DOCSLIB.ORG

OKLAHOMA DEPARTMENT of TRANSPORTATION 2017 to 2024

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
OKLAHOMA DEPARTMENT of TRANSPORTATION 2017 to 2024 US-60: BEGIN APPROX. 2.5 MILES EAST OF US-75, IN BARTLESVILLE, & EXTEND EAST TO NOWATA C/L FFY 2017 GRADE,DRAINING,BRIDGE & SURFACE $ 14,628,001 US-75 FR: 0.19 MILES SOUTH OF THE KANSAS S/L NORTH TO THE KANSAS S/L US 169 BEGIN APROX. 2.76 MILES NORTH OF JCT. US 60/US 169 EXT. NORTH 5 MI. FFY 2017 MONEY ONLY $ 1,000,000 FFY 2020 PAVEMENT REHABILITATION $ 4,905,000 SH-99: OVER CANEY RIVER, APRROX. 7.5 MILES NORTH OF SH-99/SH-10 JCT. OKLAHOMA DEPARTMENT OF TRANSPORTATION SH 10 REHAB BRIDGE OVER VERDIGRIS RIVER, 10.6 MI W CRAIG CO FFY 2017 BRIDGE & APPROACHES $ 5,875,589 FFY 2022 BRIDGE REHABILITATION $ 2,488,800 SH-99: OVER POND CREEK, 5.1 MILES NORTH OF SH-10 JCT. SH-28: OVER THE VERDIGRIS RIVER, 1.0 MILE EAST OF US-169 FFY 2017 BRIDGE & APPROACHES $ 5,263,506 FFY 2020 BRIDGE & APPROACHES $ 5,368,403 SH-10 OVER BIG CABIN CREEK, 3.6 MILES WEST OF JCT. US-59 2017 to 2024 Construction Work Plan FFY 2018 BRIDGE & APPROACHES $ 2,708,650 SH 99 OVER BIRCH CREEK, 2.7 MI NORTH OF JCT SH 10 US-60: VERDIGRIS RIVER, 3.8 MI. EAST OF JCT. US169TIED TO 30375(04) FFY 2017 BRIDGE & APPROACHES $ 1,190,804 FFY 2018 BRIDGE & APPROACHES $ 4,251,001 SH-2 OVER LITTLE CABIN CREEK, 16.5 MILES NORTH OF THE JCT. US-60 SH-123 OVER UNNAMED CREEK, 2.9 MIS NORTHEAST OF THE JCT US-60 & SH-123 US-60 OVER KENTUCKY CREEK. TIED TO 27012(05) FFY 2020 BRIDGE & APPROACHES $ 3,138,377 FFY 2018 RIGHT OF WAY $ 112,270 FFY 2019 BRIDGE & APPROACHES $ 704,457 Division 8 - Sheet 1 of 2 FFY 2018 BRIDGE & APPROACHES $ 3,651,501 FFY 2018 UTILITIES $ 112,270 $ 3,362,917 US 60 REHAB BRIDGE OVER US 75 SH-10 OVER BIG CREEK & THE EAST FORK OF BIG CREEK16 MILES WEST OF US-59 FFY 2022 BRIDGE REHABILITATION $ 1,746,400 FFY 2017 BRIDGE & APPROACHES $ 4,399,212 SH-69A: FROM APPROX. 1.65 MILES NORTH OF SH-10, NORTH 1.3 MILES SH-123: OVER CANEY RIVER, 1.68 MILES NORTH OF SH-123/US-60 JCT. SH 28 OVER SALT CREEK, 1.3 MI SOUTH OF THE JCT OF US 60 FFY 2021 GRADE, DRAIN & SURFACE $ 4,000,000 FFY 2017 RIGHT OF WAY $ 142,360 FFY 2018 BRIDGE & APPROACHES $ 1,853,515 FFY 2018 RIGHT OF WAY $ 294,037 FFY 2018 UTILITIES $ 181,589 FFY 2017 UTILITIES $ 19,200 SH 28 REHAB BRIDGE OVER LIGHTNING CREEK, 3.5 MI S JCT US 60 $ 4,475,626 FFY 2019 BRIDGE & APPROACHES $ 3,645,680 $ 3,807,240 FFY 2022 BRIDGE REHABILITATION $ 1,828,800 SH 125 OVER NEOSHO RIVER, 9.4 MILES NORTH OF US 60 US-60: FROM SH-123 E 2.1 MILES US 60 BEGIN 3.03 MILES EAST OF NOWATA C/L EXTEND EAST 9.16 MI TO JCT SH 66 FFY 2018 BRIDGE REHABILITATION $ 2,425,650 FFY 2024 GRADE, DRAIN & SURFACE $ 18,320,000 FFY 2017 UTILITIES $ 53,000 FFY 2023 PAVEMENT REHABILITATION $ 9,450,000 $ 2,478,650 FFY 2019 RIGHT OF WAY $ 2,011,491 US-60: BEGIN JCT. US-60/SH-35 & EXTEND EAST 4.96 MILES FFY 2019 UTILITIES $ 910,192 $ 21,241,683 FFY 2020 GRADE, DRAIN & SURFACE $ 15,572,185 INTERSECTION AT US-69A & SH-10 IN MIAMI, TURNING MOVEMENTS FFY 2024 INTERSECT MODIF $ 500,000 US 75 REHAB BRIDGE OVER CANEY RIVER LOCATED 6.5 MI S OF JCT US 60 SH 66 BEGIN 4.34 MI SW OF CRAIG CL AND EXTEND NE 4.34 MI : I-44: (WILL ROGERS TURNPIKE) UNDER SH-125, 6.8 MILES NORTH OF US-60 FFY 2022 BRIDGE REHABILITATION $ 2,668,000 FFY 2023 WIDEN & RESURFACE $ 10,850,000 FFY 2021 BRIDGE & APPROACHES $ 9,500,000 US 75 ADD J-TURNS, BEGIN 11.5 MILES NORTH OF TULSA C/L, EXTEND FFY 2017 RIGHT OF WAY $ 109,000 NORTH1.5 MILES FFY 2017 UTILITIES $ 109,001 September 21, 2016 - Final $ 9,718,001 FFY 2020 INTERSECT MODIF $ 500,000 SH 11 REHAB BRIDGE OVER BIRD CREEK, 0.1 MI S JCT US 60 SH-10: OVER SPRING RIVER AND O'FLOW, 3.5 MILES WEST OF SH-10C FFY 2022 BRIDGE REHABILITATION $ 1,916,800 FFY 2017 BRIDGE & APPROACHES $ 7,056,046 SH-11: FROM 2.0 MILES S.E. OF BARNSDALL EXTEND S.E. 3.75 MILES SH-10: FROM JCT. SH-10/SH-137, EAST 5.0 MILES TO JCT. SH-10C FFY 2021 WIDEN & RESURFACE $ 5,488,800 FFY 2023 WIDEN & RESURFACE $ 9,600,000 FFY 2018 RIGHT OF WAY $ 137,660 FFY 2021 RIGHT OF WAY $ 154,476 FFY 2018 UTILITIES $ 184,782 FFY 2021 UTILITIES $ 482,359 $ 5,811,242 $ 10,236,835 SH-11: OVER RED EAGLE BRANCH CREEK, 9.2 MILES EAST OF JCT. SH-99(PHASE II) SH-10C: FROM JCT.SH010/SH10C EAST TO MISSOURI STATE LINE FFY 2019 GRADE, DRAIN & BRIDGE $ 842,699 FFY 2020 GRADE,DRAINING,BRIDGE & SURFACE $ 8,222,633 SH-11: FR BARNSDALL, EXTEND SOUTHEAST APPROX. 2.0 MILES FFY 2018 RIGHT OF WAY $ 518,775 FFY 2018 UTILITIES $ 299,215 FFY 2020 GRADE, DRAIN & BRIDGE $ 7,341,382 $ 9,040,623 FFY 2018 RIGHT OF WAY $ 1,917,100 FFY 2018 UTILITIES $ 1,126,464 $ 10,384,946 US-60 OVER (2) UNNAMED CREEKS, 7.0 MILES & 13.4 MILES EAST OF US-69 FFY 2020 BRIDGE & APPROACHES $ 2,690,038 US 60 OVER SALT CREEK, 1.2 MI WEST OF THE JCT OF SH 18 FFY 2017 RIGHT OF WAY $ 109,000 FFY 2017 UTILITIES $ 109,000 FFY 2018 BRIDGE & APPROACHES $ 2,332,420 $ 2,908,038 59 OTTAWA 69 SH-99: OVER BIRCH CREEK & AN ABANDONED RR APPROX 11.6 MILE NORTH OF SH-20 £¤ £¤ FFY 2017 BRIDGE & APPROACHES $ 8,149,875 AA US 60 OVER SPRING AND NEOSHO RIVER, 11.1 MI EAST OF US 69 18 FFY 2024 BRIDGE & APPROACHES $ 29,000,000 SH-11 FROM 9.0 MI S.E. OF BARNSDALL EXTEND S.E. 4.96 MILE TO À¿ 44 FFY 2018 RIGHT OF WAY $ 112,270 THE WASHINGTON C/L A 75 A 10 £¤ ¨¦§ FFY 2018 UTILITIES $ 112,270 $ 29,224,540 FFY 2021 WIDEN & RESURFACE $ 6,805,700 À¿ MIAMI A 10 SH18: FROM 5.68 MILES NORTH OF PAWNEE C/L, NORTH APRROX. 3.2 MILES OSAGE A AAAA À¿ A 59 AAAAA AAAAA AA US 60 OVER UNNAMED CREEK, 12.8 MI EAST OF US 69 FFY 2022 RIGHT OF WAY $ 2,056,604 NOWATA A AA £¤ AA FFY 2018 BRIDGE & APPROACHES $ 297,300 FFY 2022 UTILITIES $ 1,028,302 $ 3,084,906 A WASHINGTON AA A SH-125: FROM FAIRLAND NORTH APPROX. 1.5 MILES FFY 2019 WIDEN & RESURFACE $ 3,270,000 SH 18 BRIDGE AND APPROACHES OVER SALT CREEK LOCATED 5.3 MI N PAWNEE CL AA FFY 2017 RIGHT OF WAY $ 329,400 FFY 2020 BRIDGE & APPROACHES $ 4,175,163 99 25 AAAAA FFY 2017 UTILITIES $ 203,400 FFY 2018 RIGHT OF WAY $ 106,090 CRAIG À¿ $ 3,802,800 À¿ FFY 2018 UTILITIES $ 106,090 $ 4,387,343 AA US-60 FROM (I-44) WILL ROGERS TOLL GATE TO SH-125 10 FFY 2024 PAVEMENT REHABILITATION $ 12,000,000 SH-18: OVER SALT CREEK, 2.0 MILES NORTH OF THE PAWNEE C/L AA AA À¿ FFY 2017 BRIDGE & APPROACHES $ 4,418,889 À¿ AA 125 US-60: OVER HORSE CREEK, 2.6 MILES NORTH OF THE DELAWARE C/L AA 2 FFY 2018 BRIDGE & APPROACHES $ 3,232,033 SH-20 OVER GRAY HORSE CR APPROX. 1.6 MILE EAST OF SH-18 A À¿ À¿ A 60 FFY 2018 BRIDGE & APPROACHES $ 3,690,740 £¤ BARTLESVILLE £¤ AA US 59 FROM JCT OF SH 125 NORTHWEST TO JCT I-44 AA A FFY 2023 WIDEN & RESURFACE $ 16,500,000 SH-20: SYCAMORE CREEK , 7.9 MILE EAST OF SH-18 NOWATA AA A FFY 2020 RIGHT OF WAY $ 2,725,000 FFY 2018 BRIDGE & APPROACHES $ 2,121,800 PAWHUSKA AA VINITA AA A 60 A 69 FFY 2020 UTILITIES $ 1,635,000 A £ AAA £ $ 20,860,000 SH-20: BUG CREEK, 11.5 MI EAST OF JCT. SH18 ¤ AA A ¤ FFY 2018 BRIDGE & APPROACHES $ 6,612,853 A AA 59 123 AA AA £¤ US 59 FROM SAILBOAT BRIDGE TO JCT OF SH 125, 1.02 MI IN OTTAWA CO. SH-99 OVER PENN CREEK, 0.3 MILES NORTH OF THE JCT. SH-20 À¿ 25 FFY 2022 GRADE, DRAIN & SURFACE $ 9,500,000 À¿ FFY 2019 RIGHT OF WAY $ 3,110,441 FFY 2021 BRIDGE & APPROACHES $ 5,200,000 FFY 2019 UTILITIES $ 1,833,110 FFY 2018 RIGHT OF WAY $ 112,270 AA $ 14,443,551 FFY 2018 UTILITIES $ 112,270 A $ 5,424,540 A A 82 A À¿ A AA AA AA A SH-125: FROM .9 MILES SOUTH OF SH-85A, NORTH APPROX .75 MILES AA FFY 2021 WIDEN & RESURFACE $ 7,094,796 SH-18 OVER COAL CREEK, 7.5 MILES NORTH OF US-64 AAA FFY 2021 BRIDGE & APPROACHES $ 2,000,000 A 11 INTERSECTION AT SH-10 AND FORD RD. IN GROVE FFY 2017 RIGHT OF WAY $ 109,000 £¤ AA À¿ ROGERS FFY 2024 INTERSECT MODIF $ 1,000,000 FFY 2017 UTILITIES $ 109,000 169 $ 2,218,000 75 £ A FFY 2022 RIGHT OF WAY $ 50,000 ¤ A A FFY 2022 UTILITIES $ 50,000 A £¤ 28 $ 1,100,000 SH-20 FROM SH-99 IN HOMINY, EAST 5.0 MI À¿ FFY 2020 WIDEN & RESURFACE $ 5,984,100 SH 85A OVER HORSE CREEK, 3.5 MI EAST OF SH 85 FFY 2017 UTILITIES $ 201,750 A $ 6,185,850 A 20 FFY 2018 BRIDGE & APPROACHES $ 7,167,296 A A JAY FFY 2017 UTILITIES $ 129,000 A A À¿ $ 7,296,296 SH-99: ARKANSAS RIVER, FROM JUST NORTH OF CLEVELAND, NORTH TO OSAGE C/L A 66 A À¿ MAYES A FFY 2021 BRIDGE & APPROACHES $ 9,792,518 15 88 A INTERSECTION AT US-60 & SH-82 FFY 2017 UTILITIES $ 1,286,500 À¿ $ 11,079,018 PAWNEE À¿ FFY 2024 INTERSECT MODIF $ 500,000 20 A FFY 2022 RIGHT OF WAY $ 50,000 PAWNEE 44 À¿ A59 FFY 2022 UTILITIES $ 50,000 SH-18 OVER BLACK BEAR CREEK, 0.4 MILES NORTH OF US-64 ¨¦§ £¤ $ 600,000 FFY 2021 BRIDGE & APPROACHES $ 2,527,470 A À¿99 FFY 2017 RIGHT OF WAY $ 109,000 A A See Sheet 2 for TULSA 20 DELAWARE SH-2: BEGINNING AT US-60 & EXTENDING NORTH TO HOSPITAL ROAD IN VINITA.
Load more

Recommended publications
  • Toxic Water Pollution in Oklahoma Table 9
    E NVIRONMENTAL Dishonorable W G TM ORKING ROUP Table 9 Discharge Toxic water pollution in Oklahoma Companies reporting toxic discharges to water (1990-1994) City: Ardmore, Oklahoma Facility: Total Petroleum Inc. Pounds of toxic chemicals discharged to water Chemical discharged Receiving water 1990 1991 1992 1993 1994 1990-1994 All toxic chemicals 1,688 21,131 152,058 36,626 33,794 245,297 Diethanolamine Sand Creek 130,000 8,200 138,200 AmmoniaSand Creek 1,494 21,000 22,000 28,000 33,726 106,220 PhenolSand Creek 194 120 12 19 25 370 Cobalt compounds Sand Creek 360 360 Chlorine Sand Creek 11 46 57 Antimony compounds Sand Creek 47 47 Nickel Sand Creek 43 43 City: Ardmore, Oklahoma Facility: Uniroyal Goodrich Tire Co. Pounds of toxic chemicals discharged to water Chemical discharged Receiving water 1990 1991 1992 1993 1994 1990-1994 All toxic chemicals 250 250 250 750 Zinc compounds Hickory Creek 250 250 250 750 City: Broken Bow, Oklahoma Facility: Weyerhaeuser Co. Pounds of toxic chemicals discharged to water Chemical discharged Receiving water 1990 1991 1992 1993 1994 1990-1994 All toxic chemicals 250 250 FormaldehydeMt. Fork River 250 250 City: Catoosa, Oklahoma Facility: Terra Nitrogen Pounds of toxic chemicals discharged to water Chemical discharged Receiving water 1990 1991 1992 1993 1994 1990-1994 All toxic chemicals 259,820 236,598 226,386 223,151 95,342 1,041,297 Ammonium nitrate (solution)Verdigris River 213,000 190,000 193,000 165,000 88,000 849,000 AmmoniaVerdigris River 45,000 45,000 32,000 57,000 6,200 185,200 MethanolVerdigris River 750 750 750 750 750 3,750 Copper compoundsVerdigris River 250 250 250 250 250 1,250 Zinc compoundsVerdigris River 320 98 136 151 142 847 Chromium compoundsVerdigris River 250 250 500 Nickel compoundsVerdigris River 250 250 500 Mixtures and other tradeVerdigris River 250 250 Source: Environmental Working Group.
    [Show full text]
  • Status Survey of the Western Fanshell and the Neosho Mucket in Oklahoma
    1990 c.3 OKLAHOMA <) PROJECT TITLE: STATUS SURVEY OF THE WESTERN FANSHELL AND THE NEOSHO MUCKET IN OKLAHOMA To determine the distribution and abundance of the freshwater mussels Cyprogenia aberti (Conrad) and Lampsilis rafinesqueana Frierson in Oklahoma. A survey to determine the status of the freshwater mussels, Cyprogenia aberti (Conrad) and Lampsilis rafinesqueana Frierson, in Oklahoma was completed during August and September, 1989. These species are also known by the common names of Western Fanshell and Neosho Mucket, respectively. The western fanshell is probably extinct in the state. It is known that the species formerly occurred in the Verdigris River in Oklahoma and as a result of this study, was determined that it had also existed in the Caney River. However, no evidence of living or fresh specimens was found in any river system in northeastern Oklahoma. The Neosho mucket has also disappeared from most of its former range within the state and presently only occurs in a segment of the Illinois River system extending from the Lake Frances dam near the Arkansas border to Lake Tenkiller. Protection for this species is recommended. This report describes efforts to determine the status of two species of freshwater mussels (Mollusca: Bivalvia: Unionidae) in Oklahoma. Both species are generally considered to be rare and have rather limited geographical distributions. Both species may meet the criteria of endangered species and thus it was considered important to gain some information as to their current status. Both species have been recorded in Oklahoma but their current abundance and distribution in the state were unknown. The western fanshell, Cyprogenia aberti (Conrad) was described in 1850 from specimens collected on the rapids of the Verdigris River, Chambers' Ford, Oklahoma (Johnson, 1980).
    [Show full text]
  • TORONTO RESERVOIR WATERSHED STREAMBANK EROSION ASSESSMENT Arcgis® Comparison Study: 1991 Vs
    TORONTO RESERVOIR WATERSHED STREAMBANK EROSION ASSESSMENT ArcGIS® Comparison Study: 1991 vs. 2006 Aerial Photography DRAFT: July 2011 Prepared by: Anna Powell, Environmental Scientist Kansas Water Office 901 S. Kansas Avenue, Topeka, KS 66612 (785) 296-3185, www.kwo.gov [email protected] Table of Contents Executive Summary .................................................................................................................................................3 Introduction ..............................................................................................................................................................5 Study Area ...............................................................................................................................................................6 Figure 1. Toronto Reservoir Watershed Assessment Area ..........................................................................7 Figure 2. 2005 Land Use Land Cover Map, KGS .......................................................................................8 Data Collection & Methodology ..............................................................................................................................8 Figure 3. 1991 DASC & 2006 NAIP of a Streambank Erosion Site on the Verdigris River .....................9 Figure 4. 1991 DASC & 2006 NAIP; High Priority Streambank Gully Erosions Sites and a Streambank Erosion Site on West Creek ......................................................................................................................11
    [Show full text]
  • Claremore Railroad Overpass Feasibility Study 2003
    CLAREMORECLAREMORE RAILROADRAILROAD OVERPASSOVERPASS FEASIBILITYFEASIBILITY STUDYSTUDY City of Claremore, OK C.H. Guernsey & Company Tulsa Office 4870 South Lewis, Suite 203 Tulsa, OK 74105 918.744.4335 www.chguernsey.com with: Bridgefarmer and Associates, Inc., and Traffic Engineering Consultants, Inc. June, 2003 EXECUTIVE SUMMARY The citizens of the City of Claremore and the surrounding area have been inconvenienced and at times had their personal safety jeopardized by at- grade railroad crossings for many years. The purpose of this feasibility study is to investigate and analyze potential sites for grade separated railroad crossings in Claremore between Country Club Drive and Blue Starr Drive. An initial investigation of five potential sites was conducted at the following locations; Blue Starr Drive, Will Rogers Blvd., Dupont Ave., Archer Drive, and Holiday Lane Extension. Conceptual designs for three alternatives were evaluated further and developed to a level of detail appropriate to convey the design intent, the alternatives were reviewed for possible environmental constraints, and cost estimates were prepared for each alternative. The cost of the Blue Starr Drive alternative is estimated to be $4,300,000, Archer Drive is estimated to be $9,900,000, and the Holiday Lane Extension alternative is estimated to be $8,200,000. Based upon the conceptual designs developed and the operational, cost, traffic and environmental information assembled for this study, the Blue Starr Drive option appears to be the most appropriate solution. This report recommends the Blue Starr Drive option as the technically preferred alternative. The estimated cost of this option is significantly less than the other alternatives, and the location near the central business district and the ability to span both the UP and the BNSF railroads offer significant safety benefits.
    [Show full text]
  • Kansas-Oklahoma Arkansas River Compact 1966
    Kansas-Oklahoma Arkansas River Compact 1966 K.S.A. 82a-528. Arkansas river basin compact. The legislature hereby ratifies the compact, designated as the "Arkansas river compact," between the states of Oklahoma and Kansas signed in the city of Wichita, state of Kansas, on the thirty-first day of March, 1965, by Geo. R. Benz and Frank Raab as representatives for the state of Oklahoma, Robert L. Smith and Warden L. Noe as representatives for the state of Kansas, and Trigg Twichell as representative of the United States of America, which said compact is as follows: ARKANSAS RIVER BASIN COMPACT, KANSAS-OKLAHOMA The state of Kansas and the state of Oklahoma, acting through their duly authorized compact representatives, Robert L. Smith and Warden L. Noe, for the state of Kansas, and Geo. R. Benz and Frank Raab, for the state of Oklahoma, after negotiations participated in by Trigg Twichell, appointed by the president as the representative of the United States of America, and in accordance with the consent to such negotiations granted by an act of congress of the United States of America, approved August 11, 1955 (public law 340, 84th congress, 1st session), have agreed as follows respecting the waters of the Arkansas river and its tributaries: Article I The major purposes of this compact are: A. To promote interstate comity between the states of Kansas and Oklahoma: B. To divide and apportion equitably between the states of Kansas and Oklahoma the waters of the Arkansas river basin and to promote the orderly development thereof; C. To provide an agency for administering the water apportionment agreed to herein; D.
    [Show full text]
  • Flint Hills, Cross Timbers, and Verdigris River Valley Field Guide
    2010 Kansas Field Conference June 2–4, 2010 Flint Hills, Cross Timbers, and Verdigris River Valley Water/Energy Nexus Rangeland and Stream-Corridor Management Field Guide Edited by Shane A. Lyle Catherine S. Evans Robert S. Sawin Rex C. Buchanan This project is operated by the Kansas Geological Survey and funded, in part, by the Kansas Water Offi ce, the Kansas Department of Transportation, and the Kansas Department of Wildlife and Parks Kansas Geological Survey Geology Extension The University of Kansas 1930 Constant Avenue Lawrence, KS 66047–3724 KGS Open-fi le Telephone: 785–864–3965 Report 2010–8 www.kgs.ku.edu CN RA DC NT PL SM JW RP WS MS NM BR DP AT SH CD TH SD GH RO OB MC CY RL PT JA JF LV OT SN LC WB WY WA LG GO TR EL RS DK GE DG JO SA EW MR OS GL WH LY FR MI SC LE NS RH BT MP MN RC CS CF AN LN HM PN KE FI HG SF RN HV BU GW AL GY ED WO BB FO SG ST PR GT HS KW KM WL NO CR EK ME CA MT BA SU CL SV SW CM HP MG LB CK CQ 1 2 4 3 10 9 8 5 6 7 Wednesday, June 2 Thursday, June 3 Friday, June 4 Stops 1 – 4 Stops 5 – 8 Stops 9 – 10 2010 Field Conference Flint Hills, Cross Timbers, and Verdigris River Valley Water/Energy Nexus Rangeland and Stream-Corridor Management June 2 – 4, 2010 Contents Conference Participants Participants List ........................................................................................................1 - 1 Biographical Information ..........................................................................................1 - 2 Kansas Field Conference 2010 Field Conference Overview “Flint Hills, Cross Timbers,
    [Show full text]
  • Geohydrology of the Lower Verdigris River Valley Between Muskogee and Catoosa, Oklahoma
    Geohydrology of the Lower Verdigris River Valley Between Muskogee and Catoosa, Oklahoma GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1999-A Prepared in cooperation with the U.S. Army Corps of Engineers Geohydrology of the Lower Verdigris River Valley Between Muskogee and Catoosa, Oklahoma By H. H. TANAKA CONTRIBUTIONS TO THE HYDROLOGY OF THE UNITED STATES GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1999-A Prepared in cooperation with the U.S. Army Corps of Engineers UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1972 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. MORTON, Secretary GEOLOGICAL SURVEY W. A. Radlinski, Acting Director Library of Congress catalog-card No. 72-183179 For sale by the Superintendent of Documents, U.S. Government Prlrting Office Washington, D.C. 20402 - Price 75 cents (paper cover) Stock Number 2401-1215 CONTENTS Page Abstract ________-____-____-____-__-_-____-. Al Introduction.______________________________ 1 Well-numbering system_-__________________ 3 Geology and hydrologic properties of the rocks. 4 Bedrock.______________________________ 4 Terrace deposits._______________________ 4 Alluvium ______________________________ 6 Ground-water hydrology___________________ 15 Occurrence and movement_______________ 15 Fluctuation of the potentiometric surf ace.- 15 Recharge and discharge.________________ 16 Chemical quality of ground water.____________ 19 References.. _ ______________________________ 23 ILLUSTRATIONS Page PLATE 1. Geologic map of the Verdigris River valley between Muskogee and Catoosa, Okla., showing areas favorable for development of ground water_ __________________________________________In pocket 2. Potentiometric map of the Verdigris River valley between Muskogee and Catoosa, Okla______-_-__-___-__________-___--___--_In pocket FIGURE 1. Index map of eastern Oklahoma, showing location of report area _ _ _ _ _ A2 2.
    [Show full text]
  • Headwater Streams of the Flint Hills
    Kansas State University Libraries New Prairie Press 2012 – The Prairie: Its Seasons and Rhythms Symphony in the Flint Hills Field Journal (Laurie J. Hamilton, Editor) Headwater Streams of the Flint Hills David Edds Follow this and additional works at: https://newprairiepress.org/sfh Recommended Citation Edds, David (2012). "Headwater Streams of the Flint Hills," Symphony in the Flint Hills Field Journal. https://newprairiepress.org/sfh/2012/prairie/4 To order hard copies of the Field Journals, go to shop.symphonyintheflinthills.org. The Field Journals are made possible in part with funding from the Fred C. and Mary R. Koch Foundation. This is brought to you for free and open access by the Conferences at New Prairie Press. It has been accepted for inclusion in Symphony in the Flint Hills Field Journal by an authorized administrator of New Prairie Press. For more information, please contact [email protected]. Headwater Streams of the Flint Hills There has been a great many changes since I came here in the year 1862. All of the streams were so clear that fish could be seen several feet under water and there were worlds of fish in all the streams. The beds of the streams were rock, gravel or clay. The entire country being covered with a heavy growth of bluestem grass, there was very little dirt washed into the streams, but since the country has been settled and much of the land plowed, the pools in the small streams have been filled and the river is filling very fast so there is little room left for the fish.
    [Show full text]
  • Osage Language Place Names - Fact Sheet
    OSAGE LANGUAGE PLACE NAMES - FACT SHEET 1. Big Hill Creek, Kansas (waterway) - flowing into the Verdigris above Coffeyville; named for the Big Hill Band of Osages called Pa Sole’ - sitters on hilltops - from story of escape from flood (p. 118) Also Big Hill Lake. 2. Big Hill, Kansas (town) in Labette County - see above Big Hill Creek (p. 118 see above Big Hill Creek) 3. Caney River, Kansas & Oklahoma (waterway) - translated from Osage name Mur-sho meaning stream with luxuriant cane growth (p. 137) 4. Chetopa Townships, Kansas (county sub-division) in Neosho, Wilson, and Montgomery Counties, Kansas - (p. 117 see below Chetopa, KS) 5. Chetopa, Kansas (town) in Labette County - named for a friendly Osage chief who was given a commission in the Union Army to command an Indian regiment during Civil War (p. 117) 6. Chingawassa Springs, Kansas (waterway) - near Marion, KS, named for Osage Chief Shingawassa; the Marion Belt and Chingawassa Springs Railroad brought picnickers and health-seekers to this spa (p. 120) 7. Claremore, Oklahoma (town) in Rogers, County - named for Osage Chief Claremont, chief of the Little Osages (p. 121) 8. Marais des Cygnes River, Kansas (waterway) - Osage called junction of the two Grand and Little Osage rivers Mi’xa-ckau-tse as “where white swans are plentiful” (Osage word for swan -). French translated this into “Marais des Cygnes” or marsh of swans (p. 111). In an unusual situation, on the Kansas side, the river is called Marais des Cygnes, but on the Missouri side, it is called the Osage River (see below Osage River).
    [Show full text]
  • City of Claremore, OK
    City of Claremore, OK Multi-Jurisdictional Multi-Hazard Mitigation Plan Update - 2012 Participating Jurisdictions: City of Claremore Claremore Public Schools November 21, 2012 City of Claremore i Multi-Hazard Mitigation Plan Blank City of Claremore ii Multi-Hazard Mitigation Plan Table of Contents: Chapter 1: Introduction 1.1 About the Plan 1 1.2 Community Description 6 1.3 Regulatory Framework 9 1.4 Existing Hazard Mitigation Programs 10 Chapter 2: The Planning Process 2.1 Documentation of the Planning Process 11 Step One: Organize to Prepare the Plan 13 Step Two: Involve the Public 13 Step Three: Coordinate with Other Agencies and Organizations 15 Step Four: Assess the Hazard 15 Step Five: Assess the Problem 16 Step Six: Set Goals 17 Step Seven: Review Possible Activities 17 Step Eight: Draft an Action Plan 17 Step Nine: Adopt the Plan 17 Step Ten: Implement, Evaluate, and Revise 17 Chapter 3: Risk Assessment and Vulnerability Analysis 3.1 Identifying the Hazards 19 3.2 Profiling the Hazards 19 (Description, Location, Extent, Past Occurrences, Future Occurrence, Impact) 3.3 Assessing Vulnerability for the City of Claremore: Identifying Assets 48 3.4 Assessing Vulnerability for the City of Claremore: Estimating Potential Losses 53 3.3A Assessing Vulnerability for Claremore Public School: Identifying Assets 56 3.4A Assessing Vulnerability for Claremore Public Schools: Estimating Potential Losses 61 3.5 Assessing Vulnerability: Analyzing Development Trends 63 City of Claremore iii Multi-Hazard Mitigation Plan Table of Contents: (continued)
    [Show full text]
  • RIVERS, STREAMS, and LAKES of OKLAHOMA Kenneth S
    Page 12, Rivers, Streams, and Lakes EDUCATIONAL PUBLICATION 9: 2008 EXPLANATION Scenic River; number corresponds to name in text Salt Plain; number corresponds to name in text Table 4. Major lakes and reservoirs in Oklahoma Lake Area Drainage Areaa Capacity Location Normal Pool Normal Pool (acres) (square miles) (acre-feet) County/Counties Eufaula 105,500 47,522 2,314,600 McIntosh; Pittsburg; Haskell Texoma 88,000 39,719 2,643,300 Love; Marshall; Bryan; Johnston Grand Lake O’ the 46,500 10,298 1,672,000 Delaware; Ottawa; Mayes Cherokees Robert S. Kerr 43,800 147,756 525,700 Haskell; Sequoyah; Le Flore Oologah 29,460 4,339 553,400 Rogers; Nowata Keystone 23,610 74,506 557,600 Osage; Pawnee; Creek; Tulsa Fort Gibson 19,900 12,492 365,200 Wagoner; Cherokee; Mayes Kaw 17,040 46,530 428,600 Kay; Osage Broken Bow 14,200 754 918,070 McCurtain Sardis 13,610 275 274,330 Pushmataha; Latimer Hugo 13,250 1,709 157,600 Choctaw Tenkiller 12,900 1,610 654,100 Cherokee; Sequoyah Webbers Falls 11,600 97,033 170,100 Muskogee Hudson 10,900 11,533 220,300 Mayes Skiatook 10,190 354 322,700 Osage Waurika 10,100 562 203,100 Jefferson; Stephens; Cotton Foss 8,880 1,496 256,220 Custer Great Salt Plains 8,690 3,200 31,420 Alfalfa Canton 7,910 12,483 111,310 Blaine; Dewey Wister 7,333 993 62,360 Le Flore aData from the Oklahoma Water Resources Board (1990). RIVERS, STREAMS, AND LAKES OF OKLAHOMA Kenneth S.
    [Show full text]
  • HYDROGEOCHEMISTRY and SOURCES of CHLORIDE and SULFATE in the VERDIGRIS RIVER BASIN in OKLAHOMA by CHARLES DANA RACE Bachelor Of
    HYDROGEOCHEMISTRY AND SOURCES OF CHLORIDE AND SULFATE IN THE VERDIGRIS RIVER BASIN IN OKLAHOMA By CHARLES DANA RACE ) ( Bachelor of Arts University of Maine Orono, Maine 1981 Submitted to the Faculty of the Graduate College of the Oklahoma State University in partial fulfillment of the requirements for the Degree of MASTER OF SCIENCE December, 1985 HYDROGEOCHEMISTRY AND SOURCES OF CHLORIDE AND SULFATE IN THE VERDIGRIS RIVER BASIN IN OKLAHOMA Thesis Approved: D an of the Graduate College ii ACKNOWLEDGEMENTS I am greatful to my advisor, Professor Arthur W. Hounslow for his ideas and suggestions that guided me through the development of this study. Dr. Hounslow's limitless knowledge of hydrogeochemistry conveyed during discussions and in his courses have contributed immensely to this study. I am also indebted to Professor Wayne A. Pettyjohn for his suggestions which also contributed significantly to this thesis. Much knowledge ~as gained during discussions and his courses in hydrogeology. Professor R. Nowell Donovan offered suggestions on several occasions that aided the progress of this study. I am also greatful to Professors Donovan, Hounslow and Pettyjohn for their comments which led to the revision of the manuscript. Kelley, my wife, was also supportive and in many ways through her willpower and understanding helped me to achieve this goal. She also assisted me with the drafting and the format of the thesis. My thoughtful parents, Clarence A. and Pauline R. Race always provided moral support and helped us in many ways. iii Mr. Emmett Lorey and the late Helen Lorey provided an escape for us in St. Joseph, Missouri on several occasions.
    [Show full text]