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University Archives and Records Program
McKee Library Southern Adventist University P.O Box 629 Collegedale, TN 37315 McKee Library Special Collections Thomas Memorial Collection 1776-2010 Summary Information Creators: Various Title: Thomas Memorial Collection 1776-2010 Inclusive dates: 1856-1991 Language English Abstract: This collection consists of journals, magazines, newspapers, and correspondence that mention Abraham Lincoln. The collection also contains Civil War related items such as photographs, event programs, postcards, posters and manuscripts. Size: 26 boxes, 7 oversized boxes, 20 linear feet Storage: Onsite Storage – Technical Services and Vault 1 Repository: McKee Library Southern Adventist University Phone: 423-236-2788 Fax: 423-236-1788 Email: [email protected] Processed by: Deyse Bravo-Rivera, 2014-2016; Stephanie Rupay Rumrrill, 2015; Brittany Swart; 2016 Administrative Information Provenance: McKee Library acquired the Thomas Memorial Collection in 1973 from Dr. Vernon Thomas, a physician from Texas. The Thomas Memorial Collection is comprised of Civil War related materials collected by Dr. Russell Slater of La Salle, Illinois, and Abraham Lincoln related materials collected by John W. Fling, Jr., a lawyer from Wyoming, Illinois. Dr. Thomas purchased these materials from their respective collectors. Included in the Thomas Memorial Collection are newspapers, periodicals, photographs by official government photographer Mathew Brady, portraits of Abraham Lincoln, posters, and correspondence. Access: Archival papers are available to readers for consultation by appointment only. Please fill out this form in advance. Access Restriction: The collection is unrestricted to readers. Preferred Citation: Item description, McKee Library: Thomas Memorial Collection, Series #, box #, and folder #, McKee Library Special Collections at Southern Adventist University, Collegedale Biography The Thomas Memorial Collection exists today as a result of three major contributors. -
LOWER SANGAMON River AREA ASSESSMENT Volume4
Volume4 Socio-Economic Profile Environmental Quality Archaeological Resources LOWER SANGAMON RIvER AREA ASSESSMENT '~ DEPARTMENT OF NATURAL RESOURCES LOWER SANGAMON RIVER AREA ASSESSMENT VOLUME 4 I Part I: Socio-Economic Profile Illinois Department of Natural Resources Office of Realty and Environmental Planning Division of Energy and Environmental Assessment 524 South Second Springfield, Illinois 62701 (217) 524-0500 Part II: Environmental Quality Illinois Department of Natural Resources Office of Scientific Research and Analysis Illinois State Water Survey 2204 Griffith Drive Champaign, Illinois 61820 (217) 244-5459 Waste Management and Research Center . One East Hazelwood Drive Champaign, Illinois 61820 (217) 333-8940 Part ill: ArchaeologicalResources Timothy Roberts and Steven R. Abler Illinois Department of Natural Resources Office ofScientific Research and Analysis Illinois State Museum Spring & Edward Streets Springfield, Illinois 62706 (217) 782-7387 2000 300 I Printed by the authority of the State of Illinois I I. 1\\ I\1 Other CTAP Publications Lower Sangamon River Area Assessment Vol. I Geological Resources Vol. 2 Water Resources Vol. 3 Living Resources The Lower Sangamon River Basin: An Inventory ofthe Region's Resources - 22-page color booklet Descriptive inventories and area assessments are also available for the following regions: Rock River Lower Rock River Cache River Sinkhole Plain Mackinaw River Sugar-Pecatonica Rivers Illinois Headwaters Vermilion River Illinois Big Rivers Upper Sangamon River Fox River Du Page River -
A Case Study of Independence Grove Forest Preserve
Western Michigan University ScholarWorks at WMU Master's Theses Graduate College 6-2005 Successful Superfund Site Restoration: A Case Study of Independence Grove Forest Preserve Linnea E. Hruska Follow this and additional works at: https://scholarworks.wmich.edu/masters_theses Part of the Geography Commons Recommended Citation Hruska, Linnea E., "Successful Superfund Site Restoration: A Case Study of Independence Grove Forest Preserve" (2005). Master's Theses. 4747. https://scholarworks.wmich.edu/masters_theses/4747 This Masters Thesis-Open Access is brought to you for free and open access by the Graduate College at ScholarWorks at WMU. It has been accepted for inclusion in Master's Theses by an authorized administrator of ScholarWorks at WMU. For more information, please contact [email protected]. SUCCESSFUL SUPERFUND SITE RESTORATION: A CASE STUDY OF INDEPENDENCE GROVE FOREST PRESERVE by Linnea E. Hruska A Thesis Submitted to the Faculty of The Graduate College in partial fulfillmentof the requirements for the Degree of Master of Arts Department of Geography WesternMichigan University Kalamazoo, Michigan June 2005 Copyrightby LinneaE. Hruska 2005 ACKNOWLEDGMENTS I would first like to thank my thesis advisor,· Dr. Lisa DeChano, for her assistance and guidance throughout the research process. The use of her research office was also greatly appreciated. I would also like to thank my thesis committee members, Dr. Chansheng He and Dr. Gregory Veeck, for their help and suggestions during various stages of my research. I also thank Dr. Michael Longan for allowing me to study a not-so-local landscape forhis class's local landscape project. Without that paper, I may have never chosen this as my thesis topic. -
Infiltration Trench
APPENDIX F Alternative Stormwater Treatment Control Measure Fact Sheets Appendix F – Alternative Stormwater Treatment Control Measure Fact Sheets Table of Contents LID-1: Infiltration Basin ................................................................................................. F-1 LID-2: Infiltration Trench ............................................................................................. F-10 LID-3: Dry Well ........................................................................................................... F-18 T-1: Stormwater Planter ............................................................................................. F-26 T-2: Tree-Well Filter ................................................................................................... F-36 T-3: Sand Filter .......................................................................................................... F-45 T-4: Vegetated Swales ............................................................................................... F-55 T-5: Proprietary Stormwater Treatment Control Measures ......................................... F-67 HM-1: Extended Detention Basin ............................................................................... F-72 HM-2: Wet Pond ........................................................................................................ F-86 June 2015 F-i LID-1: Infiltration Basin Description An infiltration basin is a shallow earthen basin constructed in naturally permeable soil designed for retaining and -
IN EUROPE with Special Reference to Underground Resources
Bull. Org. mond. Sante' 1957, 16, 707-725 Bull. Wld Hlth Org. SANITARY ENGINEERING AND WATER ECONOMY IN EUROPE With Special Reference to Underground Resources W. F. J. M. KRUL Professor, Technische Hogeschool, Delft; Director, Rijksinstituut voor Drinkwatervoorziening, The Hague, Netherlands SYNOPSIS The author deals with a wide variety of aspects of water economy and the development of water resources, relating them to the sanitary engineering problems they give rise to. Among those aspects are the balance between available resources and water needs for various purposes; accumulation and storage of surface and ground water, and methods of replenishing ground water supplies; pollution and purification; and organizational measures to deal with the urgent problems raised by the heavy demands on the world's water supply as a result of both increased population and the increased need for agricultural and industrial development. The author considers that at the national level over-all plans for developing the water economy of countries might well be drawn up by national water boards and that the economy of inter-State river basins should receive international study. In such work the United Nations and its specialized agencies might be of assistance. The Fourth European Seminar for Sanitary Engineers, held at Opatija, Yugoslavia, in 1954, dealt with surface water pollution, as seen from the angle of public health. It was pointed out that, especially in heavily indus- trialized countries, there is a great task to be fulfilled by sanitary engineers in the purification of waste waters of different kinds, in the sanitation of streams and in the adaptation of more or less polluted surface water to the needs of different kinds of consumers. -
Outdoor Recreational Needs & the Hunter Lake Opportunity Illinois
Outdoor Recreational Needs & The Hunter Lake Opportunity Illinois Department of Natural Resources December 3, 2018 Introduction In 2015, the Illinois Department of Natural Resources (IDNR) entered into agreement with the City of Springfield to manage city-owned property surrounding the City’s proposed secondary water supply (Hunter Lake). The City has already acquired 7,138 acres for the project located in southeastern Sangamon County. The lake is expected to cover 2,560 surface-acres with water. Outdoors recreation generates about $32 billion in economic activity each year for the State of Illinois, according to the U.S. Fish and Wildlife Service. All this activity supports 90,000 jobs statewide. As the population of the United States continues its gradual migration from rural to urban areas (U.S. Census Bureau), demand for recreational land, open space and hunting and fishing opportunities will continue to grow. With 95 percent of Illinois land in private hands, the state ranks 46th in terms of land in public ownership. The IDNR owns and manages about 480,000 acres. The partnership between the City and IDNR is intended to provide additional public access for outdoor recreation, education and habitat conservation on Hunter Lake and its surrounding area. The City concluded the IDNR is the appropriate state agency to help the City achieve this objective. IDNR has statutory authority to manage the state’s fish and wildlife resources. To this end, the City chose to enter a Memorandum of Cooperation with IDNR (Appendix A) and tasked the Agency with managing the property’s outdoors potential for recreational opportunity, including hunting, fishing, bird-watching, biking, hiking and camping. -
2012 Illinois Forest Health Highlights
2012 Illinois Forest Health Highlights Prepared by Fredric Miller, Ph.D. IDNR Forest Health Specialist, The Morton Arboretum, Lisle, Illinois Table of Contents I. Illinois’s Forest Resources 1 II. Forest Health Issues: An Overview 2-6 III. Exotic Pests 7-10 IV. Plant Diseases 11-13 V. Insect Pests 14-16 VI. Weather/Abiotic Related Damage 17 VII. Invasive Plant Species 17 VIII. Workshops and Public Outreach 18 IX. References 18-19 I. Illinois’ Forest Resources Illinois forests have many recreation and wildlife benefits. In addition, over 32,000 people are employed in primary and secondary wood processing and manufacturing. The net volume of growing stock has Figure 1. Illinois Forest Areas increased by 40 percent since 1962, a reversal of the trend from 1948 to 1962. The volume of elms has continued to decrease due to Dutch elm disease, but red and white oaks, along with black walnut, have increased by 38 to 54 percent since 1962. The area of forest land in Illinois is approximately 5.3 million acres and represents 15% of the total land area of the state (Figure 1). Illinois’ forests are predominately hardwoods, with 90% of the total timberland area classified as hardwood forest types (Figure 2). The primary hardwood forest types in the state are oak- hickory, at 65% of all timberland, elm-ash-cottonwood at 23%, and maple-beech which covers 2% of Illinois’ timberland. 1 MERALD ASH BORER (EAB) TRAP TREE MONITORING PROGAM With the recent (2006) find ofMajor emerald ashForest borer (EAB) Types in northeastern Illinois and sub- sequent finds throughout the greater Chicago metropolitan area, and as far south as Bloomington/Chenoa, Illinois area, prudence strongly suggests that EAB monitoring is needed for the extensive ash containing forested areas associated with Illinois state parks, F U.S. -
3.1 Infiltration Basin
3.1 INFILTRATION BASIN Type of BMP LID ‐ Infiltration Treatment Mechanisms Infiltration, Evapotranspiration (when vegetated), Evaporation, and Sedimentation Maximum Treatment Area 50 acres Other Names Bioinfiltration Basin Description An Infiltration Basin is a flat earthen basin designed to capture the design capture volume, VBMP. The stormwater infiltrates through the bottom of the basin into the underlying soil over a 72 hour drawdown period. Flows exceeding VBMP must discharge to a downstream conveyance system. Trash and sediment accumulate within the forebay as stormwater passes into the basin. Infiltration basins are highly effective in removing all targeted Figure 1 – Infiltration Basin pollutants from stormwater runoff. See Appendix A, and Appendix C, Section 1 of Basin Guidelines, for additional requirements. Siting Considerations The use of infiltration basins may be restricted by concerns over ground water contamination, soil permeability, and clogging at the site. See the applicable WQMP for any specific feasibility considerations for using infiltration BMPs. Where this BMP is being used, the soil beneath the basin must be thoroughly evaluated in a geotechnical report since the underlying soils are critical to the basin’s long term performance. To protect the basin from erosion, the sides and bottom of the basin must be vegetated, preferably with native or low water use plant species. In addition, these basins may not be appropriate for the following site conditions: Industrial sites or locations where spills of toxic materials may occur Sites with very low soil infiltration rates Sites with high groundwater tables or excessively high soil infiltration rates, where pollutants can affect ground water quality Sites with unstabilized soil or construction activity upstream On steeply sloping terrain Infiltration basins located in a fill condition should refer to Appendix A of this Handbook for details on special requirements/restrictions Riverside County - Low Impact Development BMP Design Handbook rev. -
Examples of Stormwater Control Devices
Stormwater Control Devices Filtration Basin A SHALLOW BASIN WITH ENGINEERED OR AMENDED SOIL AND AN UNDERDRAIN SYSTEM Filtration basins function by detaining stormwater in the basin. As stormwater infiltrates through the amended soil, sand, or engineered media, pollutants are filtered and adsorbed onto soil particles. Treated stormwater is directed to the receiving stream via the underdrain system. Filtration basins may be shaped like ponds or channels. To improve pollutant removal, the basin may be covered with grass, wetland species, or landscaped vegetation (see Bioretention Basin). Sand filters are considered filtration basins. Filtration basins may have outlet control structures and emergency spillways. However, all filtration basins have underdrain systems. Bioretention Basin A TYPE OF FILTRATION BASIN WITH ENGINEERED MEDIA , AN UNDERDRAIN SYSTEM , AND LANDSCAPED VEGETATION Bioretention basins use a landscaped mix of water- tolerant plants to improve pollutant removal. The vegetation is selected for its ability to physically filter and uptake stormwater pollutants. As with all filtration basins, stormwater is infiltrated through amended soil or an engineered media before it enters the underdrain system. Selected vegetation simulates various ecosystems such as forests, meadows, and hedgerows Bioretention basins are suited to drainage areas less than 1 acre. Bioretention basins may include outlet control structures and emergency spillways, but they will always have underdrain systems. Dry Detention Basin A SHALLOW , DRY BASIN WITH AN OUTLET PIPE OR ORIFICE AT THE INVERT OF THE BASIN Dry detention basins attenuate peak discharges and temporarily detain runoff to promote sedimentation of solids and infiltration. Runoff is slowly released from an outlet control structure at a steady flow rate to increase detention time. -
Storm Water Permitting Requirements for Construction Activities
Storm Water Permitting Requirements for Construction Activities John Mathews Storm Water Program Manager Division of Surface Water Why Permit Storm Water? Impacts During Construction • Not an issue until we add rainfall… Impacts During Construction Impacts During Construction • Large amounts of sediment are transported downstream and embed streams. Impacts During Construction • A healthy versus an embedded stream bottom. Post-Construction Impacts • Efficient runoff and pollution delivery Post-Construction Impacts • Stream Erosion (erosion and downcutting) Post-Construction Impacts • Stream Erosion (erosion and downcutting) History of the Construction General Permit (CGP) Increased Sediment Storage; Required Basic Erosion and Skimmers on Sediment Control, Sediment Basins; Very General Post- Allowed Offsite Major Update of Post- Construction, ≥5 Mitigation of Post- Construction acres of disturbance Construction Requirements 1992 2003 2008 2013 2018 ≥ 1 acre; Added Minor Changes Specific Post- construction, Large ≥ 5 and Small (1-5 ac) Sites Authorizes Storm Water Discharge From • Construction activities - clearing, grading, excavating, grubbing and/or filling – that disturb ≥ 1 acres – or will disturb < 1 acre of land but are part of a larger common plan of development or sale that will ultimately disturb ≥ 1 acres • Associated support activities (on-site or contiguous batch plants, borrow pits, & material storage areas) A Statewide Permit • But two watersheds have special conditions (the Big Darby and portions of the Olentangy) • Submittal -
Stormwater Management Dry Wells and Infiltration Basins
WENTWORTH WATERSHED RESTORATION AND PROTECTION STRATEGIES 1 Stormwater Management Dry Wells and Infiltration Basins DRY WELL A dry well is essentially small subsurface leaching basins. It consists of a small pit filled with stone, or a small structure surrounded by stone, used to temporarily store and infiltrate runoff from a very limited contributing area. Dry wells are well-suited to receive roof runoff via building gutter and downspout systems. Runoff enters the structure through an inflow pipe, inlet grate, or through surface infiltration. The runoff is stored in the structure and/or void spaces in the stone fill. Properly sited and designed dry wells provide treatment of runoff as pollutants become bound to the soils under and adjacent to the well, as the water percolates into the ground. The infiltrated stormwater contributes to recharge of the groundwater table. A commercially manufactured drywell being installed to capture water from roof downspout. Stormwater Runoff Dry Wells and Infiltration Basins (continued) 2 INFILTRATION BASINS Infiltration basins are structures designed to temporarily store runoff, allowing all or a portion of the water to infiltrate into the ground. The structure is designed to completely drain between storm events. In a properly sited and designed infiltration basin, water quality treatment is provided by runoff pollutants binding to soil particles beneath the basin as water percolates into the subsurface. Biological and chemical processes occurring in the soil also contribute to the breakdown of pollutants. Infiltrated water is recharged to the underlying groundwater. Subsurface infiltration basins may comprise a subsurface manifold system with associated crushed stone storage bed, or specially-designed chambers (with or without perforations) bedded in or above crushed stone. -
Chapter 6 - Infiltration Bmps
Chapter 6 - Infiltration BMPs Infiltration measures control stormwater quantity and quality by retaining runoff on-site and discharging it into the ground through absorption, straining, microbial decomposition and trapping of particulate matter. Infiltration systems should not be used if the intercepted runoff is anticipated to contain pollutants that can affect groundwater quality, such as hydrocarbons, nitrate, and chloride. When the subsoils are appropriate, an infiltration basin can be suitable for treating and controlling the runoff from very small to very large drainage areas. However, some commercial or industrial sites may have contaminants that may not be treatable by soil filtration and should be avoided. Figure 6-1 shows a typical infiltration basin. IMPORTANT: This chapter describes three common Infiltration BMPs: infiltration basins, dry wells, and infiltration trenches. In addition to these infiltration techniques, there are several Low Impact Design (LID) techniques that rely on infiltration in small systems dispersed throughout a site, rather than an end- of-pipe technique such as the infiltration basin. Sizing: Infiltration systems must be designed to retain a runoff volume equal to 1.0 inch times the subcatchment's impervious area plus 0.4 inch times the subcatchment's landscaped developed area and infiltrate this volume into the ground. The infiltration system must drain completely within 24 to 48 hours following the runoff event. Complete drainage is necessary to maintain aerobic conditions in the underlying soil to favor bacteria that aid in pollutant attenuation and to allow the system to recover its storage capacity before the next storm event. Site Suitability: The following are some recommendations on the suitability of a site: Soil Permeability: The permeability of the soil at the depth of the base of the proposed infiltration system should be no less than 0.50 inches per hour and no greater than 2.41 inches per hour.