Vanishing Lake Michigan Sand Dunes: Threats from Mining
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100 Years of Michigan State Parks
1 ourmidland.com 2 Page 2 | Week of May 6 -11, 2019 Which state park was Michigan’s first? As the DNR celebrates the 100th anniversary of Michigan state parks system, a natural question arises – what was Michigan’s first state park? Well, the answer depends on how you interpret the question and isn’t simple. The 2019 state parks centennial celebration is centered around the formation of the Michigan State Park Commission by the state Legislature on May 12, 1919. The commission was given responsibility for overseeing, acquiring and maintaining public lands and establishing Michigan’s state parks system. One of the state’s earliest purchases was the site of Interlochen State Park in 1917. Although the land was purchased prior to 1919, Interlochen was the first public park to be transferred to the Michigan State Park Commission in 1920 and is considered Michigan’s first state park. However, many consider Mackinac Island as Michigan’s first state park, which is also true. Approximately 25 years before legislation estab- lished the state park commission, the federal government gifted the Mackinac Island property it owned to the state in 1895. The island was designat- ed as Michigan’s first state park under the Mackinac State Park Commission. Because Mackinac Island is operated under the Mackinac State Park Commission and was not placed under the Michigan State Park Commission, there is more than one answer to the “first state park” question. Interlochen State Park The Michigan Legislature paid $60,000 for the land that became Interlochen State Park, located southwest of Traverse City, in 1917. -
VGP) Version 2/5/2009
Vessel General Permit (VGP) Version 2/5/2009 United States Environmental Protection Agency (EPA) National Pollutant Discharge Elimination System (NPDES) VESSEL GENERAL PERMIT FOR DISCHARGES INCIDENTAL TO THE NORMAL OPERATION OF VESSELS (VGP) AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of the Clean Water Act (CWA), as amended (33 U.S.C. 1251 et seq.), any owner or operator of a vessel being operated in a capacity as a means of transportation who: • Is eligible for permit coverage under Part 1.2; • If required by Part 1.5.1, submits a complete and accurate Notice of Intent (NOI) is authorized to discharge in accordance with the requirements of this permit. General effluent limits for all eligible vessels are given in Part 2. Further vessel class or type specific requirements are given in Part 5 for select vessels and apply in addition to any general effluent limits in Part 2. Specific requirements that apply in individual States and Indian Country Lands are found in Part 6. Definitions of permit-specific terms used in this permit are provided in Appendix A. This permit becomes effective on December 19, 2008 for all jurisdictions except Alaska and Hawaii. This permit and the authorization to discharge expire at midnight, December 19, 2013 i Vessel General Permit (VGP) Version 2/5/2009 Signed and issued this 18th day of December, 2008 William K. Honker, Acting Director Robert W. Varney, Water Quality Protection Division, EPA Region Regional Administrator, EPA Region 1 6 Signed and issued this 18th day of December, 2008 Signed and issued this 18th day of December, Barbara A. -
Supporting Analysis
APPENDIX A Supporting Analysis Table of Contents A.1 PARK SETTING ................................................................................................................................................ 2 A.2 DEMOGRAPHICS ............................................................................................................................................ 4 A.3 HISTORY OF THE LUDINGTON AREA ........................................................................................................... 6 A.4 HISTORY OF LUDINGTON STATE PARK ....................................................................................................... 7 A.5 LAND OWNERSHIP AND ACQUISITIONS ................................................................................................... 10 A.6 RELATIONSHIP TO OTHER RECREATION RESOURCES ............................................................................. 13 A.7 LEGAL MANDATES ........................................................................................................................................ 19 A.8 NATURAL SYSTEMS AND NATURAL RESOURCES ..................................................................................... 23 A.9 CULTURAL RESOURCES ............................................................................................................................... 27 A.10 EDUCATION AND INTERPRETATION ......................................................................................................... 30 A.11 RECREATION RESOURCES ......................................................................................................................... -
Sand Dunes Computer Animations and Paper Models by Tau Rho Alpha*, John P
Go Home U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Sand Dunes Computer animations and paper models By Tau Rho Alpha*, John P. Galloway*, and Scott W. Starratt* Open-file Report 98-131-A - This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this program has been used by the U.S. Geological Survey, no warranty, expressed or implied, is made by the USGS as to the accuracy and functioning of the program and related program material, nor shall the fact of distribution constitute any such warranty, and no responsibility is assumed by the USGS in connection therewith. * U.S. Geological Survey Menlo Park, CA 94025 Comments encouraged tralpha @ omega? .wr.usgs .gov [email protected] [email protected] (gobackward) <j (goforward) Description of Report This report illustrates, through computer animations and paper models, why sand dunes can develop different forms. By studying the animations and the paper models, students will better understand the evolution of sand dunes, Included in the paper and diskette versions of this report are templates for making a paper models, instructions for there assembly, and a discussion of development of different forms of sand dunes. In addition, the diskette version includes animations of how different sand dunes develop. Many people provided help and encouragement in the development of this HyperCard stack, particularly David M. Rubin, Maura Hogan and Sue Priest. -
Northwest Region Michigan
Northwest Region Michigan Michigan’s Northwest Region offers a rich blend of adventure, relaxation and breathtaking natural attractions, making it a must for your travel bucket list. Don’t miss “The Most Beautiful Place in America,” also known as Sleeping Bear Sand Dunes National Lakeshore. In addition to epic sand dunes, the park features forests, historical sites and ancient glacial phenomena. A drive along M-22 will prove though that this is no diamond in the rough – Lake Michigan and the countless inland lakes in the region offer a chance to experience a Lake Effect like no other. CAMPGROUND LOCATIONS: 1. Wilderness State Park Campground Why We Love This Campground: Wilderness State Park offers visitors a variety of year-round recreational activities within its over 10,000 acres. Wilderness areas and 26 miles of beautiful Lake Michigan shoreline provide great places to observe nature from the numerous trails throughout the park. Max RV Length: 45' # Of Sites: 250 Fee: $22-$45 Address: 903 Wilderness Park Dr. Carp Lake MI Contact: (231) 436-5381 2. Petoskey State Park Campground Why We Love This Campground: The Oden Fish Hatchery is a short drive from the park and one of the most advanced facilities of its kind. For anyone interested in how brook and brown trout are raised, this is the premier destination. Max RV Length: 40' # Of Sites: 180 Fee: $31-$37 Address: 2475 M-119 Hwy. Petoskey MI Contact: (231) 347-2311 3. Young State Park Campground Why We Love This Campground: Young State Park on beautiful Lake Charlevoix spans over 560 acres and is a mix of gently rolling terrain, lowlands and cedar swamp. -
Environmental Assessment Rudyard
Environmental Assessment Rudyard United States Department of Agriculture Forest Service Eastern Region Hiawatha National Forest June 2013 Responsible Official: Stevan Christiansen W1900 West US 2 St. Ignace, MI 49781 (906) 643-7900 ext. 113 (906) 643-7611 (TDD) (906) 643-8759 (Fax) [email protected] Additional Information: Brad Cooper W1900 West US 2 St. Ignace, MI 49781 (906) 643-7900 ext. 111 (906) 643-7611 (TDD) (906) 643-8759 (Fax) i Cover picture: Rudyard vicinity map. The Rudyard Project Area is approximately 34,000 acres and is located on the Eastside of the Hiawatha National Forest in Mackinac and Chippewa Counties, Michigan. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, sex, religion, age, disability, sexual orientation, marital status, family status, status as a parent (in education and training programs and activities), because all or part of an individual’s income is derived from any public assistance program, or retaliation. (Not all prohibited bases apply to all programs or activities.) If you require this information in alternative format (Braille, large print, audiotape, etc.), contact the USDA’s TARGET Center at (202) 720-2600 (Voice or TDD). If you require information about this program, activity, or facility in a language other than English, contact the agency office responsible for the program or activity, or any USDA office. To file a complaint alleging discrimination, write USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410, or call Toll free, (866) 632-9992 (Voice). -
Lake Michigan Water Trail Plan, Phase I: Inventory & Assessment
LAKE MICHIGAN WATER TRAIL PLAN, PHASE I: Inventory and Analysis of Access Sites in Support of a Lake Michigan Water Trail Southwest Michigan, West Michigan, Northwest Michigan, and the Upper Peninsula July 2014 Prepared by the in partnership with: This project was funded, in part, by the Michigan Coastal Zone Management Program, Department of Environmental Quality Office of the Great Lakes and the National Oceanic and Atmospheric Administration, U.S. Department of Commerce. PROJECT TEAM from the: TABLE OF CONTENTS West Michigan Shoreline Regional Introduction and Background...................... 2 Development Commission Vision and Goals .......................................4 What is a Water Trail? ...........................4 Drawing the Larger Picture ....................4 Visions, Goals, and Objectives.................5 Erin Kuhn, Executive Director Inventory Process .....................................6 Kathy Evans, Program Manager Regional Water Trail Segments ...................7 Amy Haack, Program Manager Southwest Michigan Segment ................9 West Michigan Segment ......................10 Joshua Croff, Planner Northwest Michigan Segment ...............11 Upper Peninsula Segment ....................12 WMSRDC Officers Action Plan .............................................13 Enhancement Zones/Analysis .....................13 Joe Lenius, Chairperson Southwest Michigan ..........................14 Mason County Commissioner West Michigan ...................................16 Susie Hughes, Vice-Chairperson Northwest Michigan -
Types of Landslides.Indd
Landslide Types and Processes andslides in the United States occur in all 50 States. The primary regions of landslide occurrence and potential are the coastal and mountainous areas of California, Oregon, Land Washington, the States comprising the intermountain west, and the mountainous and hilly regions of the Eastern United States. Alaska and Hawaii also experience all types of landslides. Landslides in the United States cause approximately $3.5 billion (year 2001 dollars) in dam- age, and kill between 25 and 50 people annually. Casualties in the United States are primar- ily caused by rockfalls, rock slides, and debris flows. Worldwide, landslides occur and cause thousands of casualties and billions in monetary losses annually. The information in this publication provides an introductory primer on understanding basic scientific facts about landslides—the different types of landslides, how they are initiated, and some basic information about how they can begin to be managed as a hazard. TYPES OF LANDSLIDES porate additional variables, such as the rate of movement and the water, air, or ice content of The term “landslide” describes a wide variety the landslide material. of processes that result in the downward and outward movement of slope-forming materials Although landslides are primarily associ- including rock, soil, artificial fill, or a com- ated with mountainous regions, they can bination of these. The materials may move also occur in areas of generally low relief. In by falling, toppling, sliding, spreading, or low-relief areas, landslides occur as cut-and- La Conchita, coastal area of southern Califor- flowing. Figure 1 shows a graphic illustration fill failures (roadway and building excava- nia. -
Gabion Retaining Walls with Alternate Fill Materials
Gabion Retaining Walls with Alternate Fill Materials IGC 2009, Guntur, INDIA GABION RETAINING WALLS WITH ALTERNATE FILL MATERIALS K.S. Beena Reader, School of Engineering, Cochin University of Science and Technology, Cochin–682022, India. E-mail: [email protected] P.K. Jayasree Lecturer in Civil Engineering, College of Engineering, Trivandrum–695 016, India. E-mail: [email protected] ABSTRACT: Although gabions have been used from ancient times, it is only in the last few decades that their wide spread use has lead them to become an accepted construction material in Civil Engineering. Gabion retaining walls are mass gravity structure made up of strong mesh containers known as gabion boxes, filled with quarry stone. Considering the cost and scarcity of quarry stones, the replacement of it with some other cheaper material will make the construction more economical. This aspect is studied here. Considering the specific gravity, friction, cost and availability, quarry dust and red soil was selected as the fill material. Model gabion retaining walls were constructed for the purpose in which, different combinations of quarry dust, red soil and coarse aggregate were taken as the filling material. Analyzing the lateral deformations of various cases, it can be concluded that a 50%–50% combination of alternative material and aggregate will perform better than the coarse aggregate alone, considering the cost of construction. 1. INTRODUCTION dry stone gravity mass wall made of gabion boxes. They are cost effective, environmental friendly and durable structures. Retaining walls, one of the major geotechnical applications, Because of these reasons gabions are widely used now days are mainly used in the case of highways and railways to all over the world. -
Landslide Triggering Mechanisms
kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger. -
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics Shear Strength of Soils Ability of soil to resist sliding on itself on the slope Angle of Repose definition n1. the maximum angle to the horizontal at which rocks, soil, etc, will remain without sliding Shear Strength Parameters and Soils Info Φ angle of internal friction C cohesion (clays are cohesive and sands are non-cohesive) Θ slope angle γ unit weight of soil Internal Angles of Friction Estimates for our use in example Silty sand Φ = 25 degrees Loose sand Φ = 30 degrees Medium to Dense sand Φ = 35 degrees Rock Riprap Φ = 40 degrees Slope Stability Analysis Basics Explore Site Geology Characterize soil shear strength Construct slope stability model Establish seepage and groundwater conditions Select loading condition Locate critical failure surface Iterate until minimum Factor of Safety (FS) is achieved Rules of Thumb and “Easy” Method of Estimating Slope Stability Geology and Soils Information Needed (from site or soils database) Check appropriate loading conditions (seeps, rapid drawdown, fluctuating water levels, flows) Select values to input for Φ and C Locate water table in slope (critical for evaluation!) 2:1 slopes are typically stable for less than 15 foot heights Note whether or not existing slopes are vegetated and stable Plan for a factor of safety (hazards evaluation) FS between 1.4 and 1.5 is typically adequate for our purposes No Flow Slope Stability Analysis FS = tan Φ / tan Θ Where Φ is the effective -
1989 Senate Enrolled Bill
Act No. 154 Public Acts of 1989 Approved by the Governor July 24, 1989 Filed with the Secretary of State July 27, 1989 STATE OF MICHIGAN 85TH LEGISLATURE REGULAR SESSION OF 1989 Introduced by Senators Arthurhultz and Gast ENROLLED SENATE BILL No. 287 AN ACT to make appropriations to the department of natural resources; to provide for the acquisition of land; to provide for the development of public recreation facilities; to provide for the powers and duties of certain state agencies and officials; and to provide for the expenditure of appropriations. The People of the State of Michigan enact: Sec. 1. There is appropriated for the department of natural resources to supplement former appropriations for the fiscal year ending September 30, 1989, the sum of $15,442,244.00 for land acquisition and grants and $5,147,415.00 for public recreation facility development and grants as provided in section 35 of article IX of the state constitution of 1963 and the Michigan natural resources trust fund act, Act No. 101 of the Public Acts of 1985, being sections 318.501 to 318.516 of the Michigan Compiled Laws, from the following funds: GROSS APPROPRIATIONS........................................................................................................ $ 20,589,659 Appropriated from: Special revenue funds: Michigan natural resources trust fund......................................................................................... 20,589,659 State general fund/general purpose............................................................................................. $ —0— (59) For Fiscal Year Ending Sept. 30, 1989 DEPARTMENT OF NATURAL RESOURCES A. Michigan natural resources trust fund land acquisition (by priority) 1. Manistee river-phase II, Wexford, Missaukee, Kalkaska counties (#88-100) 2. Acquisition of Woods-phase II, Oakland county (grant-in-aid to West Bloomfield township) (#88-172) 3.