Appendices 1 to 7
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
The Battle Over the Canal: the Dispute Between Sister Cities That Shaped the Future of the Twin Ports”
Hamline University DigitalCommons@Hamline Departmental Honors Projects College of Liberal Arts Spring 2019 The aB ttle Over the Canal: The Dispute Between Sister Cities that Shaped the Future of the Twin Ports Parker Bertel Follow this and additional works at: https://digitalcommons.hamline.edu/dhp Part of the United States History Commons Recommended Citation Bertel, Parker, "The aB ttle Over the Canal: The Dispute Between Sister Cities that Shaped the Future of the Twin Ports" (2019). Departmental Honors Projects. 83. https://digitalcommons.hamline.edu/dhp/83 This Honors Project is brought to you for free and open access by the College of Liberal Arts at DigitalCommons@Hamline. It has been accepted for inclusion in Departmental Honors Projects by an authorized administrator of DigitalCommons@Hamline. For more information, please contact [email protected], [email protected], [email protected]. “The Battle Over the Canal: The Dispute Between Sister Cities that Shaped the Future of the Twin Ports” Charles Parker Bertel An Honors Thesis Submitted for partial fulfillment of the requirements for graduation with honors in History from Hamline University 1 Zenith City of the Unsalted Seas At the turn of the 20th century, Duluth in Minnesota was a nexus of industry, shipping, and development. In the early 1900s, it was home to the highest per capita population of millionaires in the U.S: it was the playground of American titans of industry. Jay Cooke and other investors saw the city as instrumental to their wealth. Duluth was a rising star, some even believed that it would soon eclipse Chicago as the largest city in the American Midwest. -
Duluth Ship Canal North End of Minnesota Point at Canal Park
T Duluth Ship Canal HAER No. -MN-10 North End of Minnesota Point at Canal Park Duluth St. Louis County Minnesota PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA ^*coc£c> <>«« op'MEASURED DRAWING Historic American Engineering Record National Park Service Rocky Mountain Regional Office Department of the Interior P. 0. Box 25287 Denver, Colorado 80225 HtfER HISTORIC AMERICAN ENGINEERING RECORD Ik ^ DULUTH SHIP CANAL HAER No. MN-10 I. INTRODUCTION Location: Northernmost entry from Lake Superior to the Duluth- Superior Harbor, Duluth, Minnesota Date of Construction: 1899-1902 (rehabilitated 1985-1987) Present Owner: U.S. Army Corps of Engineers Detroit District P.O. Box 1027 Detroit, Michigan 48231-1027 Present Use: Channel from Lake Superior into the Duluth-Superior Harbor Significance: The Duluth Ship Canal still functions as was originally authorized, which was to provide a safe and navigable channel from Lake Superior into the Duluth-Superior Harbor. This channel provides a vital link for the commer- cial and industrial shipping of the region. Related Project: Duluth Aerial Lift Bridge HAER No. MN-44 Historian and Date: U.S. Army Corps of Engineers, Detroit District, April 1990 C. Stephan Demeter, Commonwealth Cultural Resources Group, Inc., September 1993 Duluth Ship Canal HAER No. MN-10 Page 2 H. HISTORY The opening of Lake Superior to direct ship traffic with the lower Great Lakes was accomplished with the completion of the Saint Mary's River Ship Canal at Sault Ste. Marie in 1855. At this same time, town plats for the Upper and Lower Duluth communities were being drawn up on grounds (i.e., Minnesota Point) that had been ceded by the local Ojibwa/Chippewa only the previous year through the Treaty of LaPoint.1 The growth of the Duluth-Superior region was, in fact, tied with this development and, over the next half century, it proved to be a major beneficiary.2 The naturally sheltered bay formed by Minnesota Point at the mouth of the St. -
Historic Reconstruction of Property Ownership and Land Uses Along the Lower St
Historic Reconstruction of Property Ownership and Land Uses along the Lower St. Louis River Debra K. Kellner, Historical Consultant Text and Database Tony Kroska, Community GIS, Inc. GIS, Maps and CDs Karen Plass, St. Louis River CAC Coordination and Editing Published by: St. Louis River Citizens Action Committee 394 S. Lake Ave., Suite 303B Duluth, MN 55802 218-733-9520 [email protected] StLouisRiver.org October 1999 Second Printing (with minor corrections) January 2000 Funded by: Minnesota Pollution Control Agency, under Grant Contract Requisition Number RQ R32 3170 0000 127-01, with support from the U.S. Environmental Protection Agency TABLE OF CONTENTS ITEM PAGE NO. Acknowledgements........................................................................................1 Notes on Database, Maps and Report ..........................................................1 Preface ..........................................................................................................2 Introduction....................................................................................................2 Background....................................................................................................3 Historical Overview ........................................................................................4 Industry Type: Bridges................................................................................................6 Lumber................................................................................................6 -
Coastal Hazards
Section 5: Coastal Hazards COASTAL HAZARDS Location The City of Superior lies at the westernmost tip of Lake Superior, bordered by St. Louis Bay to the northwest, Superior Bay to the northeast, Allouez Bay to the southeast and the St. Louis River estuary in the southwest. The City is sheltered from Lake Superior by Minnesota and Wisconsin Points, natural sand bars spanning over nine (9) miles, separating Lake Superior from the bays and the City. The Superior Entry is a 500-foot open water channel between Wisconsin and Minnesota points used by recreational boating and shipping traffic accessing Superior Bay. Hazard Profile Coastal hazards affecting the City of Superior include high and low lake levels, storm surges, seiche events, wave run-up, wave set-up and coastal flooding as a result of one or more of the above. Several factors can contribute to coastal flood risk. Susceptibility is influenced by shore topography, landmasses, water depth and direction of event. The rivers and bays associated with the City are influenced by lake level fluctuations, storm surges and wave and seiche energy. The red clay soils and sandy shorelines are prone to erosion as direct and indirect effects of coastal water hazards. Despite potentially high wave and seiche energies from Lake Superior, the City of Superior remains relatively sheltered from disturbance due to the natural barrier of Minnesota and Wisconsin points. Wave and seiche events affecting the City tend not to pose a significant threat to life and property contained within the harbor. The City is a prime target for the natural phenomenon of “lake effect” snowstorms. -
1 CHAPTER 26. HARBORS, DOCKS and BRIDGES.1 Article I. City
CHAPTER 26. HARBORS, DOCKS AND BRIDGES.1 Article I. City Harbor. Division 1. Generally. § 26-1. Definitions. § 26-2. Dock line--established. § 26-3. Same-Projection of materials prohibited. § 26-4. Public docks--private docks may be made public. § 26-5. Same--Landing of vessels. § 26-6. Same--Freight on docks; charges for storage. § 26-7. Pollution of harbor--prohibited generally. § 26-8. Same--Waste from distilleries, tanneries, etc., prohibited. § 26-9. Permit required for excavations, etc.; exception. § 26-10. Speed regulations--in Duluth ship canal. § 26-11. Same--Vessels 500 tons or over in Superior Bay, St. Louis Bay, etc. § 26-12. Injury or destruction of steps on Duluth ship canal prohibited. § 26-12.1. Rat guards to be put on lines leading to docks or wharfs. § 26-12.2. Splash boards to be installed on waste lines. § 26-12.3. Duty of master, etc., of vessel to comply with sections 26-12.1 and 26-12.2. Division 2. Harbor master. §§ 26-13 to 26-19. Repealed. Article II. Aerial Lift Bridge. § 26.20. Applicability of article. § 26-21. Posting of certain rules and regulations in control room. § 26-22. Light and sound signals to operate together; "blast" applicable to light and sound signals. § 26-23. Length of blast. § 26-24. Approach signal--how given. § 26-25. Same--When required--vessels approaching from lake. § 26-26. Same--same--Vessels approaching from harbor. § 26-27. Return signal. § 26-28. Danger signal--when required. § 28-29. Same--How given. § 26-30. Same--May be given prior to approach signal from ship. -
TABLE of CONTENTS Prologue ...I
TABLE OF CONTENTS Prologue . i Executive Summary . ii Acknowledgements . xii I. Introduction . I-1 A. Background . I-1 B. Purpose . I-4 II. Process Overview and Organizational Structure . II-1 A. Process Overview . II-1 B. Organizational Structure . II-1 C. Remedial Action Plan Goals . II-4 III. Environmental Setting . III-1 A. Introduction . III-1 B. Bedrock Geology . III-4 C. Glacial History . III-6 D. Hydrologic Characteristics . III-7 E. Development of an Area of Concern . III-10 F. The Cumulative Residue . III-16 G. History of Investigations, Management Needs, and Actions . III-17 IV. Description of the Problems . IV-1 A. Impaired Uses, Causes of Impaired Uses . IV-1 B. Fish Consumption Advisories . IV-2 1. Tissue Contamination . IV-3 2. Consumption Advisories . IV-4 C. Wildlife Consumption Advisories . IV-11 D. Fish and Wildlife Tainting . IV-12 E. Degraded Fish and Wildlife Populations . IV-14 1. Fish Populations . IV-15 2. Current Status . IV-22 3. Wildlife Populations . IV-23 F. Fish Tumors and Deformities . IV-25 G. Bird or Animal Deformities or Reproductive Problems . IV-26 H. Degradation of Benthos . IV-29 1. Sampling in 1970’s . IV-29 2. Sampling in 1980’s . IV-30 3. Recent Bioassays . IV-32 TABLE OF CONTENTS - continued I. Restrictions on Dredging . IV-35 1. The Significance of Sediments . IV-35 2. Evaluation of Ecosystem Effects . IV-35 3. Sediment Evaluation for the St. Louis River . IV-36 4. Management of Dredged Materials . IV-51 J. Eutrophication/Nutrient/Sediment Loading . IV-53 1. Background on the Process of Eutrophication . -
University of Wisconsin-Extension GEOLOGICAL and NATURAL
University of Wisconsin-Extension GEOLOGICAL AND NATURAL HISTORY SURVEY 3817 Mineral Point Road Madison, Wisconsin 53705 M.E. Ostrom, State Geologist and Director THE GEOLOGICAL ENVIRONMENT OF THE SUPERIOR AREA, DOUGLAS COUNTY, WISCONSIN by J.T. Mengel Open-File Report 73-8 119 p. + 4 plates This report represents work performed by the Geological and Natural History Survey, and is released to the open files in the interest of making the information more readily available. This report has not been edited or reviewed for conformity with Geological and Natural History Survey standards and nomenclature. 1973 ( University of Wisconsin-Extension I AtJi> t-J A TUJ2.4/... ~ J ! TO IC, t' WlSeONS:1fl GEOLOGICAL1SURVEY \'YI t-~ '*' 6 0 l-ho-..-., <;; t-4t. (. •• 1. Jr Jl. ~ t> i ....~t.. .... .. .. THE GEOLOGICAL. ENVIRONMENT of the SUPERIOR AREA, DOUGLAS COUNTY, WISCONSIN ( by Joseph T. Mengel Prepared in cooperation with the Department of Geology University of Wisconsin-Superior 1973 } i Ie TABLE OF CONTENTS PAGE NO. Section 1. INTRODUCTION •....••.•.••.••.•..•••••••..••••. t 1.1 Purpose of Investigation •••••.••••••••••.•••• I 1.2 location of SuperiorA,~ct •••••.•••••••••••••• '2. 1.3 C1 imate .......................................................................... .. t.f 1.4 History of Development ........•..•••••••.•.•• S" 1.5 Previous Investigations ..•••••.••.•.•..••••.. 7 .- 1.6 Well and Locality Numbering System ••••••••••• g 1.7 Ack'nowl edgements ........................ -................................. Cf Section 2. SUBSURFACE GEOLOGy •.••••••••.••••.••••.•.•••• II 2.1 General Stratigraphic Succession ••••••.•••••• II ( 2.2 Consolidated Rocks of Precambrian Age •••••••• I~ 2.2.1 Thompson Formation (Middle Precambrian) ••.•••. IS 2.2.2 North Shore Volcanic Group (Late Precambrian). IS 2.2.3 Duluth Complex (L.ate Pr~cambrian) ••••..••••••• It.. 2.2.4 Bayfield Group (L.ate Precambrian) ............ -
Great Lakes Navigation and Navigational Aids Historical Context Study
Great Lakes Navigation and Navigational Aids Historical Context Study By Theodore J. Karamanski prepared for the National Park Service United States Department of the Interior 2017 1 2 Contents 5 List of Figures & Illustrations 7 Introduction 11 Wilderness Waters 21 A Market Revolution on the Lakes 49 The Era of Bad Feelings,1839–1860 83 Lighting the Way Forward,1860–1880 113 Era of Expansion, 1880-1910 149 Heartland Arsenal: The Inland Seas in War and Peace, 1910-1945 179 May Their Lights Continue to Shine, 1946-2000 205 National Landmark Status and Great Lakes Aids to Navigation 215 Recommended Great Lakes National Historic Landmarks 263 Acknowledgements 3 4 List of Figures & Illustrations 27 Figure 1. The wreck of the steamer Walk-in-the-Water with the poorly sited Buffalo Lighthouse in the background. 29 Figure 2. Chicago Harbor Lighthouse adjacent to Fort Dearborn. 31 Figure 3. Stephen Pleasonton Fifth Auditor of the United States and head of U.S. Lighthouse Administration, 1820-1851 37 Figure 4. The Erie Canal at Lockport, NY. Engraving made from 1839 painting by W.H. Bartlett. 42 Figure 5. Erie, Pa. Harbor before improvement. 45 Figure 6. Early attempts to force a harbor entrance through the sand bar at Chicago. 52 Figure 7. Eber Brock Ward. Ship Captain, ship builder, industrialist. 54 Figure 8. Sault Ste. Marie Canal. 56 Figure 9. The schooner Hattie Hutt, built in Saugatuck, Mich., 1873, wrecked 1929. 58 Figure 10. A Great Lakes propeller steamer, the United Empire. 61 Figure 11. The wreck of the steamer Lady Elgin, 1860. -
U.S. Coast Guard Historian's Office
U.S. Coast Guard Historian’s Office Preserving Our History For Future Generations Historic Light Station Information MINNESOTA DULUTH HARBOR NORTH PIER LIGHT Location: Entrance to Duluth Shipping Canal, Lake Superior Historic Tower: Date Built: 1909-1910 Year Light First Lit: 1910 Operational? Yes. Active aid to navigation Automated? Yes Foundation Materials: Concrete Breakwater Construction Materials: Steel and Cast Iron Tower Shape: Cylindrical Markings/Pattern: White tower with black lantern and base Original lens: Fifth Order Fresnel Owner: U. S. Coast Guard Historical Information: Light is on a concrete pier at the North Breakwater pier of the Duluth Shipping Canal. Lake Carrier’s Association constructed a temporary light in 1908. The tower is 36 feet tall from the base to the ventilator ball. The tower is 10.5 feet in diameter at the base and 8 feet at the gallery. The Fifth Order Fresnel lens was manufactured by Henry LePaute of Paris. The lens illuminated by an incandescent electric lamp. Light equipped with an electromechanical flashing mechanism with a repeating four second cycle of two seconds of light and two seconds of dark. Light has a focal plane of 46 feet with an eleven mile range under clear conditions. Keepers: Alexander Shaw (1908-1910), Charles Lederle (1910-1915), Edwin Bishop (1915-1928), John Woods (1928-1940). Researched and written by Ed Shaw, a volunteer through the Chesapeake Chapter of the U.S. Lighthouse Society. Page 1 of 6 U.S. Coast Guard Historian’s Office Preserving Our History For Future Generations