indiana part by M.D. Hale. each being assisted by personnel in his respective district. The short section on flood frequency was pre­ pared by the special studies unit of the Champaign district.
    [Show full text]