Manhattan Archaeological Survey Project Area
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Comparison of Sediment Deposition in Reservoirs of Four Kansas Watersheds David P
Comparison of Sediment Deposition in Reservoirs of Four Kansas Watersheds David P. Mau and Victoria G. Christensen Reservoirs are a vital source of water Kansas in 1995. Nine supply, provide recreational opportunities, reservoir studies have been support diverse aquatic habitat, and carried out in cooperation provide flood protection throughout with the Bureau of Kansas. Understanding agricultural, Reclamation, the city of industrial, and urban effects on reservoirs Wichita, Johnson County is important not only for maintaining Unified Wastewater acceptable water quality in the reservoirs Districts, the Kansas but also for preventing adverse Department of Health and environmental effects. Excessive sediment Environment, and (or) the can alter the aesthetic qualities of Kansas Water Office. These reservoirs and affect their water quality studies were supported in and useful life. part by the Kansas State Water Plan Fund and Introduction evaluated sediment deposition along with Figure 1. Bottom-sediment cores were collected with a gravity Reservoir sediment studies are selected chemical corer mounted on a pontoon boat. The corer is lowered to a important because of the effect that constituents in sediment designated distance above the sediment and allowed to free sediment accumulation has on the quality cores (fig. 1) from fall to penetrate through the entire thickness of reservoir of water and useful life of the reservoir. reservoirs located in bottom sediment. Sediment deposition can affect benthic various climatic, organisms and alter the dynamics of the topographic, and geologic landscape annual precipitation ranges from about aquatic food chain. Reservoir sediment regions throughout Kansas and southern 24 inches at Webster Reservoir in north- studies also are important in relation to Nebraska. -
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 -
Flood Impact Planning for High Water Release Rates from Tuttle Creek Dam
Flood Impact Planning for High Water Release Rates from Tuttle Creek Dam Prepared by: City of Manhattan, Public Works Department May 20, 2019 2 Tuttle Creek Lake Drainage Basin 25% of Kansas Basin Flood Storage 3 Tuttle Creek Max Pool Elevation by Year Rank Year Pool Elevation (FT 1 1993 1137.77 2 1973 1127.88 3 2019 1125.10 4 1984 1112.30 5 1987 1111.92 6 2015 1110.91 7 1979 1109.10 8 2010 1106.54 9 1995 1105.02 10 2018 1104.10 6 Action Stages in Relationship to Tuttle Creek Dam Elevations • 1102 Gets in Spillway • Call United States Army Corps of Engineers (USACE) at least once a week. • 1114 Action Stage • Bring Emergency Services and PW together weekly to discuss USACE outlook . • 1116 Flood Waters Touches the Gates • Schedule weekly meetings with emergency management services. • Update and draft public education and preparedness information. • 1125 • Identify and notify at risk populations of flood risks. • Distributes family preparedness guide to responders. • 1126 Daily Joint EOC meetings • Identify shelter and staging areas that will not be effected. • PIO group drafts advisories, watch, evacuation route maps, flood warning messages. • Monitor and track all river gauges and lake elevations. • 1132 • Establish a 12 hour operational period with briefing. • Secure shelter locations, request shelter support from American Red Cross and Salvation Army. • Ramp up sandbag filling stations and stockpile sand. 7 Public Works Actions Taken • Developed 42 different flood maps for various releases rates and back flow conditions along Kansas -
Petrology of the Crouse Limestone in the Vicinity Of
r PETROLOGY OF THE C ROUSE LIMESTONE IN THE VICINITY OF MANHATTAN, KANSAS by DARRELL D. HUBER B. S., Wichita University, I963 A THESIS submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Geology and Geography KANSAS STATS UNIVERSITY Manna 1 1 an , Kan s a s 1965 Approved by: rfafjiL, £ eJtiSlAos Ma j # Pro f e s s o LP ii CONTENTS nf 7 i D^cdm&ni Text Introduction 1 Purpose of the Investigation 1 Location of the Area 1 Stratigraphy and General Description 2 Previous Work ..... 6 Limestones . 6 Areal Studies 12 Insoluble Residue 13 Clay Mineralogy " 14 Method of Investigation 16 Field Procedure 16 Laboratory Procedure ... 17 Lithology . 24 General 24 Lower Limestone I 25 Middle "Shaly" Unit 33 Upper "Platy" Unit 34 Petrography 42 Lower Limestone ; 42 Middle "Shaly" Unit ; . 62 Upper "Platy" Unit 67 Summary of Petrography 75 Insoluble Residues 7& Mineral Identification . 7& Quantity of Residue 78 ill X-Ray Analysis 84 Clay Mineralogy 84 Calcite-Dolomlte Determination 91 Environment of Deposition 96 Conclusions 103 Acknowledgments 105 Appendix 106 Section A (McDowell Creek section) ; . 107 Section B (K-177 section) 109 Section C (Spillway section) Ill Section D (McDowell Creek Road section) 113 Section E (Clark's Creek section) .... 115 Section F (Stockdaie section) 117 Data Tables 121 References Cited 128 ILLUSTRATIONS Figure Figure 1. Stratigraphic section of the Council Grove Group 5 Plates Plate I. Index map showing approximate location of outcrops 4 II 27 Fig. 1. Typical outcrop of the Crouse Limestone. (Clark's Creek outcrop). -
Ohio Archaeologist Volume 43 No
OHIO ARCHAEOLOGIST VOLUME 43 NO. 2 SPRING 1993 Published by THE ARCHAEOLOGICAL SOCIETY OF OHIO The Archaeological Society of Ohio MEMBERSHIP AND DUES Annual dues to the Archaeological Society of Ohio are payable on the first TERM of January as follows: Regular membership $17.50; husband and wife EXPIRES A.S.O. OFFICERS (one copy of publication) $18.50; Life membership $300.00. Subscription to the Ohio Archaeologist, published quarterly, is included in the member 1994 President Larry L. Morris, 901 Evening Star Avenue SE, East ship dues. The Archaeological Society of Ohio is an incorporated non Canton, OH 44730, (216) 488-1640 profit organization. 1994 Vice President Stephen J. Parker, 1859 Frank Drive, Lancaster, OH 43130, (614)653-6642 BACK ISSUES 1994 Exec. Sect. Donald A. Casto, 138 Ann Court, Lancaster, OH Publications and back issues of the Ohio Archaeologist: Ohio Flint Types, by Robert N. Converse $10.00 add $1.50 P-H 43130,(614)653-9477 Ohio Stone Tools, by Robert N. Converse $ 8.00 add $1.50 P-H 1994 Recording Sect. Nancy E. Morris, 901 Evening Star Avenue Ohio Slate Types, by Robert N. Converse $15.00 add $1.50 P-H SE. East Canton, OH 44730, (216) 488-1640 The Glacial Kame Indians, by Robert N. Converse .$20.00 add $1.50 P-H 1994 Treasurer Don F. Potter, 1391 Hootman Drive, Reynoldsburg, 1980's & 1990's $ 6.00 add $1.50 P-H OH 43068, (614)861-0673 1970's $ 8.00 add $1.50 P-H 1998 Editor Robert N. Converse, 199 Converse Dr., Plain City, OH 1960's $10.00 add $1.50 P-H 43064,(614)873-5471 Back issues of the Ohio Archaeologist printed prior to 1964 are gener ally out of print but copies are available from time to time. -
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. -
The Common Field Mississippian Site(23SG100), As Uncovered by the 1979 Mississippi River Flood Richard E
The Common Field Mississippian Site(23SG100), as Uncovered by the 1979 Mississippi River Flood Richard E. Martens Two of the pictures I took during an early visit to the he Common Field site occurs near the bluffs in the site are shown in Figure 1. The first shows Mound A, the TMississippi River floodplain 3 km south of St. Gen- largest of the six then-existing mounds. The nose of my evieve and approximately 90 km south of St. Louis. It is brand-new 1980 Volkswagen parked on the farm road is a large Mississippian-period site that once had as many as in the lower right corner of the picture. The second photo eight mounds (Bushnell 1914:666). It was long considered shows the outline of a burned house structure typical of to be an unoccupied civic-ceremonial center because very many evident across the site. Although it has been noted few surface artifacts were found. This all changed due that many people visited the site shortly after the flood, I to a flood in December 1979, when the Mississippi River did not meet anyone during several visits in 1980 and 1981. swept across the Common Field site. The resulting erosion I subsequently learned that Dr. Michael O’Brien led removed up to 40 cm of topsoil, exposing: a group of University of Missouri (MU) personnel in a [a] tremendous quantity of archaeological material limited survey and fieldwork activity in the spring of 1980. including ceramic plates, pots and other vessels, articu- The first phase entailed aerial photography (black-and- lated human burials, well defined structural remains white and false-color infrared) of the site. -
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. -
2020 Region X CEDS Update
2020 Update Comprehensive Economic Development Strategy (CEDS) Region X Bel-O-Mar Regional Council Wheeling, West Virginia Submitted to: U.S. Economic Development Administration Philadelphia, PA Table of Contents I. Introduction ................................................................................................................................1 A. Purpose .................................................................................................................................1 B. Council Organization ...........................................................................................................2 C. Jurisdiction and Boundaries .................................................................................................2 D. General Description of the Area ..........................................................................................5 1. History............................................................................................................................5 2. Geographic Location and Proximity to Markets ............................................................6 3. Natural Features .............................................................................................................7 II. Summary Background – The Economic Development Conditions of the Region .....................8 A. Population and Labor Force Characteristics ........................................................................8 1. Population ......................................................................................................................8 -
Chiricahua National Monument Historic Designed Landscape Historic Name
NPS Form 10-900 OMB No. 1024-0018 (Oct. 1990) 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 and districts. 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 an item does not apply to the property being nominated, 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 all items. 1. Name of Property Chiricahua National Monument Historic Designed Landscape historic name other name/site number Wonderland of Rocks; Rhyolite Park; The Pinnacles; Say Yahdesut “Point of Rocks” 2. Location street & number: Chiricahua National Monument (CHIR) 12856 E. Rhyolite Canyon Road _____not for publication city/town: Willcox___________________________________________________________ _X_ vicinity state: Arizona_____ code: AZ __________ county: Cochise_________ code: 003_____ zip code: 85643___ 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this ¨ nomination ¨ request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places an meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property ¨ meets ¨ does not meet the National Register criteria. -
Draft Environmental Assessment for the Northern Border Remote
DRAFT ENVIRONMENTAL ASSESSMENT OF NORTHERN BORDER REMOTE VIDEO SURVEILLANCE SYSTEM PROJECT SWANTON SECTOR PHASE I U.S. BORDER PATROL U.S. CUSTOMS AND BORDER PROTECTION DEPARTMENT OF HOMELAND SECURITY WASHINGTON, D.C. February 2021 EXECUTIVE SUMMARY Introduction U.S. Customs and Border Protection (CBP) proposes to construct, operate, and maintain relocatable and permanent Remote Video Surveillance Systems (RVSS) towers, and the colocation of equipment on existing equipment and buildings to provide long-term, permanent surveillance in the USBP Swanton Sector. With the RVSS, CBP can maintain surveillance over large areas, contributing to agent safety, and increasing operational effectiveness as they detect, identify, and classify incursions/illegal entry and resolve the incursions with the appropriate level of response. Purpose and Need There are currently areas along the U.S./Canada border in the Swanton Sector Area of Responsibility where cross-border violators smuggle goods across the border along remote trails and roads. CBP proposes to improve the USBP’s efficiency of detection, identification, and apprehension of cross-border violators through the installation of RVSSs. The systems enable U.S. Border Patrol’s (USBP) agents to survey rural and remote areas and identify and classify illegal entries without committing numerous agents in vehicles to perform the same functions. The increasing frequency and nature of illegal cross-border activities, as well as the geographic area over which these activities occur, create a need for a technology-based surveillance capability that can effectively collect, process, and distribute information. Proposed Action and Alternatives Considered CBP proposes to construct, operate, and maintain relocatable and permanent RVSS towers, and the colocation of equipment on a commercial cell tower to provide long-term, permanent surveillance in the USBP Swanton Sector. -
An Archaeological Survey of Newton County: Enhancement of a Data Deficient Region Grant # 18-14-FFY-03
An Archaeological Survey of Newton County: Enhancement of a Data Deficient Region Grant # 18-14-FFY-03 By: Jamie M. Leeuwrik, Christine Thompson, Shelbi Long, Kevin C. Nolan, and Erin Steinwachs Principal Investigators: Christine Thompson and Kevin C. Nolan Reports of Investigation 88 Volume 1 May 2015 Applied Anthropology Laboratories, Department of Anthropology Ball State University, Muncie, IN 47306-0439 Phone: 765-285-5328 Fax: 765-285-2163 Web Address: http://www.bsu.edu/aal i An Archaeological Survey of Newton County: Enhancement of a Data Deficient Region Grant # 18-14-FFY-03 By: Jamie M. Leeuwrik, Christine Thompson, Kevin C. Nolan, Shelbi Long, and Erin Steinwachs Christine Thompson and Kevin C. Nolan Principal Investigators ________________________________ Reports of Investigation 88 Volume 1 May 2015 Applied Anthropology Laboratories, Department of Anthropology Ball State University, Muncie, IN 47306-0439 Phone: 765-285-5328 Fax: 765-285-2163 Web Address: http://www.bsu.edu/aal i ACKNOWLEDGEMENT OF STATE AND FEDERAL ASSISTANCE This project has been funded in part by a grant from the U.S. Department of the Interior, National Park Service’s Historic Preservation Fund administered by the Indiana Department of Natural Resources, Division of Historic Preservation and Archaeology. The project received federal financial assistance for the identification, protection, and/or rehabilitation of historic properties and cultural resources in the State of Indiana. However, the contents and opinions contained in this publication do not necessarily reflect the views or policies of the U.S. Department of the Interior, nor does the mention of trade names or commercial products constitute endorsement or recommendation by the U.S.