Waconda Lake WRAPS 9 Element Watershed Protection Plan
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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 -
Niobrara, Lower Platte, and Kansas River Basin
Niobrara, Lower Platte, and Kansas River Basin Calendar Year 2016 Summary of Actual Operations and Calendar Year 2017 Annual Operating Plans U.S. Department of Interior Bureau of Reclamation Great Plains Region Table of Contents SYNOPSIS ................................................................................................................................................ 1 General ................................................................................................................................................... 1 2016 SUMMARY ..................................................................................................................................... 1 Climatic Conditions ............................................................................................................................... 1 Storage Reservoirs ................................................................................................................................. 2 Water Service ......................................................................................................................................... 4 Fish and Wildlife and Recreation Benefits ............................................................................................ 4 2017 Outlook .......................................................................................................................................... 5 2016 HEADLINES .................................................................................................................................. -
Kansas Resource Management Plan and Record of Decision
United States Department of the Interior Bureau of Land Management Tulsa District Oklahoma Resource Area September 1991 KANSAS RESOURCE MANAGEMENT PLAN Dear Reader: This doCument contains the combined Kansas Record of Decision (ROD) and Resource Management Plan (RMP). The ROD and RMP are combined to streamline our mandated land-use-planning requirements and to provide the reader with a useable finished product. The ROD records the decisions of the Bureau of Land Management (BLM) for administration of approximately 744,000 acres of Federal mineral estate within the Kansas Planning Area. The Planning Area encompasses BLM adm in i sterad sp 1 it-estate mi nera 1 s and Federa 1 minerals under Federal surface administered by other Federal Agencies within the State of Kansas. The Kansas RMP and appendices provide direction and guidance to BLM Managers in the formulation of decisions effecting the management of Federal mineral estate within the planning area for the next 15 years. The Kansas RMP was extracted from the Proposed Kansas RMP/FIES. The issuance of this ROD and RMP completes the BLM land use planning process for the State of Kansas. We now move to implementation of the plan. We wish to thank all the individuals and groups who participated in this effort these past two years, without their help we could not have completed this process. er~ 1_' Area Manager Oklahoma Resource Area RECORD OF DECISION on the Proposed Kansas Resource Management Plan and Final Environmental Impact Statement September 1991 RECORD OF DECISION The decision is hereby made to approve the proposed decision as described in the Proposed Kansas Resource Management Plan/Final Env ironmental Impact Statement (RMP/FEIS July 1991), MANAGEMENT CONSZOERATXONS The decision to approve the Proposed Plan is based on: (1) the input received from the public, other Federal and state agencies; (2) the environmental analysis for the alternatives considered in the Draft RMP/Oraft EIS, as we11 as the Proposed Kansas RMP/FEIS. -
Kansas River Basin Model
Kansas River Basin Model Edward Parker, P.E. US Army Corps of Engineers Kansas City District KANSAS CITY DISTRICT NEBRASKA IOWA RATHBUN M I HARLAN COUNTY S S I LONG S S I SMITHVILLE BRANCH P TUTTLE P CREEK I URI PERRY SSO K MI ANS AS R I MILFORD R. V CLINTON E WILSON BLUE SPRINGS R POMONA LONGVIEW HARRY S. TRUMAN R COLO. KANOPOLIS MELVERN HILLSDALE IV ER Lake of the Ozarks STOCKTON KANSAS POMME DE TERRE MISSOURI US Army Corps of Engineers Kansas City District Kansas River Basin Operation Challenges • Protect nesting Least Terns and Piping Plovers that have taken residence along the Kansas River. • Supply navigation water support for the Missouri River. • Reviewing requests from the State of Kansas and the USBR to alter the standard operation to improve support for recreation, irrigation, fish & wildlife. US Army Corps of Engineers Kansas City District Model Requirements • Model Period 1/1/1920 through 12/31/2000 • Six-Hour routing period • Forecast local inflow using recession • Use historic pan evaporation – Monthly vary pan coefficient • Parallel and tandem operation • Consider all authorized puposes • Use current method of flood control US Army Corps of Engineers Kansas City District Model PMP Revisions • Model period from 1/1/1929 through 12/30/2001 • Mean daily flows for modeling rather than 6-hour data derived from mean daily flow values. • Delete the requirement to forecast future hydrologic conditions. • Average monthly lake evaporation rather than daily • Utilize a standard pan evaporation coefficient of 0.7 rather than a monthly varying value. • Separate the study basin between the Smoky River Basin and the Republican/Kansas River Basin. -
Glen Elder Dam (Kansas)
Project Profile Glen Elder Dam Glen Elder, Kansas Project Profile(2010) Project Summary The US Bureau of Reclamation completed original construction of the Glen Elder Dam and Spillway in 1968. This dam serves multiple purposes in controlling flooding as well as creating Waconda Lake which is used for municipal and irrigation water. The 664 ft wide spillway underwent significant renovation of the inlet slabs in early 2010. The existing concrete in both the inlet apron and the pier noses/gate structure had extensive deterioration due to freeze-thaw damage which promoted alkali-silica reaction. The repair procedure consisted of removing deteriorated concrete using hydro-demolition and replacing new concrete back to the existing lines and grades. Due to uneven deterioration, the removed concrete varied from full-depth removal (18”) to intermediate removals ranging to the areas of sound concrete. The islands of good concrete were saw-cut at sharp angles (image 1). Further, the replacement concrete coarse aggregate was only locally available in 1/2” nominal, which further increased concerns regarding shrinkage cracking. Islands of sound concrete remain after removing Extensive shrinkage cracking appears 1-2 weeks uneven depths of deteriorated concrete. after pouring concrete mix without PREVent-C. When the new concrete was placed, extensive shrinkage cracking occurred within the first seven days. The concrvete mix was re- evaluated for improvements before proceeding further. Convention SRAs based on glycol ether were considered and may have improved the shrinkage cracking moderately, but were not chosen based on their potential effects on compressive strength gain as well as freeze- thaw durability concerns. -
Lake Level Management Plans Water Year 2017
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2017 KANSAS WATER OFFICE 2016 CORPS OF ENGINEERS, KANSAS CITY DISTRICT ............................................................................................................................................................ 1 CLINTON LAKE ............................................................................................................................................................................................................ 3 HILLSDALE LAKE ......................................................................................................................................................................................................... 5 KANOPOLIS LAKE ........................................................................................................................................................................................................ 7 MELVERN LAKE ........................................................................................................................................................................................................... 9 MILFORD LAKE ......................................................................................................................................................................................................... 11 PERRY LAKE ............................................................................................................................................................................................................. -
Glen Elder District Fisheries Vol
Glen Elder District Fisheries Vol. 2, Issue 2 Kansas Department of Wildlife, Parks, & Tourism Fisheries Division Fall 2011 Fall Offers Some of the Finest Angling About the time many anglers are putting away their favorite fishing rods, storing tackle, and winterizing the boat until next spring, most area lakes and reservoirs begin to experience a change in fishing patterns. The good news for those anglers still out there hitting the water, is that this a change for the better. While some anglers realize what a tremendous opportunity is available to them between now and first ice, others are already carrying a shotgun or bow through the woods. Below is a summary of what can be expected if you choose to extend your angling season a couple of months this fall. Using past angler reports, personal experience, and observations from annual fall sampling, the guide below will at least give you an idea of where to start. Crappie: These guys have just about become a year-round fishery on most major reservoirs. They can be caught through the ice, during the spawn, and now there is a good summertime bite (both deep and shallow) that has started catching on around here. Fall is no different in that the crappie are out there and ready to bite if you can find them. As the water cools, the crappie tend to congregate, many of them migrating to the brush piles and other structure in the reservoir. Anglers tend to do well hitting these areas with jigs, spoons, and minnows. During our fall sampling, we see good numbers of fish shallow, as well. -
Kirwin Lake WRAPS 9 Element Watershed Protection Plan
Kirwin Lake WRAPS 9 Element Watershed Protection Plan Water Quality Impairments Directly Addressed: • Kirwin Lake Eutrophication TMDL (Medium Priority) Other Impairments Which Stand to Benefit from Watershed Plan Implementation: • Kirwin Lake Dissolved Oxygen TMDL (Medium Priority) • Bow Creek Near Stockton Total Phosphorous 303(d) listing • North Fork Solomon River Near Glade Total Phosphorous 303(d) listing • Logan City Lake Eutrophication 303(d) listing Determination of Priority Areas Information collected by the Graham, Norton and Phillips county NRCS offices was used by KSU in a SWAT model to identify priority HUC12s. Because of extremely low soil erosion rates, the SLT requested KDHE verify the SWAT model results. KDHE used the Cropland/Slope Analysis method to verify the SWAT model data. The results confirmed the SWAT results identifying nine HUC12s. This method also identified eleven additional HUC12s as significant potential sediment contributors. The SLT agreed to develop two priority area, Tiers 1 and 2, above Kirwin Lake to focus BMP implementation towards addressing nonpoint source impairment issues. Best Management Practice and Load Reduction Goals Phosphorus Load to Watershed Plan Kirwin Lake Current Meet Kirwin Lake Phosphorus Load Phosphorus Load EU TMDL (143,000 lbs/yr) Reduction Goal (48,400 lbs/yr) (94,600 lbs/yr) BMPs to be implemented in association Watershed Plan Duration and Costs with Watershed Plan: • Total plan length = 30 years • Cropland-related BMPs o Load reduction goal of plan met during year 30 o Permanent vegetation • o Grassed waterways Total plan cost = $25,802,172 Cropland BMP Implementation o No-till cropland production o . $15,638,153 o Terraces Livestock BMP Implementation o Nutrient management o . -
Lower Solomon River Subbasin
Lower Solomon River Subbasin 2008 - Field Analysis Summary Subbasin Water Resource Management Program Division of Water Resources Kansas Department of Agriculture nd 109 SW Ninth Street – 2 Floor Topeka, KS 66612-1283 785-296-6087 Table of Contents I. Introduction ..................................................................................................................................3 II. Precipitation ................................................................................................................................5 III. Surface Water.............................................................................................................................6 IV. Groundwater ............................................................................................................................10 V. Water Use ..................................................................................................................................16 VI. Conclusions..............................................................................................................................17 VII. Appendix ................................................................................................................................17 Figures Figure 1: Solomon River Basin divided into subbasins .................................................................. 4 Figure 2: Lower Solomon Subbasin precipitation 1900-2007 ........................................................ 5 Figure 3: 2008 Monthly Average Precipitation ............................................................................. -
Kansas Department of Health and Environment Division of Environment 1000 S.W
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION 7 901 NORTH 5TH STREET KANSAS CITY, KANSAS 66101 AUG 1 2 2mu Mr. John Mitchell, Director Kansas Department of Health and Environment Division of Environment 1000 S.W. Jackson St., Suite 540 Topeka, Kansas 66612-1368 Dear Mr. Mitchell: On March 31,2010, the Kansas Department of Health and Environment (KDHE) submitted the Kansas (KS) 2010 Section (§) 303(d) list as required by § 303(d) (1 ) of the Clean Water Act (CWA). With today's letter, we have completed the review of the KS 2010 § 303( d) list of impaired waters. The list identifies classified stream segments, lakes, and wetlands of the state which are impaired and for which Total Maximum Daily Loads (TMDLs) shall be developed. EPA received, in a separate submittal, the KS 2010 CWA § 305(b) report on April 1, 2010. Today's action is on the KS 2010 § 303(d) list. As Director ofthe Water, Wetlands and Pesticides Division, I am charged with the responsibility of reviewing and approving or disapproving state 303(d) lists under CWA § 303(c). I am hereby approving the KS 2010 § 303(d) list for the following: • 1387 water bodies (1311 stream segments and 76 lakes) for which a pollutant has caused, is suspected of causing, or is projected to cause an impairment or threat of impairment of one or more designated uses and the establishment of a TMDL is required. • 3045 water body/ pollutant combinations (2492 stream segment and 103 lake pollutant combinations ). The enclosure to this letter provides a more detailed description of EPA's approval rationale. -
Deposition of Selenium and Other Constituents in Reservoir Bottom Sediment of the Solomon River Basin, North-Central Kansas
Prepared in cooperation with the O'O BUREAU OF RECLAMATION Deposition of Selenium and Other Constituents in Reservoir Bottom Sediment of the Solomon River Basin, North-Central Kansas Water-Resources Investigations Report 99-4230 U.S. Department of the Interior U.S. Geological Survey B. E. D. A. Dam overlooking Kirwin Reservoir B. Waconda Lake C. Webster Reservoir D. Kirwin National Wildlife Refuge E. Gravity corer mounted on pontoon boat (photographs A-D taken by author; photograph E taken by David P. Mau, U.S. Geological Survey, Lawrence, Kansas) U.S. Department of the Interior U.S. Geological Survey Prepared in cooperation with the BUREAU OF RECLAMATION Deposition of Selenium and Other Constituents in Reservoir Bottom Sediment of the Solomon River Basin, North-Central Kansas By VICTORIA G. CHRISTENSEN Water-Resources Investigations Report 99-4230 Lawrence, Kansas 1999 U.S. Department of the Interior Bruce Babbitt, Secretary U.S. Geological Survey Charles G. Groat, Director The use of brand, firm, or trade names in this report is for identification 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: District Chief U.S. Geological Survey U.S. Geological Survey Information Services 4821 Quail Crest Place Building 810 Lawrence, KS 66049-3839 Box 25286, Federal Center Denver, CO 80225-0286 CONTENTS Abstract...............................................................................................................^ 1 Introduction -
Geologic Construction-Material Resources in Mitchell ^County, Kansas
GEOLOGICAL SURVEY CIRCULAR 106 June 1951 GEOLOGIC CONSTRUCTION-MATERIAL RESOURCES IN MITCHELL ^COUNTY, KANSAS Frank E. Byrne, Wendell B. Johnson, and Denzil W. Bergman PREPARED IN COOPERATION WITH THE STATE HIGHWAY COMMISSION OF KANSAS R. C. Keeling, State Highway Engineer S. E. Horner, Chie* Geologist R. D. Finney, Chief Engineer Prepared as Part of a Program of the Department of the Interior for Development of the Missouri River Basin UNITED STATES DEPARTMENT OF THE INTERIOR Oscar L. Chapman, Secretary GEOLOGICAL SURVEY W. E. Wrather, Director Washington, D. C. Free on application to the Geological Survey, Washington 25, D. C. CONTENTS Page Page Introduction. .............. l Sanborn formation ......... 15 Purpose of the investigation ..... 1 Areal distribution ....... 15 Geography ............./1 General description ...... 16 Area covered by the investigation. 1 Representative measured section 16 Topography .......... 1 Thickness ........... 16 Drainage. ........... 1 Construction materials ..... 16 Climate ............ 1 Terrace deposits. ......... 16 Transportation routes ...... 3 Areal distribution ....... 16 Investigation procedure ....... 3 General description ...... 16 Acknowledgments .......... 3 Representative measured section 17 Characteristics of the outcropping Thickness ........... 17 stratigraphic units ........... 4 Construction materials ..... 17 General .............. 4 Alluvium ............. 17 Dakota sandstone .......... 4 Areal distribution ........ 17 Areal distribution. ....... 4 General description ...... 17 General