Little Arkansas River from Alta Mills to Valley Center Water Quality Impairment: Total Phosphorous and Dissolved Oxygen

Total Page:16

File Type:pdf, Size:1020Kb

Little Arkansas River from Alta Mills to Valley Center Water Quality Impairment: Total Phosphorous and Dissolved Oxygen LOWER ARKANSAS RIVER BASIN TOTAL MAXIMUM DAILY LOAD Waterbody: Little Arkansas River from Alta Mills to Valley Center Water Quality Impairment: Total Phosphorous and Dissolved Oxygen 1. INTRODUCTION Subbasin: Little Arkansas Ecoregions: Central Great Plains (27): Great Bend Sand Prairie (c) and Wellington-McPherson Lowland (d) Counties: Harvey (HV), Marion (MN), McPherson (MP), Reno (RN), Rice (RC), and Sedgwick (SG) Drainage Area: 1039.6 square miles (mi2) HUC8: 11030012 HUC10 (12): 01 (01, 02, 03, 04, 05, 06, 07) 02 (01, 02, 03, 09) 03 (01, 02, 03, 04, 05, 06, 07) 04 (01, 02, 03, 04, 07, 08) 05 (02) Water Quality Limited Segments (Table 1; Figure 1) Table 1. Main stem and tributary water quality limited segments in the Little Arkansas River Watershed. Main Stem Tributary Tributary of Tributary HUC8 11030012 Horse Cr (19) – Salt Cr (21) – Little Arkansas R (14) Dry Cr (22) – Lone Tree Cr (20) – Sand Cr (23) – Little Arkansas R (10) Black Kettle Cr (368) – Little Arkansas R (9) Kisiwa Cr (15) – Emma Cr, Middle (7) Little Arkansas R (5) Emma Cr (6) Emma Cr, West (8) Little Arkansas R (3) – – Gooseberry Cr (17) Little Arkansas R (1) Jester Cr (2) Jester Cr, W Fk (18) Jester Cr, E Fk (9002) Definition: – - No tributary. 1 Figure 1. Map of water quality impaired segments and contributing areas for Kansas Department of Health and Environment stream chemistry (SC) stations, as well as ancillary water quality stations. Designated Uses by Segment (Table 2) Table 2. Designated uses for main stem and tributary segments for the Little Arkansas River Watershed (Kansas Surface Water Register, 2013). Food Ground- Live- Aquatic Contact Domestic Stream Segment Procure- water Industrial Irrigation stock Life Recreation Supply ment Recharge Watering HUC8: 11030012 Little Arkansas R 14 E B Y Y Y Y Y Y Horse Cr 19 E b Y Y Y Y Y Y Salt Cr 21 E b N Y N N N N Dry Cr 22 E b N Y Y N N Y Lone Tree Cr 20 E b N Y Y N Y Y Sand Cr 23 E C N Y Y N Y Y Little Arkansas R 10 E C Y Y Y Y Y Y 2 Food Ground- Live- Aquatic Contact Domestic Stream Segment Procure- water Industrial Irrigation stock Life Recreation Supply ment Recharge Watering HUC8: 11030012 Black Kettle Cr 368 E B Y Y Y Y Y Y Little Arkansas R 9 E C Y Y Y Y Y Y Kisiwa Cr 15 E b Y Y Y Y Y Y Little Arkansas R 5 E C Y Y Y Y Y Y Emma Cr 6 E b Y Y Y Y Y Y Emma Cr, Middle 7 E B Y Y Y Y Y Y Emma Cr, West 8 E C Y Y Y Y Y Y Little Arkansas R 3 E C Y Y Y Y Y Y Little Arkansas R 1 E B Y Y Y Y Y Y Jester Cr 2 E C Y Y Y Y Y Y Gooseberry Cr 17 E b N Y N Y N N Jester Cr, W Fk 18 E C N Y N N N Y Jester Cr, E Fk 9002 E C Y Y Y Y Y Y Definitions: E - Expected aquatic life use water; B, C - Primary contact recreation stream; Y - Referenced stream segment is assigned the indicated designated use; b - Secondary contact recreation stream; N - Referenced stream segment does not support the indicated designated use. Impaired Uses: Expected aquatic life, contact recreation, and domestic water supply 303(d) Listings for Total Phosphorus, Biology, and Dissolved Oxygen Little Arkansas River at Alta Mills (SC246) Total phosphorus, category 5: 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Biology, category 4a: 2002, 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Black Kettle Creek near Halstead (SC705) Total phosphorus, category 5: 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Biology, category 4a: 2002, 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Dissolved Oxygen, category 5: 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Kisiwa Creek near Halstead (SC703) Total phosphorus, category 5: 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Biology, category 4a: 2002, 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Dissolved Oxygen, category 5: 2012, 2014, 2016, 2018, and 2020 Emma Creek near Sedgwick (SC534) Total phosphorus, category 5: 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Biology, category 4a: 2002, 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Dissolved Oxygen, category 5: 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Little Arkansas River at Valley Center (SC282) Total phosphorus, category 5: 2008, 2010, 2012, 2014, 2016, 2018, and 2020 Biology, category 4a: 2002, 2004, 2008, 2010, 2012, 2014, 2016, 2018, and 2020 3 Water Quality Criteria Narrative Nutrient Criteria 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 (K.A.R. 28-16-28e(d)(2)(A)). The introduction of plant nutrients into surface waters designated for domestic water supply use shall be controlled to prevent interference with the production of drinking water (K.A.R. 28-16- 28e(d)(3)(D)). The introduction of plant nutrients into surface waters designated for primary or secondary contact recreational use shall be controlled to prevent the development of objectionable concentrations of algae or algal by-products or nuisance growths of submersed, floating, or emergent aquatic vegetation (K.A.R. 28-16-28e(d)(7)(A)). Taste-producing and odor-producing substances of artificial origin shall not occur in surface waters at concentrations that interfere with the production of potable water by conventional water treatment processes, that impart an unpalatable flavor to edible aquatic or semiaquatic life or terrestrial wildlife, or that result in noticeable odors in the vicinity of surface waters (K.A.R. 28-16-28e(b)(7)). Numeric Dissolved Oxygen Criteria The concentration of dissolved oxygen in surface waters shall not be lowered by the influence of artificial sources of pollution. The Dissolved Oxygen criterion is 5.0 mg/L (K.A.R. 28-16-28e(e), Table 1g). Numeric pH Criteria Artificial sources of pollution shall not cause the pH of any surface water outside of a zone of initial dilution to be below 6.5 and above 8.5 (K.A.R. 28-16-28e(e), Table 1g). 2. CURRENT WATER QUALITY CONDITIONS AND DESIRED ENDPOINT Level of Support for Designated Uses under 2020 303(d) Phosphorus levels in the Little Arkansas River are consistently high. Excessive nutrients are not being controlled and are thus impairing aquatic life, contact recreation, and domestic water supply. The ultimate endpoint of this Total Maximum Daily Load (TMDL) will be to achieve the Kansas Surface Water Quality Standards by eliminating excessive primary productivity and impairment to aquatic life, recreation, and domestic water supply associated with excessive phosphorus. Station Location and Period of Record Stream Chemistry (SC) Stations – Kansas Department of Health and Environment SC246: Active permanent station for Little Arkansas River at Alta Mills, located at latitude 38.112, longitude -97.592. Period of record: March 21, 1990 to December 10, 2019. 4 SC705: Active rotational station for Black Kettle Creek near Halstead, located at latitude 38.029, longitude -97.521. Period of record: May 3, 1995 to November 28, 2018. SC703: Active rotational station for Kisiwa Creek near Halstead, located at latitude 37.957, longitude -97.501. Period of record: July 13, 1994 to November 28, 2018. SC534: Active rotational station for Emma Creek near Sedgwick, located at latitude 37.956, longitude -97.442. Period of record: March 21, 1990 to November 28, 2018. SC282: Active permanent station for Little Arkansas River at Valley Center, located at latitude 37.832, longitude -97.388. Period of record: March 21, 1990 to December 10, 2019. Stream Probabilistic (SP) Stations – Kansas Department of Health and Environment SPB190: Horse Creek. Period of record: 2012. SPB486: West Emma Creek. Period of record: 2015 and 2017. SPB662: Middle Emma Creek. Period of record: 2017. SPA475: Little Arkansas River. Period of record: 2009. Water Quality Stations – U.S. Geological Survey 07143665: Little Arkansas River at Alta Mills. Period of record: 2006 to 2008. 07143672: Little Arkansas River near Halstead. Period of record: 1995 to 2019. 07143965: West Emma Creek. Period of record: 2007 to 2008. 07144000: East Emma Creek. Period of record: 2007 to 2008. 07144035: Emma Creek near Sedgwick. Period of record: 2007. 375721097263300: Emma Creek at 72nd Street. Period of record: 2007 to 2008. 375350097262800: Little Arkansas River upstream of ASR Facility. Period of record: 2011 to 2019. 375348097262800: Discharge from the Little Arkansas River ASR Facility. Period of record: 2012 to 2016. 375344097261600: Little Arkansas River downstream of ASR Facility. Period of record: 2011. 07144100: Little Arkansas near Sedgwick. Period of record: 1995 to 2019. 07144200: Little Arkansas River at Valley Center. Period of record: 2006 to 2008. Stream Biology (SB) Station – Kansas Department of Health and Environment SB727: Active permanent station for Little Arkansas River, located at latitude 38.029, longitude -97.541. Period of record: 2013 to 2018. Streamflow Gages – U.S. Geological Survey 07143665: Little Arkansas River at Alta Mills. Period of record: January 1, 1990 to December 31, 2019. Located at Little Arkansas River at Alta Mills (SC246). 07144100: Little Arkansas River near Sedgwick. Period of record: October 1, 1993 to December 31, 2019. 07144200: Little Arkansas River at Valley Center. Period of record: January 1, 1990 to December 31, 2019.
Recommended publications
  • Characterization of Surface-Water
    U.S. Department of the Interior U.S. Geological Survey Characterization of Surface-Water Quality Based on Real-Time Monitoring and Regression Analysis, Quivira National Wildlife Refuge, South-Central Kansas, December 1998 Through June 2001 By VICTORIA G. CHRISTENSEN Water-Resources Investigations Report 01–4248 Prepared in cooperation with the U.S. FISH AND WILDLIFE SERVICE Lawrence, Kansas 2001 U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director 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 ........................................................................................................................................................................... 2 Purpose and Scope....................................................................................................................................................... 4 Description of Study Area ........................................................................................................................................... 4 Methods ................................................................................................................................................................................
    [Show full text]
  • Little Arkansas River Crossing Other Names/Site Number KHRI #159-113; Archeological Site #14RC1302; NPS Plan #87
    NPS Form 10-900 0MB No. 1024-0018 United States Department of the Interior 17ECEIVED 2280 National Park Service _ FEB 18 2014 National Register of Historic Places i'.lFGI STER OF HISTORIC PLACES Registration Form 1~:c\l l! ll\l.i\L PA RK SERVICE This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional certification comments, entries, and narrative items on continuation sheets if needed (NPS Form 10- 900a). 1. Name of Property historic name Little Arkansas River Crossing other names/site number KHRI #159-113; Archeological site #14RC1302; NPS Plan #87 2. Location street & number NE intersection Ave P & 30th Rd D not for publication city or town __W_ in_d_o_m__ ____ ___________________ ~ vicinity state Kansas code KS county Rice code 159 zip code 67491 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this _x_ nomination_ request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property _x_ meets __ does not meet the National Register Criteria. I recommend that this property be considered significant at the following level(s) of significance: X national statewide - local ~ eJk~ DSJ-1£() 9.-1 /.·lt Signature of c~ ing official/Title Date State or Federal agency/bureau or Tribal Government In my opinion, the property _meets_ does not meet the National Register criteria.
    [Show full text]
  • Fluvial Sediment in the Little Arkansas River Basin Kansas
    Fluvial Sediment in the Little Arkansas River Basin Kansas GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1798-B Prepared in cooperation with the City of fflichita and the Kansas Water Resources Board Fluvial Sediment in the Little Arkansas River Basin Kansas By C. D. ALBERT and G. J. STRAMEL SEDIMENTATION IN SMALL DRAINAGE BASINS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1798-B Prepared in cooperation with the City of ff^ichita and the Kansas ff^ater Resources Board UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1966 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY William T. Pecora, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price 60 cents (paper cover) CONTENTS Page Abstract__._____________ ___________.__________________________ Bl Introduction._____________________________________________________ 1 Description of the basin.___________________________________________ 2 Geology. __________________________________________ 3 Geomorphology _ ______________________________________________ 4 Soils. ______________________________-_-_-__---___ 5 Land use and vegetation.______________________________________ 7 Climate._____________________________________________________ 7 Runoff ___________________________________________________ 8 Fluvial sediment._________________________________________________ 13 Field investigations and methods._______________________________ 13 Laboratory methods.__________________________________________ 14 Suspended sediment.__________________________________________
    [Show full text]
  • United States Department of the Interior National Park Service 1
    NPS Form 10-900 VJIVID WU. I V<C-fW I (Rev. 10-90) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES REGISTRATION FORM This form is for use in nominating or requesting determinations for individual properties an< iluliltU». See instructions in How to Complete the National Register of Historic Places Registration Form (National Register Bulletin 16A). Complete each item by marking "x" in the appropriate box or by entering the information requested. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional entries and narrative items on continuation sheets (NPS Form 10-900a). Use a typewriter, word processor, or computer, to complete ail items. 1. Name of Property_________________________________________ historic name RIVERVIEW APARTMENTS_______________ other names/site number 2. Location street & number 404-408 BACK BAY BOULEVARD _______ _ not for publication _ city or town WICHITA _______________________ vicinity _ state KANSAS code KS county SEDGWICK code 173 zip code 67201 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act of 1986, as amended, I hereby certify that this XX nomination __ request for determination requirements set forth in 36 CFR Part 60. In my opinion, the property XX meets __ does not meet the National Register Criteria. I recommend that this property be considered significant _ nationally _ statewide XX locally. (_ See continuation sheet for additional comments.) r _______May 24. 2002__________ Signature of certifying official ^ Date Kansas State Historical Society_____________________________ State or Federal agency and bureau In my opinbn, the property __ meets __ does not meet the National Register criteria.
    [Show full text]
  • In the United States District Court District of Kansas
    IN THE UNITED STATES DISTRICT COURT DISTRICT OF KANSAS AUDUBON OF KANSAS, INC. ) ) Plaintiff, ) ) vs. ) Case No.: ) UNITED STATES DEPARTMENT ) OF THE INTERIOR; DAVID ) BERNHARDT, Secretary of United States ) Department of the Interior; UNITED ) STATES FISH AND WILDLIFE ) COMPLAINT FOR DECLARATORY SERVICE; AURELIA SKIPWITH, ) AND INJUNCTIVE RELIEF AND Director of United States Fish and ) REQUEST FOR MANDAMUS Wildlife Service; MICHAEL BEAM, ) Secretary of the Kansas Department of ) Agriculture, and EARL B. LEWIS, ) Chief Engineer of the Kansas ) Department of Agriculture, Division of ) Water Resources. ) ) Defendants. ) ) INTRODUCTION Audubon of Kansas brings this action on behalf of its membership against the U.S. Department of Interior, David Bernhardt in his official capacity as the Secretary of Interior, and other government entities and their agents—both federal and state—for violations of their statutory duties to protect the senior water right held by the U.S. Fish and Wildlife Service (“Service”) and relied upon by the Quivira National Wildlife Refuge (“Refuge”). The Refuge lies in the transition zone where the arid eastern and western prairies meet. As a wetland of international importance, the Refuge provides sanctuary to a wide variety of waterfowl, shorebirds, and other wetland species, several of which are listed as threatened or endangered pursuant to the federal Endangered Species Act. Since its establishment in 1955, the Refuge has grown to encompass 22,135 acres of land and wetlands—all dedicated to the purposes of conservation and protection of the numerous species of fish, plants, and wildlife inhabiting the area, especially the migratory waterfowl that rely on the Refuge’s location upon the Central Flyway.
    [Show full text]
  • Regional Context
    August 2007 REGIONAL CONTEXT Regional Transportation System Defining Regional Context The purpose of this task was to identify and summarize community specific and regional needs within and adjacent to the influence area. The recent update to the Wichita area’s Long Range Transportation Plan was a starting point with its identification of development trends and potential future transportation projects as well as its information on commuting patterns and trends, freight flows and use of all modes of transportation. The needs may include access to recreation/natural areas, development potential, and travel efficiency. System continuity at both a regional and local level was reviewed, including limited opportunities for east-west travel crossing the Wichita Valley Center Floodway commonly referred to as the “Big Ditch”. The system needs will take into account the Kansas Department of Transportation’s (KDOT) existing and proposed roadway system, including the Northwest Bypass, potential transportation improvements to be defined through the on-going South Area Transportation Study as well as any improvements completed or proposed by City or County offices. Access to regionally significant land uses in the immediate vicinity were considered including Towne West Mall, Mid-Continent Airport, Dugan Business area and several aviation manufacturers. The MPO planning area, Sedgwick County, and the Wichita Metropolitan Statistical Area, each of which has a unique boundary, are referenced in the following sections of this report. WAMPO LRTP Goals and Objectives The 2030 Long Range Transportation Plan (LRTP) is guided by a set of goals, objectives and strategies that were recommended by the LRTP Advisory Committee and approved by the Wichita Area Metropolitan Planning Organization (WAMPO).
    [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]
  • The Big Ditch: the Wichita-Valley Center Flood Control Project
    The Big Ditch: The Wichita-Valley Center Flood Control Project David Guilliams The Wichita-Valley Center Flood Control Project, commonly referred to as the "Big Ditch," protects Wichita from flooding by the Arkansas River, the Little Arkansas River, and Chisholm Creek. The name "Big Ditch" was originally derisive and started with farmers opposed to the project. The farmers, some of whom were losing their land to the federal project, saw the floodway as an example of federal Big Brother-style interference with local affairs. Years passed and the opposition faded, but the name outlived the controversy. The Big Ditch is eighteen miles long and has fifty miles of connecting channels, one hundred miles of levees, and one hundred fifty control structures, making it one of the largest water diversion projects in the United States. The Army Corps of Engineers constructed the floodway between 1950 and 1959 at a cost of $20 million. By 1975, the total amount of flood damage prevented by the project was estimated at over $33 million. While the Wichita-Valley Center Flood Control Project originally faced opposition, the results have proven that the money spent on, the project was justified.1 Before looking at the construction of the Big Ditch, it is necessary to examine the reasons for its construction. Because Wichita is situated at the confluence of the Arkansas River and the Little Arkansas River, there has always been a problem with flooding. In 1877, the rivers flooded the downtown area, with water "flowing southeast across Main and Second, to the corner of Douglas and Topeka, to Kellogg and St.
    [Show full text]
  • Flood Damages Suffered in the United States During Water Year 2008
    FLOOD DAMAGES SUFFERED IN THE UNITED STATES DURING WATER YEAR 2008 Flood damages during Water Year 2008 (October 2007-September 200) totaled $6.9 billion. These damages are in line with the thirty year average (1977 - 2006) of $6.96 billion (2007 dollars)*, which includes the catastrophic damages associated with Hurricane Katrina. Major events in Water Year 2008 included catastrophic flooding across the Midwest from March through June, particularly in Iowa during May; substantial flooding in the Pacific Northwest in December; and widespread flooding in the Midwest. During Water Year 2007, there were 104 flood-related deaths, equaling the thirty year average (1978-2007) of 104. This long- term average does not include the deaths from Hurricane Katrina as these were determined to be hurricane related. This summary does not include deaths or damages directly related to hurricanes. However, inland flooding from the passage of the remnants of hurricanes is included. COMPILATION OF FLOOD LOSS STATISTICS There is no one agency in the United States with specific responsibility for collecting and evaluating detailed flood loss information. The National Weather Service (NWS), through its many field offices, provides loss estimates for significant flooding events. However, this task is ancillary to the primary mission of the NWS that is to provide forecasts and warnings of hydrometeorological events. The NWS’s focus is on predicting the events that lead to death and damage, not on an assessment of the consequences of the events it predicts. Therefore the estimates provided here should only be considered approximate. SUMMARY OF MAJOR EVENTS The Nation’s mid-section saw repeated bouts of heavy rain during the spring and summer of 2008.
    [Show full text]
  • Surface Water Supply of the United States Part Vii
    HOUSE OF REPRESENTATIVE DEPARTMENT OF THJ5 iNl'EttlOK Hubert Work. Secretary U. 8. GEOLOGICAL SURVEY George Otla Smith, Director Water-Supply Paper 587 SURFACE WATER SUPPLY OF THE UNITED STATES 1924 PART VII. LOWER MISSISSIPPI RIVER BASIN NATHAN C. GROVER, Chief Hydraulic Engineer H. C. BECKMAN, ROBERT FOLLANSBEE, H. B. KINNISON and C. E. ELLSWORTH. District Engineers Prepared in cooperation with the States of MISSOURI, COLORADO. KANSAS, and TEXAS UNITED STATES WOVMRKAIENT PRINTING OFFICE WASHINGTON 1928 69TH CcJNGBESSl / DOCUMENT 1st Session / HOUSE OF REPRESENTATIVES I No. 81 DEPARTMENT OF THE INTERIOR Hubert Work, Secretary U. S. GEOLOGICAL SURVEY George Otic Smith, Director Water-Supply Paper 587 SURFACE WATER SUPPLY OF THE UNITED STATES 1924: PART m. LOWER MISSISSIPPI RIVER BASIN NATHAN C. GROVER, Chief Hydraulic Engineer H. C. BECKMAN, ROBERT FOLLANSBEE, H. B. EINNISON and C. E. ELLSWORTH, District Engineers Prepared in cooperation with the States of MISSOURI, COLORADO, KANSAS, and TEXAS UNITED STATES GOVERNMENT FEINTING OFFICE WASHINGTON 1928 Library C«fi ADDITIONAL COPIES OF THIS PUBLICATION MAT BE PROCURED FROM THE SUPEBINTENDENT OF DOCUMENTS TT. S. GOVERNMENT PBINTING OFFICE WASHINGTON, D. C. AT 20 GENTS PEE COPY CONTENTS Pag« Authorization and scope of work_____________-__--_-____ __________ 1 Definition of terms_____-_______-_-__-______-_-_--___-----_---_--_- 2 Explanation of data---_-_--_--------_-_-__------------------------ 5 Accuracy of field data and computed results.________________________ 4? Publications _____________________________________________________ & Cooperation____________________________________________________ W Division of work._________________________________________________ IO1 Gaging-station records____________________________________________ 11 Meramec River Basin________________________---_____________- 111 Meramec River near Steelville, Mo_-_______-_-__---_______- II- Meramec River near Sullivan, Mo__________________________ 13- Meramec River near Eureka, Mo___________________________ 14 Meramec Spring near St.
    [Show full text]
  • Chapter 3 Planning Issues of Harvey County
    Chapter 3 Planning Issues of Harvey County Section 3.1 Population Trends Section 3.2 Housing Trends Section 3.3 Rural Water Service Section 3.4 Environmentally Sensitive Areas Section 3.5 City Growth Plans & Policies Section 3.6 Existing Zoning & Land Use CHAPTER 3 Planning Issues of Harvey County SECTION 3.1 Population Trends Historic Overview Throughout this century Kansas is considered to be a low-average growth performance state in comparison to the U.S. with average annual and decade rates of growth. This unremarkable performance is tied to four important factors generally considered to be key elements related to growth generation. First, Kansas is a rural state linked to and surrounded by a group of rural Great Plains states. For the past 50 years being a rural state in the Great Plains is synonymous with high out migration rates, declining communities, and the loss of basic industries. Currently Kansas ranks as the nation's 32nd most populous state and is 33rd in rate of growth. It contains 1 percent of the nation's population and this percent ratio is not expected to change within the next 15 years. Second, metropolitan areas [MA's] serve as growth poles and Kansas lacks metropolitan centers. Even Kansas City, which is by far the principal growth generator in Kansas and the nation's 25th largest urban area, ranks only 134 out of 273 MA's in growth rate. Wichita is the 76th largest urban area and ranks 160 of 273 MS's in growth rate. Third, about 25 percent of rural regions are performing at or above the national average.
    [Show full text]
  • Update of 1982 Six State High Plains Aquifer Study
    Update of 1982 Six State High Plains Aquifer Study January 2015 Kansas Water Office and the U.S. Army Corps of Engineers, Kansas City District Update of 1982 Six State High Plains Aquifer Study Alternate Route B Funded through Federal Planning Assistance to States Agreement (PAS) by the U.S. Army Corp of Engineers, the Kansas Water Office and Southwest Kansas Groundwater Management District No. 3 January 2015 Update of 1982 Six State High Plains Aquifer Study Table of Contents Executive Summary ................................................................................................................................................ ii Introduction ........................................................................................................................................................... iii Chapter 1: Water Demand ................................................................................................................................... 1-1 Chapter 2: Water Availability .............................................................................................................................. 2-1 Chapter 3: Water Transfer System ....................................................................................................................... 3-1 Chapter 4: Preliminary Opinion of Probable Costs ............................................................................................ 4-1 Chapter 5: Review of Legal and Legislative Issues ...........................................................................................
    [Show full text]