Kansas Resource Management Plan and Record of Decision
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Kansas Department of Wildlife and Parks Kansas Special Size Limits, Creel Limits, and Bait Restriction Tables
Kansas Department of Wildlife and Parks Kansas Special Size Limits, Creel Limits, and Bait Restriction Tables Dated: July 10, 2008 Blue Catfish Creel Limits 2 fish daily creel limit Carbondale East Lake, Fall River Toe Drain 5 fish daily creel limit Cheney Reservoir, El Dorado Reservoir, Milford Reservoir, Wilson Reservoir Blue Catfish Length Limits 35 inch minimum. Blue catfish of a length less than thirty-five (35) inches are protected and must be returned to the water immediately when taken from the following waters: Cheney Reservoir, El Dorado Reservoir, Wilson Reservoir Channel Catfish Creel Limits 2 fish daily creel limit Andover - Lake George, Arma City Lake, Atchison State Fishing Lake, Blue Mound City Lake, Bonner Springs - North Park Lake, Bourbon Co. Cedar Creek, Bourbon Co. Elm Creek Lake, Bourbon State Fishing Lake, Bronson City Lake, Brown State Fishing Lake, Butler State Fishing Lake, Carbondale East Lake, Chanute City Lake, Clinton State Park - Lake Henry, Clinton State Park - Picnic Area Pond, Columbus - VFW Pond, Colwich City Lake, Douglas State Fishing Lake, Emporia - Camp Alexander Ponds, Emporia - Jones Park Ponds, Emporia - Peter Pan Park, Fall River State Park Kids Pond, Fall River Toe Drain, Fort Scott - Gunn Park Lake Fern, Fort Scott - Gunn Park Lake West, Fort Scott - Lake Fort Scott, Fort Scott Community College Lakes, Frontenac City Lake, Gardner City Lake, Garnett City Lake North, Garnett City Lake South, Greenbush Community Lake, Gridley City Lake, Harvey Co. Camp Hawk, Haysville - Riggs Lake, Impounded F.I.S.H. Waters, Region 1 & 3, Johnson Co. - Kill Creek Park Lake, Johnson Co. - Shawnee Mission Park , Johnson Co. -
Kansas Fishing Regulations Summary
2 Kansas Fishing 0 Regulations 0 5 Summary The new Community Fisheries Assistance Program (CFAP) promises to increase opportunities for anglers to fish close to home. For detailed information, see Page 16. PURCHASE FISHING LICENSES AND VIEW WEEKLY FISHING REPORTS ONLINE AT THE DEPARTMENT OF WILDLIFE AND PARKS' WEBSITE, WWW.KDWP.STATE.KS.US TABLE OF CONTENTS Wildlife and Parks Offices, e-mail . Zebra Mussel, White Perch Alerts . State Record Fish . Lawful Fishing . Reservoirs, Lakes, and River Access . Are Fish Safe To Eat? . Definitions . Fish Identification . Urban Fishing, Trout, Fishing Clinics . License Information and Fees . Special Event Permits, Boats . FISH Access . Length and Creel Limits . Community Fisheries Assistance . Becoming An Outdoors-Woman (BOW) . Common Concerns, Missouri River Rules . Master Angler Award . State Park Fees . WILDLIFE & PARKS OFFICES KANSAS WILDLIFE & Maps and area brochures are available through offices listed on this page and from the PARKS COMMISSION department website, www.kdwp.state.ks.us. As a cabinet-level agency, the Kansas Office of the Secretary AREA & STATE PARK OFFICES Department of Wildlife and Parks is adminis- 1020 S Kansas Ave., Rm 200 tered by a secretary of Wildlife and Parks Topeka, KS 66612-1327.....(785) 296-2281 Cedar Bluff SP....................(785) 726-3212 and is advised by a seven-member Wildlife Cheney SP .........................(316) 542-3664 and Parks Commission. All positions are Pratt Operations Office Cheyenne Bottoms WA ......(620) 793-7730 appointed by the governor with the commis- 512 SE 25th Ave. Clinton SP ..........................(785) 842-8562 sioners serving staggered four-year terms. Pratt, KS 67124-8174 ........(620) 672-5911 Council Grove WA..............(620) 767-5900 Serving as a regulatory body for the depart- Crawford SP .......................(620) 362-3671 ment, the commission is a non-partisan Region 1 Office Cross Timbers SP ..............(620) 637-2213 board, made up of no more than four mem- 1426 Hwy 183 Alt., P.O. -
Lake Level Management Plans Water Year 2021
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2021 Kansas Water Office September 2020 Table of Contents U.S. ARMY CORPS OF ENGINEERS, KANSAS CITY DISTRICT .................................................................................................................................... 3 CLINTON LAKE ........................................................................................................................................................................................................................................................................4 HILLSDALE LAKE ......................................................................................................................................................................................................................................................................6 KANOPOLIS LAKE .....................................................................................................................................................................................................................................................................8 MELVERN LAKE .....................................................................................................................................................................................................................................................................10 MILFORD LAKE ......................................................................................................................................................................................................................................................................12 -
Fall River Lake: Comparison of Reservoir Inflow and Local Bias-Correction Technique for Cmip3 and Cmip5 Climate Projections
FALL RIVER LAKE: COMPARISON OF RESERVOIR INFLOW AND LOCAL BIAS-CORRECTION TECHNIQUE FOR CMIP3 AND CMIP5 CLIMATE PROJECTIONS, AND LEGAL ANALYSIS OF LOW- FLOW REGULATION By REBECCA ANN WARD HARJO Bachelor of Science in Civil Engineering Oklahoma State University Stillwater, Oklahoma 1998 Master of Science in Civil Engineering Oklahoma State University Stillwater, Oklahoma 1999 Juris Doctorate Texas Wesleyan University School of Law Fort Worth, Texas 2006 Submitted to the Faculty of the Graduate College of the Oklahoma State University in partial fulfillment of the requirements for the Degree of DOCTOR OF PHILOSOPHY May 2017 FALL RIVER LAKE: COMPARISON OF RESERVOIR INFLOW AND LOCAL BIAS CORRECTION TECHNIQUE FOR CMIP3 AND CMIP5 CLIMATE PROJECTIONS, AND LEGAL ANALYSIS OF LOW- FLOW REGULATION Dissertation Approved: Glenn Brown Dissertation Adviser Dan Storm Jason Vogel Art Stoecker ii Name: REBECCA ANN WARD HARJO Date of Degree: MAY 2017 Title of Study: FALL RIVER LAKE: COMPARISON OF RESERVOIR INFLOW AND LOCAL BIAS CORRECTION TECHNIQUE FOR CMIP3 AND CMIP5 CLIMATE PROJECTIONS, AND LEGAL ANALYSIS OF LOW-FLOW REGULATION Major Field: BIOSYSTEMS ENGINEERING Scope and Method of Study: This case study compares the World Climate Research Programme's (WCRP's) Coupled Model Intercomparison Project phase 5 (CMIP5) against the phase 3 (CMIP3) guidance for a case study location of Fall River Lake in Kansas. A new method of locally calibrating reservoir inflow climate-change ensembles using monthly factors derived by averaging correction factors calculated from a range of exceedance values was proposed and compared against calibrating only the mean and median of the ensemble. Federal agency reservoir operations and statutory, regulatory, and compact legal provisions affecting Verdigris Basin in Kansas were also analyzed. -
Assessing the Potential of Reservoir Outflow Management to Reduce
HYDROLOGICAL PROCESSES Hydrol. Process. 27, 1426–1439 (2013) Published online 23 April 2012 in Wiley Online Library (wileyonlinelibrary.com) DOI: 10.1002/hyp.9284 Assessing the potential of reservoir outflow management to reduce sedimentation using continuous turbidity monitoring and reservoir modelling† Casey Lee* and Guy Foster US Geological Survey, Lawrence, KS, 66049, USA Abstract: In-stream sensors are increasingly deployed as part of ambient water quality-monitoring networks. Temporally dense data from these networks can be used to better understand the transport of constituents through streams, lakes or reservoirs. Data from existing, continuously recording in-stream flow and water quality monitoring stations were coupled with the two-dimensional hydrodynamic CE-QUAL-W2 model to assess the potential of altered reservoir outflow management to reduce sediment trapping in John Redmond Reservoir, located in east-central Kansas. Monitoring stations upstream and downstream from the reservoir were used to estimate 5.6 million metric tons of sediment transported to John Redmond Reservoir from 2007 through 2010, 88% of which was trapped within the reservoir. The two-dimensional model was used to estimate the residence time of 55 equal- volume releases from the reservoir; sediment trapping for these releases varied from 48% to 97%. Smaller trapping efficiencies were observed when the reservoir was maintained near the normal operating capacity (relative to higher flood pool levels) and when average residence times were relatively short. An idealized, alternative outflow management scenario was constructed, which minimized reservoir elevations and the length of time water was in the reservoir, while continuing to meet downstream flood control end points identified in the reservoir water control manual. -
Estimation of Potential Runoff-Contributing Areas in Kansas Using Topographic and Soil Information
Prepared in cooperation with the KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT Estimation of Potential Runoff-Contributing Areas in Kansas Using Topographic and Soil Information Water-Resources Investigations Report 99-4242 EXPLANATION Potential contributing area Boundary of major river basin Hiii Infiltration-excess overland flow only ^H Saturation-excess overland flow only - Subbasin boundary Hi Infiltration- and saturation-excess overland flows L I Noncontributing area U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior U.S. Geological Survey Estimation of Potential Runoff Contributing Areas in Kansas Using Topographic and Soil Information By KYLE E. JURACEK Water-Resources Investigations Report 99-4242 Prepared in cooperation with the KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT Lawrence, Kansas 1999 U.S. Department of the Interior Bruce Babbitt, Secretary U.S. Geological Survey Charles G. Groat, Director Any use of trade, product, or firm names is for descriptive purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: U.S. Geological Survey District Chief Information Services U.S. Geological Survey Building 810, Federal Center 4821 Quail Crest Place Box 25286 Lawrence, KS 66049-3839 Denver, CO 80225-0286 CONTENTS Abstract...........................................................................................................................................................^ 1 Introduction .........................................................................................................................................................................^ -
Marion Makes Water Treatment Plant Improvments
by Bert Zerr Keeping up with new regs; Marion makes water treatment plant improvments he city of Marion is tanks. Drinking water at the time locally as Luta Creek), which located on the western was obtained from the river, meanders through town. This slope of the Flint Hills near cisterns, or private wells. By source of water was used until the center of Marion County 1904, a water system was well 1981 when the opportunity to on Highway 56. Marion is a established and by 1928, the first obtain water from Marion community of 2,000 residents Tconveniently located in the “Golden Triangle” of central Marion is a community of 2,000 residents conveniently Kansas formed by the cities of Wichita, Salina, and Topeka. The located in the “Golden Triangle” of central Kansas formed by city advertises itself as the “The the cities of Wichita, Salina, and Topeka. The city advertises Town Between Two Lakes,” Marion County Lake and Marion itself as the “The Town Between Two Lakes,” Marion County Reservoir. Marion County Lake, 153 acres in size, is less than five Lake and Marion Reservoir. minutes east of town. Marion Reservoir is a federal facility located 10 minutes west of town, water treatment plant was Reservoir became available. The between the cities of Marion and completed. This plant was used city took advantage of this Hillsboro, and serves as the water until 1964 when the current plant opportunity and installed a 12- supply for both cities. was constructed. inch line from the reservoir. Raw Marion Reservoir, which was Water was obtained via an water gravity flows to the water authorized by the intake on Mud Creek (also known plant at a rate of 670 gpm. -
Norton Lake (Keith Sebelius Lake) Water Quality Impairment: Eutrophication Bundled with Ph and Dissolved Oxygen
UPPER REPUBLICAN RIVER BASIN TOTAL MAXIMUM DAILY LOAD Water Body: Norton Lake (Keith Sebelius Lake) Water Quality Impairment: Eutrophication bundled with pH and Dissolved Oxygen Subbasin: Prairie Dog Counties: Decatur, Graham, Norton, Rawlins, Sheridan, and Thomas HUC 8: 10250015 HUC 11 (HUC 14): 010 (010, 020, 030, 040, 050, 060, 070) (Figure 1) 020 (010, 020, 030, 040, 050, 060, 070) Ecoregion: Western High Plains, Flat to Rolling Cropland (25d) Central Great Plains, Rolling Plains and Breaks (27b) Drainage Area: Approximately 687 square miles Conservation Pool: Area = 2,055 acres Watershed Area: Lake Surface Area = 214:1 Maximum Depth = 12.0 meters (39.4 feet) Mean Depth = 4.9 meters (16 feet) Retention Time = 0.61 years (7.3 months) Designated Uses: Primary and Secondary Contact Recreation; Expected Aquatic Life Support, Drinking Water, Food Procurement, Industrial Water Supply, Irrigation Authority: Federal (U.S. Bureau of Reclamation), State (Kansas Department of Wildlife and Parks) 2002 303(d) Listing: Upper Republican River Basin Lakes Impaired Use: All uses are impaired to a degree by eutrophication Water Quality Standard: Nutrients - Narrative: The introduction of plant nutrients into streams, lakes, or wetlands from artificial sources shall be controlled to prevent the accelerated succession or replacement of aquatic biota or the production of undesirable quantities or kinds of aquatic life. (KAR 28-16-28e(c)(2)(B)). The introduction of plant nutrients into surface waters designated for primary or secondary contact recreational use shall be controlled to 1 prevent the development of objectionable concentrations of algae or algal by-products or nuisance growths of submersed, floating, or emergent aquatic vegetation. -
Waconda Lake WRAPS 9 Element Watershed Protection Plan
Waconda Lake WRAPS 9 Element Watershed Protection Plan Water Quality Impairments Directly Addressed: Waconda Lake Eutrophication TMDL (Medium Priority) North Fork Solomon River E. coli TMDL (Medium Priority) South Fork Solomon River E. coli TMDL (High Priority) Other Impairments Which Stand to Benefit from Watershed Plan Implementation: South Fork Solomon River Biology TMDL (Low Priority), Total Phosphorus 303(d) listing, and Total Suspended Solids 303(d) listing North Fork Solomon River Total Phosphorus 303(d) listing, Total Suspended Solids 303(d) listing, and Biology 303(d) listing Twin Creek Dissolved Oxygen TMDL (Medium Priority) Oak Creek Dissolved Oxygen 303(d) listing and Total Phosphorus 303(d) listing Carr Creek Total Phosphorus 303(d) listing and Total Suspended Solids 303(d) listing Beaver Creek Dissolved Oxygen 303(d) listing, Total Phosphorus 303(d) listing, and Total Suspended Solids 303(d) listing Deer Creek Dissolved Oxygen 303(d) listing and Total Phosphorus 303(d) listing Determination of Priority Areas Spreadsheet Tool for Estimating Pollutant Loads (STEPL) Model to identify HUC 12 watersheds within highest estimated phosphorus loads for cropland targeted areas Interpretation of water quality data included within bacteria TMDLs for North and South Fork Solomon Rivers to identify HUC 12 watersheds to focus BMP implementation towards addressing bacteria impairment issues. Best Management Practice and Load Reduction Goals Phosphorus Watershed Plan Waconda Lake Load to Meet Waconda Lake Current Waconda Lake -
FLINT HILLS MTIONAL WILDLIFE REFUGE Hartford, Kansas
FLINT HILLS MTIONAL WILDLIFE REFUGE Hartford, Kansas ANNUAL NARRATIVE REPORT Calendar Year 1977 NATIONAL WILDLIFE REFUGE SYSTEM Pish and Wildlife Service U.S. DEPARTMENT OP THE INTERIOR yr^mr ETLI^ fatioml I Bartfocpd, Ktosaa AHSDJIL HAHRimrg hspght CaOondar Tear 1977 mmOML WIWUM BBPUQ3 STE™ Flah and Wildlife Servloe 0,3, 0^ THB UfffiHIOK Bsraciunol 1. Harold B. Sbdpbard Tractor Operator WG-06-433 (Career Ssasoml) 2. 7, Amdt Clerk Typist GS-03-02 (CC-PPT) 3* Carltoil IU Freoburg Asst. Bsfugs mmm* GS-09-01 (P?T) U. Hon £• Thum l&lntsnaras Worker WG~07-01 {CC-OT?) - Hot Pictured - Iltohael J. Long Mfvim Manager (^-11-02(m) Joseph L. PXusisr Bio, Iteoh. 03-05-03 (TT) Bsslgnsd 10/27/77 Joseph J. Conrad Traotor Operator WG-0&-03 (FT} Betired 10/18/77 Berioi# and As/fif} £u.i' Kotfo $J? 7// y Bats FLINT HILLS Flint Hills National Wildlife Refuge NATIONAL WILDLIFE REFUGE was established under the authority of the Fish and Wildlife Coordination Act on a part of the area acquired by the U.S. Army Corps of Engineers for the John Redmond Dam and Reservoir. This flood control project is administered by the District Engineer, Tulsa, Oklahoma. PUBLIC ROADS SPECIAL RECREATION AREAS - NO HUNTING STRAWN HUNTING AREA FISHING ACCESS POINTS (1) DESIGNATED FIREARM TRAVEL ROUTE (During waterfowl hunting season. TABLES OF CCMSSTS I* GgKBaAL 3&ge A. Introduotlon 1 B. dim tic and Habitat Ccaiditiona 1 C. Land Acquisition. 2 B. System Status • 2 n* ocmmxiTim MD mnmmim A. Conatruotion k B. Maintenance 6 C. Wildfire . -
Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10
Prepared in cooperation with the Kansas Water Office Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey Front cover. Upper left: Tuttle Creek Lake upstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Lower right: Tuttle Creek Lake downstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Note: On May 16, 2011, the water-surface elevation for Tuttle Creek Lake was 1,075.1 feet. The normal elevation for the multi-purpose pool of the reservoir is 1,075.0 feet. Back cover. Water-quality monitor in Little Blue River near Barnes, Kansas. Note active channel-bank erosion at upper right (photograph by Bill Holladay, USGS). Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 By Kyle E. Juracek Prepared in cooperation with the Kansas Water Office Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2011 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. -
© 2006 Barbo-Carlson Enterprises Soderstrom Elementary Bethany
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