DOCSLIB.ORG

Flood Insurance Study Number 20155Cv000a

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Flood Insurance Study Number 20155Cv000a RENO COUNTY, KANSAS AND INCORPORATED AREAS COMMUNITY COMMUNITY NAME NUMBER * Abbyville, City of 200416 Arlington, City of 200464 Buhler, City of 200472 Haven, City of 200503 Hutchinson, City of 200283 * Langdon, City of 200364 Nickerson, City of 200284 * Partridge, City of 200446 * Plevna, City of 200423 Pretty Prairie, City of 200549 Reno County 200567 Unincorporated Areas South Hutchinson, City of 200530 Reno County Sylvia, City of 200515 Turon, City of 200865 Willowbrook, City of 200285 * Non Flood Prone January 6, 2010 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 20155CV000A NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program (NFIP) have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) report may not contain all data available within the Community Map Repository. Please contact the Community Map Repository for any additional data. Part or all of this Flood Insurance Study may be revised and republished at any time. In addition, part of this Flood Insurance Study may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the Flood Insurance Study. It is, therefore, the responsibility of the user to consult with community officials and to check the community repository to obtain the most current Flood Insurance Study components. Initial Countywide FIS Effective Date: September 28, 1990 Revised Countywide FIS Dates: February 4, 1998 July 19, 2000 January 6, 2010 TABLE OF CONTENTS Page 1.0 INTRODUCTION ............................................................................................................. 1 1.1 Purpose of Study .................................................................................................... 1 1.2 Authority and Acknowledgments ........................................................................... 1 1.3 Coordination ........................................................................................................... 2 2.0 AREA STUDIED ............................................................................................................... 2 2.1 Scope of Study ....................................................................................................... 2 2.2 Community Description ......................................................................................... 2 2.3 Principal Flood Problems ....................................................................................... 3 2.4 Flood Protection Measures ..................................................................................... 3 3.0 ENGINEERING METHODS ........................................................................................... 4 3.1 Hydrologic Analyses .............................................................................................. 4 3.2 Hydraulic Analyses ................................................................................................ 5 3.3 Vertical Datum ...................................................................................................... 9 4.0 FLOODPLAIN MANAGEMENT APPLICATIONS .................................................. 10 4.1 Floodplain Boundaries ......................................................................................... 10 4.2 Floodways ............................................................................................................ 11 5.0 INSURANCE APPLICATION ...................................................................................... 29 6.0 FLOOD INSURANCE RATE MAP .............................................................................. 30 7.0 OTHER STUDIES .......................................................................................................... 30 8.0 LOCATION OF DATA .................................................................................................. 32 9.0 BIBLIOGRAPHY AND REFERENCES ...................................................................... 32 i TABLE OF CONTENTS (continued) Page FIGURES Figure 1 - Floodway Schematic .......................................................................................................... 29 TABLES Table 1- Discharge History ................................................................................................................... 3 Table 2- Summary of Discharges ......................................................................................................... 6 Table 3 - Floodway Data .................................................................................................................... 12 Table 4 - Community Map History ..................................................................................................... 31 EXHIBITS Exhibit 1 - Flood Profiles Arkansas River ..................................................................................................................... 01P-05P Bull Creek .................................................................................................................................... 06P Cow Creek ................................................................................................................................... 07P Cow Creek Tributary C ............................................................................................................... 08P Gar Creek ............................................................................................................................. 09P-11P Little Arkansas River ............................................................................................................ 12P-14P Little Arkansas River Tributary A ........................................................................................ 15P-17P Little Arkansas River Tributary B ............................................................................................... 18P North Fork Ninnescah River ................................................................................................ 19P-21P Plum Creek ........................................................................................................................... 22P-28P Salt Creek ............................................................................................................................. 29P-34P Salt Creek Tributary A ................................................................................................................ 35P Salt Creek Tributary B ................................................................................................................ 36P Sand Creek ........................................................................................................................... 37P-39P Silver Creek Tributary .......................................................................................................... 40P-41P Smoots Creek .............................................................................................................................. 42P Smoots Creek Tributary .............................................................................................................. 43P Unnamed Tributary to Sand Creek ....................................................................................... 44P-45P PUBLISHED SEPARATELY: Flood Insurance Rate Map Index Flood Insurance Rate Map ii FLOOD INSURANCE STUDY RENO COUNTY, KANSAS AND INCORPORATED AREAS 1.0 INTRODUCTION 1.1 Purpose of Study This Flood Insurance Study (FIS) revises and updates information on the existence and severity of flood hazards in the geographic area of Reno County, Kansas, including the Cities of Abbyville, Arlington, Buhler, Haven, Hutchinson, Langdon, Nickerson, Partridge, Plevna, Pretty Prairie, South Hutchinson, Sylvia, Turon, and Willowbrook and the unincorporated areas of Reno County (referred to collectively herein as Reno County), and aids in the administration of the National Flood Insurance Act of 1968 and the Flood Disaster Protection Act of 1973. This study has developed flood risk data for various areas of the community that will be used to establish actuarial flood insurance rates and assist the community in its efforts to promote sound floodplain management. Minimum floodplain management requirements for participation in the National Flood Insurance Program (NFIP) are set forth in the Code of Federal Regulations at 44 CFR, 60.3. Please note that the Cities of Abbeyville, Langdon, Partridge, and Plevna are non- floodprone. In some states or communities, floodplain management criteria or regulations may exist that are more restrictive or comprehensive than the minimum Federal requirements. In such cases, the more restrictive criteria take precedence and the State (or other jurisdictional agency) will be able to explain them. The Digital Flood Insurance Rate Map (DFIRM) and FIS Report for this countywide study have been produced in digital format. Flood hazard information was converted to meet the Federal Emergency Management Agency (FEMA) DFIRM database specifications and Geographic Information System (GIS) format requirements. The flood hazard information was created and is provided in a digital format so that it can be incorporated into a local GIS and be accessed more easily by the community. 1.2 Authority and Acknowledgments The sources of authority for this Flood Insurance Study are the National Flood Insurance Act of 1968 and the Flood Disaster
Load more

Recommended publications
  • Hydrology Report Cow Watershed
    HYDROLOGY REPORT COW WATERSHED UNDER CONTRACT WITH: KANSAS DEPARTMENT OF AGRICULTURE Division of Water Resources CONTRACT NO: EMW-2015-CA-00078 PREPARED BY: AMEC FOSTER WHEELER ENVIRONMENT & INFRASTRUCTURE INC. 100 SE 9TH STREET, SUITE 400 TOPEKA, KS 66612 March 2016 INTRODUCTION This report presents the hydrologic analyses for the detailed Zone AE and approximate Zone A designated streams in the Cow Watershed (HUC8 11030011), which lies within the Kansas Counties of Barton, Ellsworth, Reno, and Rice. This project consists of new detailed hydrologic and hydraulic studies using current watershed characteristics and new detailed topography for 51 stream miles of streams that will be modeled by detailed methods resulting in Zone AE floodplains with a floodway, and 912 stream miles of streams that will be studied by approximate methods resulting in updated Zone A floodplains. It was requested to perform enhanced hydrology on approximately 7.0 stream miles of Zone A streams based on a rainfall-runoff model, and to distribute enhanced hydrology on approximately 15.6 stream miles of Bull Creek, a Zone A stream, based on the extrapolation of flows from an effective Letter of Map Revision (LOMR). In addition, statistical gage analysis was performed for approximately 66.4 stream miles of Cow Creek, which is a Zone A stream. For streams not included in a detailed hydrologic study, approximate Zone A hydrology was performed using localized regression equations, generated from the results of the detailed rainfall-runoff models that were developed for this watershed. A summary of the streams that were studied is shown in Table 1. A figure that shows the type of hydrologic method used for each stream is shown in Figure 1.
    [Show full text]
  • ARCHEOLOGICAL REMAINS in CENTRAL KANSAS Pm THEIR POSSIBLE BEARING on the LOCATION of OUIVIRA
    SMITHSONIAN MISCELLANEOUS COLLECTIONS NUMBER 7 ARCHEOLOGICAL REMAINS IN CENTRAL KANSAS pM THEIR POSSIBLE BEARING ON THE LOCATION OF OUIVIRA (With 10 Plates) BY m WALDO R. WEDEL Assistant Curator, Division of ArcheotSgyr U. S. National Museum (Publication 3647) CITY OF WASHINGTON PUBLISHED BY THE SMITHSONIAN INSTITUTION JANUARY 15, 1942 SMITHSONIAN MISCELLANEOUS COLLECTIONS VOLUME 101. NUMBER 7 ARCHEOLOGICAL REMAINS IN CENTRAL KANSAS AND THEIR POSSIBLE BEARING ON THE LOCATION OF OUIVIRA (With 10 Plates) BY WALDO R. WEDEL Assistant Curator, Division of Archeology U. S. National Museum (Publication 3647) CITY OF WASHINGTON PUBLISHED BY THE SMITHSONIAN INSTITUTION JANUARY 15, 1942 £ovb QBafitmove (pv tea BALTIMORE, MD., 0. 8. A. ARCHEOLOGICAL REMAINS IN CENTRAL KANSAS AND THEIR POSSIBLE BEARING ON THE LOCATION OF QUIVIRA WALDO R. WEDEL Assistant Curator, Division of Archeology, U. S. National Museum (With io Plates) The archeological survey of Kansas begun by the United States National Museum in 1937, and continued each summer thereafter under the writer’s direction, in 1940 was carried into the Arkansas River basin in the central and southern parts of the State. Archeologi- cal remains in this region had previously been accorded virtually no attention by trained investigators, though the presence of pottery- bearing sites was reported as long ago as 1873 (Mudge, 1896, p. 70). The Arkansas River is one of the largest streams of the central Great Plains, and its lower reaches in Oklahoma and Arkansas were for- merly the seat of several highly advanced native civilizations. It was hoped that some of the village sites in its drainage basin in central Kansas might provide clues toward a cross dating of Plains cultures with lower Mississippi Valley archeological horizons.
    [Show full text]
  • Summary of Hydrologic Conditions in Kansas, 2013 Water Year by Arin J
    Summary of Hydrologic Conditions in Kansas, 2013 Water Year By Arin J. Peters and Teresa J. Rasmussen The U.S. Geological Survey (USGS) Kansas Water Science Center (KSWSC), in cooperation with local, State, and other Federal agencies, maintains a long-term network of hydrologic monitoring gages in the State of Kansas. These include 195 real-time streamflow-gaging stations (herein gages) and 12 real-time reservoir-level monitoring stations. These data and associated analysis, accumulated for many years, provide a unique overview of hydrologic conditions and help improve our understanding of our water resources. Real-time streamflow data are verified throughout the year with analysis of regular streamflow measurements made by USGS hydrographers. This information is made available to cooperating agencies as well as other water resource manag- ers and the general public at http://waterdata.usgs.gov/ks/nwis. Yearly hydrologic conditions are determined by comparing statistical analyses of current and historical water year (WY) data for the period of record. A water year is defined as the 12-month period from October 1 through September 30 and is designated by the calendar year in which it ends. These analyses are used by local, state, and other Federal agencies in protecting life and property and therefore need to be produced promptly and accurately. Other uses of these data include managing water rights and municipal supply needs, as well as conservation for agricultural, ecological, and recreational uses. Statewide Precipitation Overview Drought conditions began intensifying statewide in 2011, U.S. Geological Survey streamflow-gaging station leading to most of Kansas being in either Extreme or Excep- 06891200, Wakarusa River near Wakarusa, Kansas tional Drought to start the 2013 water year (U.S.
    [Show full text]
  • Coronado, Quivira, and Kansas: an Archeologist's View
    University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Great Plains Quarterly Great Plains Studies, Center for 1990 Coronado, Quivira, and Kansas: An Archeologist's View Waldo R. Weldel National Museum of Natural History Follow this and additional works at: https://digitalcommons.unl.edu/greatplainsquarterly Part of the Other International and Area Studies Commons Weldel, Waldo R., "Coronado, Quivira, and Kansas: An Archeologist's View" (1990). Great Plains Quarterly. 501. https://digitalcommons.unl.edu/greatplainsquarterly/501 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. CORONADO, QUIVIRA, AND KANSAS AN ARCHEOLOGIST'S VIEW WALDO R. WEDEL Four hundred and forty-nine years ago this a year or two after Francisco Pizarro, a cousin summer, the Kansas prairies were visited for the of Cortez, plundered the Inca capital of Cuzco first time by white men. These were a select in Peru, greatly enriching himself and returning group of Spanish adventurers from Mexico led another fabulous fortune to Spain. Within two by a thirty-year-old nobleman by the name of years of his coming, Don Francisco married a Francisco Vazquez de Coronado. Francisco was beautiful, wealthy, and well-connected heiress. a lad of eleven years when Hernando Cortez By 1538, three years after his arrival in Mexico looted the Aztec capital of Tenochtitlan, now and while he was still only twenty-eight years Mexico City, and sent back to Spain a vast old, Coronado was appointed to the governor­ treasure in gold, silver, and precious stones.
    [Show full text]
  • Cow Creek and Little Cow Creek (Above Willowbrook) Water Quality Impairment: Chloride (Cl)
    LOWER ARKANSAS RIVER BASIN TOTAL MAXIMUM DAILY LOAD Waterbody: Cow Creek and Little Cow Creek (above Willowbrook) Water Quality Impairment: Chloride (Cl) 1. INTRODUCATION AND PROBLEM IDENTIFICATION Sub-basin: Cow Counties: Barton, Ellsworth, Rice, and Reno HUC 8: 11030011 HUC 11 (14): 010 (010,020,030, 040, 050, 060, and 070) 020 (010, 020, 030, 040, 050, and 060) 030 (010, 020, 030, 040, 050, 060, and 070) Ecoregion: Central Great Plains, Rolling Plains and Breaks (27b) Central Great Plains, Great Bend Sand Prairie (27c) Drainage Area: Approximately 886 square miles Main Stem Segments: WQLS: 1, 2, 3, 5, 6; starting at Water Quality Monitoring Site 522 and traveling upstream to northeastern Barton County and southwestern Ellsworth County (Figure 1). Main Stem Segment with Tributaries by HUC 8 and Watershed/Station Number: HUC 8: 11030011 Watershed: Cow Creek (Willowbrook) Station 522 Cow Cr (1) Dry Cr (22) Jarvis Cr (19) Owl Cr (18) HUC 8: 11030011 Watershed: Little Cow Creek Station 656 Little Cow Cr (2) Salt Cr (21) HUC 8: 11030011 Watershed: Cow Creek (Lyons) Station 657 Cow Cr (3) Spring Cr (20) Lost Cr (17) Plum Cr (4) Cow Cr (5) Little Cheyenne Cr (7) Cow Cr(6) 1 Designated Uses: For Main Stem Segments (1, 2, 3, 5, 6,): General Purpose Waters; Expected Aquatic Life Support; Domestic Water Supply (except segment 2); Groundwater Recharge; For Stem Segment (7): Exceptional State Waters; Special Aquatic Life Support; Groundwater Recharge For Stem Segments (4, 17, 18, 19, 20, 21, 22): General Purpose Waters; Expected Aquatic Life Support;
    [Show full text]
  • Ornl/Sw/3464/4 Geology and Hydrology of the Proposed Lyons, Kansas
    ORNL/SW/3464/4 GEOLOGY AND HYDROLOGY OF THE PROPOSED LYONS, KANSAS, RADIOACTIVE WASTE REPOSITORY SITE FINAL REPORT Compiled by: Staff of Kansas Geological Survey under direction of Ernest E. Angino and William W. Hambleton March 1971 This report was prepared by the State Geological Survey of Kansas and the University of Kansas Center for Research, Inc., under the provisions of Subcontract 3484 between the University of Kansas Center for Research, Inc., and Union Carbide Corpo- ration, Nuclear Division. The subcontract was administered by Oak Ridge National Laboratory. •' OFFIGE.OF WASTE ISOLATION , OAK RIDGE.: TENNESSEE prepared for the U.S. ENERGY RESEARCH AND DEVELOPMENT ADMINISTRATION under U.S. GOVERNMENT Contract W-7405 eng 26 This document was written as an informal report of an investi- gation. As such, it was not expected to conform to UCC-ND's scientific/technical standards for a formal report nor does it meet standards with respect to format, editing, composition or binding. It contains information which may be preliminary, fragmentary or.of limited scope. The assumptions, views, and conclusions expressed in this document are those of the authors and are not to be interpreted as those of Union Carbide Corpo- ration, Nuclear Division, or USERDA. DISTRIBUTION OF THIS DOCUMENT IS UNUNUT&D FINAL REPORT Geology and Hydrology of the Proposed Lyons, Kansas Radioac-tive Waste Repository Site Compiled by: Staff of Kansas Geological Survey under direction of Ernest E. Angino and William W. Hambleton March 1971 Prepared by the State Geological Survey of Kansas and the University of Kansas Center for Research, Inc., for the U.S.
    [Show full text]