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Fort Loudon / Tellico
September 2018 FREE! WWW.TNFHG.COM - Full Color On The Web! FREE MORE FACTS, PHOTOS, AND FUN INSIDE! FREE TENNESSEE FISHING & HUNTING GUIDE 1805 Amarillo Ln Knoxville, TN 37922 865-693-7468 J.L. & Lin Stepp Publishers “Serving Tennessee Since 1990” Our E-mail: [email protected] BENTON SHOOTERS SUPPLY Send us your pictures! The Largest Shooters Supply Store In The South! ABOUT THE WWW.BENTONSHOOTERS.COM COVER 423-338-2008 Hannah and her Dad, Hwy 411, Benton, TN 37307 Mon - Sat 9am - 6pm Bobby Barnes, pose at Jerry’s Bait Shop with a big catfish caught on a HUNTING & FISHING SUPPLIES - GUNS - AMMO Saturday morning trip on ARCHEREY EQUIPMENT - SAFES Watts Bar. Summer OUTDOOR CLOTHING FOR MEN/WOMEN/CHILDREN fishing still good and Fall game hunting seasons just around the corner - it’s a great time to enjoy outdoor sports in Tennessee! Cover photo courtesy Jerry’s Bait Shop, Rockwood, TN 865-354-1225 Fish & Hunt Tennessee! Long guns and handguns: Over 2,000 guns in stock! Ammo and supplies for every shooting need. Introduce A Kid KEEP OUR TENNESSEE To Fishing! 2 LAKES CLEAN WATTS BAR LAKE 4 CORNERS MARKET Intersection of Hwys 58 & 68, Decatur, TN * Gotzza Pizza - Subs - Salad - Wings (Delicious & Best @ Prices) Call In or Carry Out * Hunting & Fishing Licenses * Live Bait & Fishing Supplies * Cigarettes - Beer - Groceries * 100% Ethanol-Free Gas (grades 87 & 93) OPEN 7 DAYS - Big Game Checking Station 423-334-9518 John Henry with a nice largemouth on Watts Bar 7/27/18. Photo Jerry’s Bait Shop. * Groceries * Deli - Take-Out * Pizza * 100% Gas - no ethanol * Live Bait * Worms * Beer * Ice * Lottery * Propane * Minnows DEER ARCHERY SEASON Sept 22 - Oct 26 Oct 29 - Nov 2 ELK (Quota Hunt) - Archery Sept 29 - Oct 6 7 Permits - 1 antlered elk / permit BLACK BEAR - Archery Sept 23 - Oct 19 John Henry caught this big smallmouth 8/9/18. -
Download Nine Lakes
MELTON HILL LAKE NORRIS LAKE - 809 miles of shoreline - 173 miles of shoreline FISHING: Norris Lake has over 56 species of fish and is well known for its striper fishing. There are also catches of brown Miles of Intrepid and rainbow trout, small and largemouth bass, walleye, and an abundant source of crappie. The Tennessee state record for FISHING: Predominant fish are musky, striped bass, hybrid striped bass, scenic gorges Daniel brown trout was caught in the Clinch River just below Norris Dam. Striped bass exceeding 50 pounds also lurk in the lake’s white crappie, largemouth bass, and skipjack herring. The state record saugeye and sandstone Boone was caught in 1998 at the warmwater discharge at Bull Run Steam Plant, which bluffs awaiting blazed a cool waters. Winter and summer striped bass fishing is excellent in the lower half of the lake. Walleye are stocked annually. your visit. trail West. is probably the most intensely fished section of the lake for all species. Another Nestled in the foothills of the Cumberland Mountains, about 20 miles north of Knoxville just off I-75, is Norris Lake. It extends 1 of 2 places 56 miles up the Powell River and 73 miles into the Clinch River. Since the lake is not fed by another major dam, the water productive and popular spot is on the tailwaters below the dam, but you’ll find both in the U.S. largemouths and smallmouths throughout the lake. Spring and fall crappie fishing is one where you can has the reputation of being cleaner than any other in the nation. -
Flooding the Missouri Valley the Politics of Dam Site Selection and Design
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Great Plains Quarterly Great Plains Studies, Center for Summer 1997 Flooding The Missouri Valley The Politics Of Dam Site Selection And Design Robert Kelley Schneiders Texas Tech University Follow this and additional works at: https://digitalcommons.unl.edu/greatplainsquarterly Part of the Other International and Area Studies Commons Schneiders, Robert Kelley, "Flooding The Missouri Valley The Politics Of Dam Site Selection And Design" (1997). Great Plains Quarterly. 1954. https://digitalcommons.unl.edu/greatplainsquarterly/1954 This Article is brought to you for free and open access by the Great Plains Studies, Center for at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Great Plains Quarterly by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. FLOODING THE MISSOURI VALLEY THE POLITICS OF DAM SITE SELECTION AND DESIGN ROBERT KELLEY SCHNEIDERS In December 1944 the United States Con Dakota is 160 feet high and 10,700 feet long. gress passed a Rivers and Harbors Bill that The reservoir behind it stretches 140 miles authorized the construction of the Pick-Sloan north-northwest along the Missouri Valley. plan for Missouri River development. From Oahe Dam, near Pierre, South Dakota, sur 1946 to 1966, the United States Army Corps passes even Fort Randall Dam at 242 feet high of Engineers, with the assistance of private and 9300 feet long.! Oahe's reservoir stretches contractors, implemented much of that plan 250 miles upstream. The completion of Gar in the Missouri River Valley. In that twenty rison Dam in North Dakota, and Oahe, Big year period, five of the world's largest earthen Bend, Fort Randall, and Gavin's Point dams dams were built across the main-stem of the in South Dakota resulted in the innundation Missouri River in North and South Dakota. -
Cowlitz/Riffe Lake Level Fact Sheet June 6, 2017
Cowlitz/Riffe Lake Level Fact Sheet June 6, 2017 Based on new information about regional seismicity, the United States Geological Survey (USGS) revised its earthquake predictions for the Cowlitz River basin. Although the probability of a large earthquake is very low, the revisions showed an increase to the potential impact on the spillway piers of Mossyrock Dam (not to the dam structure itself). To protect public safety, Tacoma Power has proposed to hold Riffe Lake’s elevation down approximately 30 feet lower than full (778 ft.) at least into the next decade. Formal approval by the federal agency that regulates the utility is pending. Public safety Public safety is our top priority. Although there is a very low probability of the type of seismic activity that would cause the spillways to fail, we have a responsibility to operate in a way that limits the risk to the public. Keeping the lake level lower Mossyrock Dam’s five spillway piers accomplishes that. There are no modifications to the operations at at full lake level Mayfield Dam. If we get significant rain or flooding, Tacoma Power may need to use the storage capacity of Riffe Lake to minimize downstream flooding by temporarily allowing the lake level to rise. After the risk of downstream flooding passes, we would then gradually lower the reservoir. Seismic information Mossyrock Dam is a tall, double curvature arch with spillways located high in the middle of the dam. No concrete arch dams have failed due to earthquakes. However, preliminary analysis concluded that specific seismic events could cause the spillway piers to fail, which could cause the spillway gates to fail, resulting in an uncontrolled release of water and considerable downstream flooding. -
Policy for Dam Safety and Geotechnical Mining Structures
Policy for Dam Safety and Geotechnical Mining Structures DCA 108/2020 Rev.: 00 – 08/10/2020 Nº: POL-0037- G PUBLIC Objective: To establish guidance and commitments for the Safe Management of Dams and Geotechnical Mining Structures such that critical assets are controlled as well as to deal with the risk controls associated with the implemented Management Systems. Aplicação: This Policy applies to Vale and its 100% controlled subsidiaries. It must be reproduced for its direct and indirect subsidiaries, within Brazil and overseas, always in compliance to the articles of incorporation and the applicable legislation. Its adoption is encouraged at other entities in which Vale has a shareholding interest, in Brazil and overseas. References: • POL-0001-G – Code of Conduct • POL-0009-G – Risk Management Policy • POL-0019-G – Sustainability Policy • ABNT NBR ISO 9001:2015 – Sistema de Gestão da Qualidade (SGQ). • Technical Bulletin – Application of Dam Safety Guidelines to Mining Dams from the Canadian Dams Association (CDA). • Guidelines on Tailings Dams – Planning, Design, Construction, Operation and Closure from the Australian Committee on Large Dams (ANCOLD). • Tailings Dam Safety Bulletin from the International Committee on Large Dams (ICOLD). • Guide to the Management of Tailings Facilities & Developing an Operation, Maintenance, and Surveillance. • Manual for Tailings and Water Management Facilities (the OMS Guide) from the Mining Association of Canada (MAC). • Global Industry Standard on Tailings Management (GISTM) from the Global Tailings Review (ICMM-UNEP-PRI) & Tailings Management: Good Practice Guides from the International Council on Mining and Metals (ICMM). • Slope Design Guidelines for Large Open Pit Project (LOP) from the Commonwealth Scientific and Industrial Research Organization (CSIRO da Australia). -
Good and Bad Dams
Latin America and Caribbean Region 1 Sustainable Development Working Paper 16 Public Disclosure Authorized Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 Public Disclosure Authorized Public Disclosure Authorized George Ledec Public Disclosure Authorized Juan David Quintero The World Bank Latin America and Caribbean Region Environmentally and Socially Sustainable Development Department (LCSES) Latin America and the Caribbean Region Sustainable Development Working Paper No. 16 Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 George Ledec Juan David Quintero The World Bank Latin America and the Caribbean Region Environmentally and Socially Sustainable Development Sector Management Unit George Ledec has worked with the World Bank since 1982, and is presently Lead Ecologist for the Environmen- tally and Socially Sustainable Development Unit (LCSES) of the World Bank’s Latin America and Caribbean Re- gional Office. He specializes in the environmental assessment of development projects, with particular focus on biodiversity and related conservation concerns. He has worked extensively with the environmental aspects of dams, roads, oil and gas, forest management, and protected areas, and is one of the main authors of the World Bank’s Natural Habitats Policy. Dr. Ledec earned a Ph.D. in Wildland Resource Science from the University of California-Berkeley, a Masters in Public Affairs from Princeton University, and a Bachelors in Biology and Envi- ronmental Studies from Dartmouth College. Juan David Quintero joined the World Bank in 1993 and is presently Lead Environmental Specialist for LCSES and Coordinator of the Bank’s Latin America and Caribbean Quality Assurance Team, which monitors compli- ance with environmental and social safeguard policies. -
Advanced Transmission Technologies
Advanced Transmission Technologies December 2020 United States Department of Energy Washington, DC 20585 Executive Summary The high-voltage transmission electric grid is a complex, interconnected, and interdependent system that is responsible for providing safe, reliable, and cost-effective electricity to customers. In the United States, the transmission system is comprised of three distinct power grids, or “interconnections”: the Eastern Interconnection, the Western Interconnection, and a smaller grid containing most of Texas. The three systems have weak ties between them to act as power transfers, but they largely rely on independent systems to remain stable and reliable. Along with aged assets, primarily from the 1960s and 1970s, the electric power system is evolving, from consisting of predominantly reliable, dependable, and variable-output generation sources (e.g., coal, natural gas, and hydroelectric) to increasing percentages of climate- and weather- dependent intermittent power generation sources (e.g., wind and solar). All of these generation sources rely heavily on high-voltage transmission lines, substations, and the distribution grid to bring electric power to the customers. The original vertically-integrated system design was simple, following the path of generation to transmission to distribution to customer. The centralized control paradigm in which generation is dispatched to serve variable customer demands is being challenged with greater deployment of distributed energy resources (at both the transmission and distribution level), which may not follow the traditional path mentioned above. This means an electricity customer today could be a generation source tomorrow if wind or solar assets were on their privately-owned property. The fact that customers can now be power sources means that they do not have to wholly rely on their utility to serve their needs and they could sell power back to the utility. -
Power Grid Failure
Power grid failure Presentation by: Sourabh Kothari Department of Electrical Engineering, CDSE Introduction • A power grid is an interconnected network of transmission lines for supplying electricity from power suppliers to consumers. Any disruptions in the network causes power outages. India has five regional grids that carry electricity from power plants to respective states in the country. • Electric power is normally generated at 11-25kV and then stepped-up to 400kV, 220kV or 132kV for high voltage lines through long distances and deliver the power into a common power pool called the grid. • The grid is connected to load centers (cities) through a sub- transmission network of normally 33kV lines which terminate into a 33kV (or 66kV) substation, where the voltage is stepped-down to 11kV for power distribution through a distribution network at 11kV and lower. • The 3 distinct operation of a power grid are:- 1. Power generation 2. Power transmission 3. Power distribution. Structure of Grids Operations of Power grids • Electricity generation - Generating plants are located near a source of water, and away from heavily populated areas , are large and electric power generated is stepped up to a higher voltage-at which it connects to the transmission network. • Electric power transmission - The transmission network will move the power long distances–often across state lines, and sometimes across international boundaries, until it reaches its wholesale customer. • Electricity distribution - Upon arrival at the substation, the power will be stepped down in voltage—to a distribution level voltage. As it exits the substation, it enters the distribution wiring. Finally, upon arrival at the service location, the power is stepped down again from the distribution voltage to the required service voltage. -
Central Texas Highland Lakes
Lampasas Colorado Bend State Park 19 0 Chappel Colo rado R. LAMPASAS COUNTY 2657 281 183 501 N W E 2484 S BELL La mp Maxdale asa s R Oakalla . Naruna Central Texas Highland Lakes SAN SABA Lake Buchanan COUNTY Incorporated cities and towns 19 0 US highways Inks Lake Lake LBJ Other towns and crossroads 138 State highways Lake Marble Falls 970 Farm or Ranch roads State parks 963 Lake Travis COUNTY County lines LCRA parks 2657 Map projection: Lambert Conformal Conic, State 012 miles Watson Plane Coordinate System, Texas Central Zone, NAD83. 012 km Sunnylane Map scale: 1:96,000. The Lower Colorado River Authority is a conservation and reclamation district created by the Texas 195 Legislature in 1934 to improve the quality of life in the Central Texas area. It receives no tax money and operates on revenues from wholesale electric and water sales and other services. This map has been produced by the Lower Colorado River Authority for its own use. Accordingly, certain information, features, or details may have been emphasized over others or may have been left out. LCRA does not warrant the accuracy of this map, either as to scale, accuracy or completeness. M. Ollington, 2003.12.31 Main Map V:\Survey\Project\Service_Area\Highland_Lakes\lakes_map.fh10. Lake Victor Area of Detail Briggs Canyon of the Eagles Tow BURNETBURNET 963 Cedar 487 Point 138 2241 Florence Greens Crossing N orth Fo rk Joppa nGab Mahomet Sa rie l R Shady Grove . 183 2241 970 Bluffton 195 963 COUNTYCOUNTY Lone Grove Lake WILLIAMSONWILLIAMSON 2341 Buchanan 1174 LLANOLLANO Andice 690 243 Stolz Black Rock Park Burnet Buchanan Dam 29 Bertram 261 Inks La ke Inks Lake COUNTYCOUNTY Buchanan Dam State Park COUNTYCOUNTY 29 Inks Dam Gandy 2338 243 281 Lla no R. -
Be Aware of Potential Risk of Dam Failure in Your Community
Be Aware of Potential Risk of Dam Failure in Your Community Approximately 15,000 dams in the United States are classified as high-hazard potential (HHP), meaning that their failure could result in loss of life. Dams can fail for a number of reasons, including overtopping caused by floods, acts of sabotage, or structural failure of materials used in dam construction. The worst dam failure in the United States occurred in 1889 in Johnstown, Pennsylvania. Over 2,200 died, with many more left homeless. Dams present risks but they also provide many benefits, including irrigation, flood control, and recreation. Dams have been identified as a key resource of our national infrastructure that is vulnerable to terrorist attack. States have the primary responsibility for protecting their populations from dam failure. Of the approximately 94,400 dams in the United States, State governments regulate about 70 percent. About 27,000 dams throughout our Nation could incur damage or fail, resulting in significant property damage, lifeline disruption (utilities), business disruption, displacement of families from their homes, and environmental damage. The most important steps you can take to protect yourself from dam failure are to know your risk. Contact government offices to learn if an Emergency Action Plan (EAP) is in place and to evacuate when directed by emergency response officials. An EAP is a formal document that identifies potential emergency conditions at a dam and specifies preplanned actions to be followed by the dam owner to reduce property damage and loss of life. The plan may save lives and property damage through timely evacuations of those who live, work, or enjoy recreation near a high-hazard potential dam. -
2010 Integrated Resource Plan
2010 Integrated Resource Plan August 2010 Prepared by Power Management Direct Comments/Questions to (253) 502-8025 Tacoma Power 2010 Integrated Resource Plan Executive Summary Tacoma Power’s 2010 Integrated Resource Plan recommends conservation as the sole addition to the utility’s resource portfolio. Analysis indicates that an aggressive conservation acquisition program coupled with Tacoma Power’s existing resources will be sufficient to meet projected retail load. This strategy should allow the utility to avoid a need to purchase expensive generating resources for over ten years. Specifically, this IRP found that: • Approximately 63 aMW of new conservation is cost-effective in Tacoma Power’s service territory over the next ten years. • This conservation, when combined with current utility resources should be sufficient to serve projected retail load beyond 2020. • Tacoma Power is well positioned to comply with the 3 percent renewable resource mandate that begins in 2012. Tacoma Power’s eligible renewable resource portfolio is comprised of nearly equal parts of utility owned incremental hydro and a contract for renewable energy credits. The 2010 IRP also considered the potential effect of electric vehicles and climate change on utility operations: • Electric vehicles are unlikely to impose a significant load on Tacoma Power until 2018 to 2025. • The effects of climate change are likely to be small for Tacoma Power’s loads and resources through the mid-2020s. This assessment is preliminary – the findings are likely to evolve as our understanding of the regional implications of climate change improves. Page: iii TACOMA POWER 2010 INTEGRATED RESOURCE PLAN EXECUTIVE SUMMARY The primary purpose of preparing an meet any identified load-resource gap at integrated resource plan (IRP) is to the lowest cost and risk. -
Finance Department
City of Tacoma Department of Public Utilities Power Division Cowlitz Falls North Shore Collector Downstream Fish Evaluation RFP Specification No. PG16-0558F QUESTIONS and ANSWERS All interested parties had the opportunity to submit questions in writing to Joe Parris, Purchasing Division by 3:00 PM on January 9, 2017. The answers to the questions received are provided below and posted to the City’s website at www.TacomaPurchasing.org. This information IS NOT considered an addendum. Respondents should consider this information when submitting their proposals. Question 1: In reference to page 1: Is the Downstream Fish Passage Conceptual Design Report available? Answer 1: Yes, the report was submitted to FERC on February 15, 2012 and will be provided with the responses. Question 2: In reference to page 6, item #10 - The Required Form only indicates Signature page be included: What is to be done with Appendix A Proposal Form and Contractor Record of Prior Contracts? Are these also to be included as RFP Content to be Submitted? Answer 2: Yes. Both forms are required in the content to be submitted. An Addendum will be posted to clarify these requirements Question 3: In reference to page 8 - objective 3b: Define FSC performance. Answer 3: The primary metric for measuring the CFNSC (rather than the FSC) is Fish Passage Survival (FPS). Target FPS is 95%, with a minimum of 75% while employing the best available technology. Secondary metrics include Fish Collection Efficiency (FCE), Detection Efficiency (DE), Entrance Efficiency (EE), and Retention Efficiency (RE). Question 4: In reference to page 8, Objective 4b: Is information on outmigration historical run timing available? Answer 4: Yes, although these data will be limited to periods when the collector has been operated, typically April 1st through August 31st.