Deterrent Strategy Planning for Asian Carp in the Ohio River Basin
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Paddler's Guide to Civil War Sites on the Water
Southeast Tennessee Paddler’s Guide to Civil War Sites on the Water If Rivers Could Speak... Chattanooga: Gateway to the Deep South nion and Confederate troops moved into Southeast Tennessee and North Georgia in the fall of 1863 after the Uinconclusive Battle of Stones River in Murfreesboro, Tenn. Both armies sought to capture Chattanooga, a city known as “The Gateway to the Deep South” due to its location along the he Tennessee River – one of North America’s great rivers – Tennessee River and its railroad access. President Abraham winds for miles through Southeast Tennessee, its volume Lincoln compared the importance of a Union victory in Tfortified by gushing creeks that tumble down the mountains Chattanooga to Richmond, Virginia - the capital of the into the Tennessee Valley. Throughout time, this river has Confederacy - because of its strategic location on the banks of witnessed humanity at its best and worst. the river. The name “Tennessee” comes from the Native American word There was a serious drought taking place in Southeast Tennessee “Tanasi,” and native people paddled the Tennessee River and in 1863, so water was a precious resource for soldiers. As troops its tributaries in dugout canoes for thousands of years. They strategized and moved through the region, the Tennessee River fished, bathed, drank and traveled these waters, which held and its tributaries served critical roles as both protective barriers dangers like whirlpools, rapids and eddies. Later, the river was and transportation routes for attacks. a thrilling danger for early settlers who launched out for a fresh The two most notorious battles that took place in the region start in flatboats. -
Guntersville Reservoir
GUNTERSVILLE RESERVOIR Final Environmental Impact Statement and Reservoir Land Management Plan Volume I SEPTEMBER 2001 This page intentionally left blank Document Type: EA-Administrative Record Index Field: White Paper Project Name: Deeded Land Use Rights Project Number: 2009-57 ENVIRONMENTAL REPORT RECOGNITION OF DEEDED ACCESS RIGHTS IN THREE TENNESSEE VALLEY AUTHORITY RESERVOIR LAND MANAGEMENT PLANS Guntersville Reservoir, Alabama; Norris Reservoir, Tennessee; and Pickwick Reservoir, Alabama PREPARED BY: TENNESSEE VALLEY AUTHORITY MARCH 2010 Prepared by: Richard L. Toennisson NEPA Compliance Tennessee Valley Authority 400 West Summit Hill Drive Knoxville, Tennessee 37902 Phone: 865-632-8517 Fax: 865-632-3451 E-mail: [email protected] Page intentionally blank ENVIRONMENTAL REPORT RECOGNITION OF DEEDED ACCESS RIGHTS IN THREE TENNESSEE VALLEY AUTHORITY RESERVOIR LAND MANANAGEMENT PLANS GUNTERSVILLE RESERVOIR, ALABAMA; NORRIS RESERVOIR, TENNESSEE; AND PICKWICK RESERVOIR, ALABAMA TENNESSEE VALLEY AUTHORITY MARCH 2010 Issue The Tennessee Valley Authority (TVA) uses a land planning process to allocate individual parcels on its reservoir lands to one of six land use zones. After approval of a reservoir land management plan (LMP) by the TVA Board of Directors (TVA Board), all future uses of TVA lands on that reservoir must then be consistent with the allocations within that LMP. TVA’s Land Policy (TVA 2006) states that TVA may consider changing a land use designation outside of the normal planning process only for the purposes of providing water access for industrial or commercial recreation operations on privately owned back-lying land or to implement TVA’s Shoreline Management Policy (SMP). A change in allocation of any parcel is subject to approval by the TVA Board or its designee. -
Tennessee River Blueway Information
About the Tennessee River Blueway Formed by the Tennessee Valley Authority (TVA) in the 1930’s, and designated as a river trail in 2002, the Tennessee River Blueway flows through Chattanooga and the Tennessee River Gorge for 50 miles, from Chickamauga Dam to Nickajack Dam. It provides opportunities for canoeists and kayakers to take day trips, or camp overnight in marinas, parks, or in one of five designated primitive sites. Just a few miles downstream from Chickamauga Dam, downtown Chattanooga offers accessible riverfront amenities on both shores. Paddlers can visit public parks and plazas, restaurants and coffee shops, galleries and museums, and attractions. Natural and man made features to be seen from the water include the restored 19th century Walnut Street Pedestrian Bridge, the Chief John Ross (Market Street) Bridge, Maclellan Island, the Museum Bluffs, and the Passage at Ross’ Landing. From Chattanooga, the Blueway winds around the Moccasin Bend National Archaeological District and historic Williams Island, then past Suck Creek to the Tennessee River Gorge Trust’s Pot Point House. The 1835 hand- hewed log cabin was restored in 1993. It was originally built with recycled logs taken from a flat boat that wrecked at the "The Boiling Pot,” formerly the most treacherous rapids in the Gorge. Nearby are Prentice Cooper State Forest and the TVA Raccoon Mountain Pump Storage Facility, which holds water for hydro-electric power generation. Atop the mountain is a man-made reservoir created by an impressive 230-foot-high, 8,500 foot-long dam. A visitors center, picnic facilities, and a network of trails around the reservoir offer recreation for hikers and mountain bikers. -
Djvu Document
IIYDROMETEOROLOGICAL REPORT NO •. 47·· Meteorological Criteria For Extreme Floods For Four Basins in the Tennessee and Cumberland River Watersheds U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION TENNESSEE VALLEY AUTHORITY Silver Spring, Md. May 1978 HYDROMETEOROLOGICAL REPORTS *No. 1. Maximum po>~sible precipitation over the Ompompanoosuc Basin above Union Village, Vt. 1943. *No. 2. Maximum pos."'ible precipitation over the Ohio River B&~~in above Pittsburgh, Pa. 1942. *No. 3. Maximum pos>~iblc precipitation over the Sacramento Basin of California. 1943. *No. 4. Maximum possible p~cipitation over the Panama Canal Basin. 1943. *No. 5. Thunderstorm rainfall. 1947. *No. 6. A preliminar~· report on the probable occurrence of excessive precipitation over Fort Supply Basin, Okla. 1938. *No. 7. Worst probable meteorological condition on Mill Creek, Butler and Hamilton Counties, Ohio. 1937. (Unpub- li>~hcd.) Supplement, 1938. *No. H. A h~·dromctcorological anal~·>~is of possible maximum precipitation over St. Francis River Basin above Wappa pello, Mo. 1938. *No. 9. A report on the p011sible occurrence of maximum precipitation over White River Basin above Mud Mountain Dam site, Wash. 1939. *No. 10. :\laximum pos>~ible rainfall over the Arkansas River H&~~in above Caddoa, Colo. 1939. Supplement, 1939. *No. 11. A preliminary report on the maximum pos>~ible precipitation over the Dorena,.Cottage Grove, and Fern Ridge Basins in the Willamette Basin, Oreg. 1939. *No. 12. Maximum possible precipitation over the Red River Basin above Denison, Tex. 1939. *No. 13. A report on the maximum possible precipitation over Cherry Creek Basin in Colorado. 1940. · *No. 14. The frequency of flood-producing rainfall over the Pajaro River Basin in California. -
Seismic Design of the Kentucky Lake and Lake Barkley Approach Spans
SEISMIC DESIGN BIOGRAPHY SUMMARY OF THE Brad is a Principal with Palmer New bridges over Kentucky KENTUCKY LAKE Engineering Company and Lake and Lake Barkley are in works in the Winchester, Ken- the United States’ most seismi- AND LAKE tucky office. He has a BSCE cally active area in the East, the BARKLEY from the University of Cincin- New Madrid Seismic Zone. Basket handle arches were cho- nati, an MSCE from the Univer- APPROACH sen for the navigation spans SPANS sity of Colorado, and a PhD with more than a mile of ap- from the University of Ken- proach spans crossing the lakes. tucky. His wife finally said Because these structures will enough and made him get a real serve as a main route for evacu- job. ations and first responders, the David Rust is a Project Manag- Kentucky Transportation Cabi- net (KYTC) designated them er with Palmer Engineering also "essential" for seismic design. in the Winchester office. He To remain functional after a earned a BSCE from the Uni- large earthquake, site-specific versity of Cincinnati and an hazard analyses, extensive field MSCE from the University of testing, and site-specific re- Kentucky. David is Engineer of sponse analyses provided com- Record on the Lake Barkley ap- prehensive input for structural proach spans. design. Response spectrum BRAD ROBSON analyses with linear foundation Kyle McLemore is a Structural models were used in prelimi- Engineer in the Nashville office nary design to screen numerous of Palmer Engineering. He approach span arrangements holds a BSCE from the Univer- and narrow to viable alternates. -
Scanned Document
2 NOT FOR PUBLIC RELEASE BEFORE 12:00 o’clock noon EST on the day the President’s Budget is presented to Congress DEPARTMENT OF THE ARMY CORPS OF ENGINEERS – CIVIL WORKS FISCAL YEAR 2010 BUDGET REQUEST The Fiscal Year 2010 Budget provides $5,125,000,000 for the Civil Works program of the Army Corps of Engineers. The Civil Works program supports water resources development, management, and restoration through investigations and surveys, engineering and design, construction, and operation and maintenance, as authorized by Congress. Funding for the Civil Works program includes $464,000,000 in additional new resources, including $369,000,000 in non-Federal contributions. Based on current estimates, requested FY 2010 appropriations and additional new resources are as follows: Amount ($) Requested Appropriations: Investigations 100,000,000 Construction 1,718,000,000 1/ Operation and Maintenance 2,504,000,000 2/ Regulatory Program 190,000,000 Mississippi River and Tributaries 248,000,000 Expenses 184,000,000 Flood Control and Coastal Emergencies 41,000,000 Formerly Utilized Sites Remedial Action Program 134,000,000 Assistant Secretary of the Army, Civil Works 6,000,000 TOTAL APPROPRIATION REQUEST 5,125,000,000 Sources of Appropriations: General Fund (4,204,000,000) Harbor Maintenance Trust Fund (793,000,000) Inland Waterways Trust Fund (85,000,000) Special Recreation User Fees (43,000,000) TOTAL APPROPRIATION REQUEST (5,125,000,000) Additional New Resources: Rivers and Harbors Contributed Funds 369,000,000 3/ Coastal Wetlands Restoration Trust Fund 86,000,000 4/ Permanent Appropriations 9,000,000 TOTAL ADDITIONAL NEW RESOURCES 464,000,000 TOTAL PROGRAM FUNDING 5,589,000,000 1/ Includes $85,000,000 from the Inland Waterways Trust Fund. -
Calculation CDQ000020080064, Revision 2, "Chickamauga Dam
Attachment 02.04.03-08C TVA letter dated February 8, 2010 RAI Response ASSOCIATED ATTACHMENTS/ENCLOSURES: Attachment 02.04.03-8C: Chickamauga Dam Local Watershed (Subbasins 44B and 45) Unit Hydrograph Validation. CDQ000020080064 (42 Pages including Cover Sheet) C- NPG CALCULATION COVERSHEET/CCRIS UPDATE Page 1 REV 0 EDMSIRIMS NO. EDMS TYPE: EDMS ACCESSION NO (NIA for REV 01 L58090424004 calculations(nuclear) NAL 5 8 0 9 1 2ý -q 0 pa.0 Calc Title: Chickamauga Dam Local Watershed (Subbasins 44B and 45) Unit Hydrograph Validation CUR REV NEW REVAREVISION CALC I TYPE ORG PLANT BRANCH NUMBER APPLICABILITY CURRENT CN NUC GEN CEB CD00000020080064 1 2 Entire calc [R Selected pages El NEW f No CCRIS Changes L- ACTION NEW E] DELETE El SUPERSEDE 1l CCRIS UPDATE ONLY C] (For calc revision, CCRIS REVISION I RENAME 0 DUPLICATE I] (Verifier Approval Signatures Not been reviewed and no ____i Required) CCRIS changes required) UNITS SYSTEMS UNIDS MIAMINlA IIA Validate existing unit hydrographs for the subbasins of the Chickamauga Dam watershed (Subbasins 44B and 45) using the 1973 and 2003 floods of record. **EDCN-22404A (SQN), EDCN-54018 A(WBN), EDCN-LATER (BFN) This calculation contains electronic attachments and must be stored in EDMS as an Adobe .pdf file to maintain the ability to retrieve the electronic attachments. MICROFICHEIEFICHE Yes E7 No N FICHE NUMBER(S) C3 LOAD INTO EDMS AND DESTROY 0 LOAD INTO EDMS AND RETURN CALCULATION TO CALCULATION LIBRARY. ADDRESS: LP4D-C 0l LOAD INTO EDMS AND RETURN CALCULATION TO: TrVA 40532 (10-20081 Page 1 of 2 NEDP-2-1 [10-20-2008) NPG CALCULATION COVERSHEETICCRIS UPDATE Page la REV 0 EDMSS/RIMS NO. -
2018 Fish Consumption Advisory
Alabama Fish Consumption Advisories 2018 Created by the Alabama Department of Public Health (ADPH), in cooperation with the Alabama Department of Environmental Management (ADEM), and the Alabama Department of Conservation and Natural Resources (ADCNR), and the Tennessee Valley Authority (TVA) Table of Contents Introduction 3 Statewide Advice for At-Risk Women and Children 4 Fishing and Your Health Frequently Asked Questions (FAQs) Why should I eat fish? 5 What is an advisory? 5 How does ADPH determine if a waterbody should have an advisory? 5 Why do we have advisories? 5 Are fish consumption advisories only in Alabama? 5 Why are some fish not safe to eat? 5 General rule of thumb 5 Why are only certain species of fish listed in the advisory? 6 How often are fish advisories updated? 6 How do fish become contaminated? 6 Why are the restrictions limited in area when actually fish travel? 6 What are the main contaminants in Alabama? 7 What do I need to know about mercury? 7 Health notes for adults 7 What do I need to know about PCBs? 7 What are the health effects of PCBs in pregnant women? 7 What do I need to know about PFOS? 8 Health information for adults 8 How can I reduce the health risks from contaminated fish? 8 What do I need to know about shellfish in Alabama to stay safe? 8 What about fish I buy instead of catch? 8 Does ADPH post signs on waterbodies with advisories? 9 Where can I get more information? 9 Cleaning and cooking fish to reduce PCBs 10 Understanding the Advisories 11 Alabama Fish Consumption Advisories Basins 12 Area 1: Tennessee Basin 13 Area 2: Escatawpa/Tombigbee/Mobile Basin 18 Area 3: Black Warrior/Cahaba Basin 22 Area 4: Alabama/Coosa/Tallapoosa Basin 25 Area 5: Perdido-Escambia/Choctawhatchee/Pea/Chipola/Chattahoochee Basin 29 Area 6: Alabama Gulf Coast 33 Index of Listed Waterbodies 34 Alabama Fish Consumption Advisories, ADPH, Released May 2018 2 Introduction Alabama has over 77,000 miles of rivers and streams, 41 public lakes and reservoirs, and some of the most varied fish habitat in the United States. -
"Just Mention Electricity and the Most Humdrum Citizen Immediately
"Just mention electricity and the most humdrum citizen immediately becomes a poet, and when we think of it, there is no other servamt of humanity that performs so many useful duties for us." Towards an understanding of the history and material culture of Pre-TVA Hydroelectric Development in Tennessee, 1900 - 1933. PART I. By James B. Jones, Jr. The technology and design of electrical systems and the institutions formed to administer them matured together. In his book Networks of Power, Thomas P. Hughes, perhaps the foremost historian of the field, reveals three stages in the development of light and power in the United States from roughly 1890 to 1930. Varying with small differences in detail, the evolution of Tennessee's electrical supply system before the advent of the Tennessee Valley Authority (TVA) correspond to the delineations Hughes discerns. This is not to suggest, however, that the evolution of hydroelectric power generation occurred in a lock-step manner, o- ne phase leading inevitably, logically and instantaneously to the next in an orderly, chronological procession of pre-ordained events. Indeed, development was more spasmodic as circumscribed by the temporal limits of this narrative. The main characteristic of the first stage was the emergence of low voltage, small, direct current (d.c.) lighting companies. As the forerunner of the contemporary electrical utility industry, these centrally located hydroelectric plants supplied light and electricity only to nearby municipalities. Because such low-voltage d.c. systems as these could serve only the small geographic areas to which they were confined by want of future developments in long distance electrical transmission, the number, not the size, of hydroelectric plants grew. -
Tours of Barkley and Kentucky Dams August 22, 2016
2016 KAMM Annual Conference Pre-Conference Day Activity Tours of Barkley and Kentucky Dams August 22, 2016 1:30 – 3:30 p.m. (CST) Tours led by: Tennessee Valley Authority (TVA) and USACE – Pre-Conference Activity Nashville District August 22, 2016 Join KAMM for a tour of the Kentucky and Barkley Dams! Visit Dam Tours the technical wonders that form Kentucky and Barkley Lakes and makes the Land Between the Lakes one of Kentucky’s most 1:30. – 3:30 (CT) interesting places for recreation and education. Both dams were Questions? constructed for flood control, but also are used for hydroelectric Contact KAMM’s Tour power generation and provide abundant fish and wildlife Coordinator resources. John Ward [email protected] This is a unique opportunity for KAMM Conference attendees to 270-395-7138 experience mitigation-related projects constructed and operated by federal agencies. Barkley Navigation Lock Barkley Dam is a concrete gravity and earthfill structure that measures 10,180 ft. The powerplant section of the dam contains four generating units capable of producing 130,000 kilowatts. In a typical year, Barkley Power Plant is capable of producing enough electricity to power over 30,000 homes Kentucky Dam is 22 miles upstream from the Click confluence of the Tennessee River with the Ohio. http://www.lrn.usace.army.mil/Locations/Dams/BarkleyDam.aspx The dam is the longest in the TVA system, and the for more information on Barkley Dam. reservoir, which stretches for 184 miles across the states of Kentucky and Tennessee, is the largest in Kentucky Dam the eastern U.S. -
Proceedings of The
PROCEEDINGS OF THE LANDBETWEEN THE LAKESNATIONAL RECREATION AREA PROCEEDINGS OF THE TENTH SYMPOSIUM THENATURAL HISTORY OF LOWERTENNESSEE AND CUMBERLANDRIVER VALLEYS BRANDONSPRING GROUP CAMP LAND BETWEENTHE LAKES MARCH 2 1 AND 22,2003 SPONSOREDBY AUSTINPEAY STATE UNIVERSI~ THECENTER OF EXCELLENCE FOR FIELDBIOLOGY AND MURRAYSTATE UNIVERSITY CENTERFOR RESERVOIR RESEARCH AND U. S. DEPARTMENTOF AGRICULTURE, FOREST SERVICE LAND BETWEENTHE LAKES NATIONAL RECREATION AREA Austin Peay State University - A Tennessee Board of Regents Institution -is an equal opportunit>.employer committed to the education of a non-racially identifiable student body. AP- 043/08-03/200 PROCEEDINGS OF THE 10th SYMPOSIUM ON THE NATURAL HISTORY OF LOWER TENNESSEE AND CUMBERLAND RIVER VALLEYS HELDAT BRANDONSPRING GROUP CAMP LAND BETWEENTHE LAKES MARCH 2 1 AND 22,2003 Sponsored by: The Center of Excellence for Field Biology Austin Peay State University, Clarksville, Tenn. and The Center for Reservoir Research Murray State University, Murray, Ky. and U.S. Department of Agriculture, Forest Service, Land Between The Lakes National Recreation Area Golden Pond, Ky. EDITED BY: Laurina I. Lyle, Edward W. Chester and A. Floyd Scott The Center of Excellence Field Biology Austin Peay State University, Clarksville, Tenn. 37044 Published by and available from: The Center of Excellence for Field Biology, Austin Peay State University, Clarksville, Tenn. 37044 Price: $5.00 SUGGESTED CITATION II Lyle, L.I., E. W. Chester, and A. F. Scott. 2003. Proceedings of the lothSymposium on the Natural History of Lower Tennessee and Cumberland River Valleys. The Center of Excellence for Field Biology, Austin Peay State University, Clarksville, Tenn. Published September 2003 PREFACE The lod' Symposium on the Natural History of Lower Tennessee and Cumberland River Valleys was held at Brandon Spring Group Camp in TVA's Land Between The Lakes on March 2 1 and 22, 2003. -
Melton Hill Dam Local Watershed (Subbasins 27) Unit Hydrograph Validation
Attachment 02.04.03-08E TVA letter dated February 8, 2010 RAI Response ASSOCIATED ATTACHMENTS/ENCLOSURES: Attachment 02.04.03-8E: Melton Hill Dam Local Watershed (Subbasins 27) Unit Hydrograph Validation. CDQ000020080068 (41 Pages including Cover Sheet) Attachment 02.04.03-08E TVA letter dated February 8, 2010 RAI Response ASSOCIATED ATTACHMENTS/ENCLOSURES: Attachment 02.04.03-8E: Melton Hill Dam Local Watershed (Subbasins 27) Unit Hydrograph Validation.. (41 Pages including Cover Sheet) NPG CALCULATION COVERSHEET/CCRIS UPDATE Page 1 REV 0 EDMS/RIMS NO. EDMS TYPE: EDMS ACCESSION NO (N/A for REV. 0) L58090511003 calculations(nuclear) I 5 8 0 9 1 2 3 0 04 41 Calc Title: Melton Hill Dam Local Watershed (Subbasin 27) Unit Hydrograph Validation CALC ID TYPE ORG PLANT BRANCH NUMBER CUR REV NEW REV REVISION APPLICABILITY ~Entire calc (@ CURRENT CN NUC GEN CEB CDQ000020080068 1 2 Selecled pages [0 NEW No CCRIS Changes [I ACTION NEW El DELETE El SUPERSEDE El CCRIS UPDATE ONLY C (For calc revision, CCRIS REVISION R0 RENAME C DUPLICATE E] I (Venflier Approval Signatures Not been reviewed and no Required) CCRIS changes required) UNITS SYSTEMS UNIDS N/A N/A N/A DCN.EDC.N/A APPLICABLE DESIGN DOCUMENT(S) CLASSIFICATION See - Below N/A 'E' QUALITY SAFETY RELATED? UNVERIFIED SPECIAL REQUIREMENTS DESIGN OUTPUT SAR/TS and/or ISFS1 RELATED? (If yes, QR = yes) ASSUMPTION AND/OR LIMITING CONDITIONS? ATTACHMENT? SAR/CoC AFFECTED Yes[] No 0 Yes 0 No 0 Yes[l No R YesEl No[] Yes[C No[@ Yes[l No 0 PREPARER ID PREPARER PHONE NO PREPARING ORG (BRANCH) VERIFICATION METHOD NEW METHOD OF ANALYSIS HSSawyer (615) 252-4362 CEB See Page 7 [E Yes 0 No PREPARIER SIGNATL)RE DATE KER SIGJ TURE DATE Heather Smith Sawyer _Bill Hamilton VERIFIER SIGNATURE DATE APPROVAL SIGNATURE DATE Bill_____ ,K~.