Geology of Wabaunsee County Kansas

Total Page:16

File Type:pdf, Size:1020Kb

Geology of Wabaunsee County Kansas Geology of Wabaunsee County Kansas GEOLOGICAL SURVEY BULLETIN 1068 Prepared in cooperation with State Highway Commission of Kansas as part of a program of the U. S. Department of the Interior for development of the Missouri River basin Geology of Wabaunsee County Kansas By MELVILLE R. MUDGE and ROBERT H. BURTON GEOLOGICAL SURVEY BULLETIN 1068 Prepared in cooperation with State Highway Commission of Kansas as part of a program of the U. S. Department of the Interior for development of the Missouri River basin UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1959 UNITED STATES DEPARTMENT OF THE INTERIOR FRED A. SEATON, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director Mudge, Melville Rhodes, 1921- Geology of Wabaunsee County, Kansas, by Melville K. Mudge and Robert H. Burton. Washington, U. S. Govt. Print Off., 1959. vi, 210 p. maps (1 col.) diagrs., tables. 25 cm. (U.S. Geological Survey. Bulletin 1068) "Prepared in cooperation with State Highway Commission of Kan­ sas as part of a program of the U. S. Department of the Interior for development of the Missouri River basin." Part of the illustrative matter in pocket. Bibliography: p. 204-207. 1. Geology Kansas Wabaunsee Co. 2. Building materials. i. Burton, Robert H., joint author. (Series) QE75.B9 no. 1068 557.8161 G S 59-180 Copy 2. QE114.W3M8 U. S. Geol. Survey. Libr. for Library of Congress For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. CONTENTS Page Abstract___.__....._ _ 1 Introduction. ______ ________________ _ ________ 2 Acknowledgments. ___________________ _________ _______. 5 Physical features- _._ 6 Transportation routes___________ _ ______________ ___ 6 Climate. _________________ ____________________ 7 Outline of geologic history _ _.__ 9 Geology __ ____________ 10 Pennsylvanian system_________________________ 16 Wabaunsee group___________________________________________ 16 Auburn shale______-_____-_-------__-_--_--__---__---_____ 17 Emporia limestone_____-___-- ___________ .___ 17 Reading limestone member___________________________ 17 Harveyville shale member._____________________________ 18 Elmont limestone member_______________.______________ 19 Willard shale.___________-_______________ 20 Zeandale limestone_________-__----__ ___________________ 21 Tarkio limestone member__________________________. 21 Wamego shale member_________________-_____________ 23 Maple Hill limestone member_________________________ 24 Pillsbury shale. _________________________ 25 Stotler limestone_______________----___-_-___-_--______.___ 26 Dover limestone member____________.__________________ 27 Dry shale member_____________________________________ 28 Grandhaven limestone member______________________ 29 Root shale_____________ ___________ _ 30 Friedrich shale member________________._______________ 31 Jim Creek limestone member. ________________________ 32 French Creek shale member___________________________ 32 Wood Siding formation___________________________________ 33 Nebraska City limestone member ___________________ 34 Plumb shale member_________________________________ 34 Grayhorse limestone member. ________________________ 37 Pony Creek shale member___.__________________________ 38 Brownville limestone member____.____________________ 39 Permian system._______________________ _.____.________--_____-. 41 Admire group _________________________________________________ 41 Onaga shale__________________-_--__-_____--___----____- 41 Towle shale member____.____-________________________. 42 Aspinwall limestone member__________________________._ 43 Hawxby shale member_______--______-______-___-_-____ .46 Falls City limestone________--_----_____-_--__-_--____--__- 47 Janesville shale__________-___---_______-__----__________ 47 West Branch shale member.____________________________ 48 Five Point limestone member.__________________________ 49 Hamlin shale member._________________________________ 51 m IV CONTENTS Permian system Continued Page Council Grove group_________________________________________ 52 Foraker limestone________--_-__-__________________.-.___ 53 Americus limestone member____________________________ 53 Hughes Creek shale member.___________________________ 56 Long Creek limestone member___.______________________ 57 Johnson shale____--_____-_ ______________________________ 58 Red Eagle limestone____-_-_______________________-__.-____ 58 Glenrock limestone member___________________________ 59 Bennett shala member.________________________________ 59 Howe limestone member________________________________ 61 Roca shale________________-__-____-__-_-_--____--_______ 62 Grenola limestone___-_--_------_--_- _--- _ __ 63 Sallyards limestone member ____________ _______ 63 Legion shale member__ ---_____----_-__-_--- 64 Burr limestone member._______________________________ 65 Salem Point shale member____________________________ 66 Neva limestone member________________________________ 66 Eskridge shale____--_---------_- __._ --_-___ 69 Beattie limestone__-_____--__-----____--_------_-_----____- 71 Cottonwood limestone member..._______________________ 71 Florena shale member________________________________ 75 Morrill limestone member______________________________ 76 Stearns shale____________________________________________ 76 Bader limestone._____-_ .- .__... 77 Eiss limestone member.________________________________ 78 Hooser shale member________________________._________ 79 Middleburg limestone member__________________________ 80 Easly Creek shale_.__----___- __ .___. 81 Grouse limestone_________-_-__-_---_----_-----_-_---______ 82 Blue Rapids shale______-______-_-__-__-__-_______--_______ 84 Funston limestone_______--__-_-_-__________--____--_______ 84 Speiser shale___-_-._ _. ... ... 87 Chase group_______________----------------------------------- 88 Wreford limestone_____ ___- ___ 88 Threemile limestone member________________________ 88 Havensville shale member._____________________________ 91 Schroyer limestone member______._________ _____ 92 Matfield shale_____________ _ _______ _______ 93 Wymore shale member________________.________________ 93 Kinney limestone member______________________________ 93 Blue Springs shale member___________________._____ 94 Barneston limestone.____ ______ ___________ 95 Florence limestone member_____________________________ 95 Oketo shale member___________________________________ 96 Fort Riley limestone member___________________________ 97 Doyle shale_______--_________________________ 98 Holmesville shale member______________________________ 99 Quaternary system ________________________________________________ 99 Older gravels__________---__-.. __ _._ _______ 100 GlacialtilL....- - ---- --- - 101 Glacial ice-contact deposits------------------------------------- 103 Grand Island formation._.__ _._ -- ----- 104 Sappa formation___________________________ _____________ 105 Sanborn formation _____________________________ _________ 106 CONTENTS V Quaternary system Continued Page Terrace deposits____-_____...__ __.._;..._..;.__...___ 110 Travertine__________________________________________________ Ill Alluvium.____________________________________________________ Ill Economic geology.__-__-----_--___-________.______.____.__________ 113 Summary of construction material resources_____-_---_-_-__---__- 113 Geologic sources___________________________________________ 113 Aggregate for concrete___________._____________________ 113 Chert gravel.._________________________ 115 Limestone gravel_____.»________________________________ 115 Mineral filler___________________________ 116 Riprap.___....____________________ 117 Structural stone_________.___-_-_-___-_.________ 118 Road metal_____________ _ ________ _ ____ 119 Calcareous binder.____________________________________ 120 Subgrade and embankment material.____________________ 121 Coal....____._______________________________________. 122 Petroleum. _____________________._______.._ 123 Agriculture lime.______________________________________________ 124 Stratigraphic sections._____________________________________________ 125 Literature cited.__________________________________________________ 204 Index.________________________________-__-.___ 209 ILLUSTRATIONS PLATE 1. Map showing outcrops in Wabaunsee County, Kans., of lime­ stones useful in engineering construction..._______ Plate Volume 2. Geologic map of Wabaunsee County, Kans_________ Plate Volume 3. Structure section along U. S. Highway 40, Wabaunsee County, Kans___________--.-.--__--- Plate Volume 4. Correlation diagram of the Aspinwall limestone member of the Onaga shale to the French Creek shale member of the Root shale ___________________________________ Plate Volume 5. Aerial photograph showing typical outcrop patterns of many of the Permian limestones_________________________ Facing 42 6. A, Basal conglomerate of the channel of the Towle shale member of the Onaga shale in the NE^SEK sec. 4, T. 13 S., R. 13 E., Wabaunsee County, Kans.; B, Americus lime­ stone member of the Foraker limestone in a road cut in SW^SEK sec. 12, T. 12 S., R. 11 E., Wabaunsee County, Kans-_______________________--___--_-_ Facing 43 7. Correlated sections of the Foraker limestone down to the Hawxby shale member of the Onaga shale in Wabaunsee County, Kans. ___________________.____- Plate Volume 8. State and county road network of Wabaunsee County, Kansas showing road metal and its source as of June, 1949 _ Plate Volume 9. Correlated sections of the Roca shale down to the base of the Johnson shale in Wabaunsee County, Kans______
Recommended publications
  • The Effect of Cement Stabilization on the Strength of the Bawen's Siltstone
    MATEC Web of Conferences 195, 03012 (2018) https://doi.org/10.1051/matecconf/201819503012 ICRMCE 2018 The effect of cement stabilization on the strength of the Bawen’s siltstone Edi Hartono1,3, Sri Prabandiyani Retno Wardani2, and Agus Setyo Muntohar3,* 1 Ph.D Student, Department of Civil Engineering, Diponegoro University, Semarang, Indonesia 2 Department of Civil Engineering, Diponegoro University, Semarang, Indonesia 3 Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta, Yogyakarta, Indonesia Abstract. Siltstones are predominantly found along the Bawen toll-road. Siltstone is degradable soil due to weather session. The soil is susceptible to the drying and wetting and the changes in moisture content. Thus, Siltstone is problematic soils in its bearing capacity when served as a subgrade or subbase. The main objective of this study was to investigate the effect of cement stabilization on the strength of Siltstone. The primary laboratory test to evaluate the strength was Unconfined Compression Strength (UCS) and California Bearing Ratio (CBR). The cement content was varied from 2 to 12 per cent by weight of the dry soil. The soils were collected from the Ungaran – Bawen toll road. The specimens were tested after seven days of moist-curing in controlled temperature room of 25oC. The CBR test was performed after soaking under water for four days to observe the swelling. The results show that the mudstones were less swelling after soaking. Cement-stabilized siltstone increased the CBR value and the UCS significantly. The addition of optimum cement content for siltstone stabilization was about 7 to 10 per cent. 1 Introduction Rock lithology that includes claystone, siltstone, mudstone and shale is also known as mudrocks.
    [Show full text]
  • Lithologic Description Checklist
    GY480 Field Geology Lithologic Description Checklist When describing outcrops you should attempt to determine the following at the exposure: 1. Rock name and/or Formation name (Granite, Cap Mt. Limestone member, etc.) 2. Color or color variations at outcrop (pink granite, vari-colored shale, etc.) 3. Mineralogy (estimate percentages if possible; try to distinguish between primary and secondary minerals) 4. texture: size, shape and arrangement of mineral grains (aphanitic, rhyolite porphyry, idioblastic, porphyroblastic, grain-supported, coarse sandstone, foliated granite, etc.). 5. Primary features: crossbeds, ripple marks, sole marks, igneous flow foliation, pillow basalt, vesicular basalt, etc.) Examples of well-written descriptions Sandstone (quartz arenite): white and very pale orange, weathers light brown and moderate reddish brown; very fine grained; subangular; well-sorted; laminated; locally cross-bedded; bedding thickness as much as a foot (30 cm), mostly covered with rubble; forms steep, rounded slope. Bolsa Quartzite. Granite, light gray or light pink, usually deeply weathered to light brown. Typically coarse- grained, containing large phenocrysts of pale-pink orthoclase up to 3 inches (7.6 cm) long. Coarse-grained groundmass consists of pale-pink orthoclase, chalky plagioclase (albite or andesine), quartz, and books of black biotite. Probably underlies diabase and sedimentary formations in most of the region. Ruin Granite. Schist, light to dark gray, weathers brown to greenish-brown. Comprised of a variety of types from coarse-grained quartz-sericite schist to fine-grained quartz-sericite-chlorite schist. Low- grade metamorphism greenschist facies; higher-grade occurs locally. Relict bedding of sedimentary protolith is generally recognizable in outcrop; plunging overturned tight to isoclinal folding is pervasive.
    [Show full text]
  • Geology of the Omaha-Council Bluffs Area Nebraska-Iowa by ROBERT D
    Geology of the Omaha-Council Bluffs Area Nebraska-Iowa By ROBERT D. MILLER GEOLOGICAL SURVEY PROFESSIONAL PAPER 472 Prepared as a part of a program of the Department of the Interior for the development of the Missouri River basin UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1964 STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director Miller, Robert David, 1922- Geology .of the Omaha-Council Bluffs area, Iowa. 'iV ashington, U.S. Govt. Print. Off., 1964. iv, 70 p. illus., maps (3 col.) diagrs., tables. 30 em. (U.S. Geological Survey. Professional Paper 472) Part of illustrative matter fold. in pocket. Prepared as a part of a program of the Dept. of the Interior for the development of the Missouri River basin. Bibliography: p. 67-70. (Continued on next card) Miller, Robert David, 1922- Geology of the 0maha-Council Bluffs area, Nebraska-Iowa. 1964. (Card 2) 1. Geology-Nebraska-Omaha region. 2. Geology-Iowa-Council Bluffs region. I. Title: Omaha-Council Bluffs area, Nebraska-Iowa. (Series) For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Page Abstract __________________________________________ _ 1 Stratigraphy--Continued Introduction ______________________________________ _ 2 Quaternary System-Continued Location ______________________________________ _ 2 Pleistocene Serie!Y-Continued Present investigation ___________________________ _ 2 Grand Island Formation ________________ _ 23 Acknowledgments ______________________________ _ 3 Sappa Formation __________
    [Show full text]
  • Surface Structure on the East Flank of the Ne:Aha Anticline in Northeast Pottawatomie County, Kansas
    SURFACE STRUCTURE ON THE EAST FLANK OF THE NE:AHA ANTICLINE IN NORTHEAST POTTAWATOMIE COUNTY, KANSAS by GENE A. RATCLIFF B. S. Kansas State College of Agriculture and Applied Science, 156 A THESIS submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Geology and Geography KANSAS STATE COLLEGE CF AGRICULTUhE AND APPLIED SCIENCE 1957 ii TABLE OF CONTENTS INTRODUCTION 1 Location of the Area 1 Geologic Setting 1 Statement of the Problem 4 nAPPING PROCEDURE 5 GEOLOGIC HISTORY 6 Paleozoic Era 6 :csozoic Era 7 Cenozoic Era 7 STRATIGRAPHY 11 Pennsylvanian System 11 Wabaunsee Group 11 Permian System 13 Admire Group 13 Council Grove Group 14 Chase Group 18 quaternary System 18 Pleistocene Series 18 STR7CTURE 19 Regional Structures 19 Nemaha Anticline 19 Forest City Basin 19 Local Structures 20 Humboldt Fault 20 Fault Description 21 iii Relationship to Regional Structures 21 Age of Faulting 24 CONCLUSION 25 ACKNOWLEDGMENT 29 LITERATURE CITED 30 APPLNDIX 31 INTRODUCTION Location of the Area The area covered by this investigation is located in the northeast corner of Pottawatomie county, Kansas. The Pottawa- tomie-Nemaha county line is the northern boundary and township seven south is the southern boundary. The area is approximate- ly two miles wide and 12 miles long in a southwest direction from the extreme northeast corner of Pottawatomie county. Geologic Setting The problem area lies within the Western Interior Province and is located on the east flank of the Nemaha Anticline. The two main structural features are the Nemaha Anticline and the Forest City Basin.
    [Show full text]
  • A) Conglomerate B) Dolostone C) Siltstone D) Shale 1. Which
    1. Which sedimentary rock would be composed of 7. Which process could lead most directly to the particles ranging in size from 0.0004 centimeter to formation of a sedimentary rock? 0.006 centimeter? A) metamorphism of unmelted material A) conglomerate B) dolostone B) slow solidification of molten material C) siltstone D) shale C) sudden upwelling of lava at a mid-ocean ridge 2. Which sedimentary rock could form as a result of D) precipitation of minerals from evaporating evaporation? water A) conglomerate B) sandstone 8. Base your answer to the following question on the C) shale D) limestone diagram below. 3. Limestone is a sedimentary rock which may form as a result of A) melting B) recrystallization C) metamorphism D) biologic processes 4. The dot below is a true scale drawing of the smallest particle found in a sample of cemented sedimentary rock. Which sedimentary rock is shown in the diagram? What is this sedimentary rock? A) conglomerate B) sandstone C) siltstone D) shale A) conglomerate B) sandstone C) siltstone D) shale 9. Which statement about the formation of a rock is best supported by the rock cycle? 5. Which sequence of events occurs in the formation of a sedimentary rock? A) Magma must be weathered before it can change to metamorphic rock. A) B) Sediment must be compacted and cemented before it can change to sedimentary rock. B) C) Sedimentary rock must melt before it can change to metamorphic rock. C) D) Metamorphic rock must melt before it can change to sedimentary rock. D) 6. Which sedimentary rock formed from the compaction and cementation of fragments of the skeletons and shells of sea organisms? A) shale B) gypsum C) limestone D) conglomerate Base your answers to questions 10 and 11 on the diagram below, which is a geologic cross section of an area where a river has exposed a 300-meter cliff of sedimentary rock layers.
    [Show full text]
  • Michael Kenney Paleozoic Stratigraphy of the Grand Canyon
    Michael Kenney Paleozoic Stratigraphy of the Grand Canyon The Paleozoic Era spans about 250 Myrs of Earth History from 541 Ma to 254 Ma (Figure 1). Within Grand Canyon National Park, there is a fragmented record of this time, which has undergone little to no deformation. These still relatively flat-lying, stratified layers, have been the focus of over 100 years of geologic studies. Much of what we know today began with the work of famed naturalist and geologist, Edwin Mckee (Beus and Middleton, 2003). His work, in addition to those before and after, have led to a greater understanding of sedimentation processes, fossil preservation, the evolution of life, and the drastic changes to Earth’s climate during the Paleozoic. This paper seeks to summarize, generally, the Paleozoic strata, the environments in which they were deposited, and the sources from which the sediments were derived. Tapeats Sandstone (~525 Ma – 515 Ma) The Tapeats Sandstone is a buff colored, quartz-rich sandstone and conglomerate, deposited unconformably on the Grand Canyon Supergroup and Vishnu metamorphic basement (Middleton and Elliott, 2003). Thickness varies from ~100 m to ~350 m depending on the paleotopography of the basement rocks upon which the sandstone was deposited. The base of the unit contains the highest abundance of conglomerates. Cobbles and pebbles sourced from the underlying basement rocks are common in the basal unit. Grain size and bed thickness thins upwards (Middleton and Elliott, 2003). Common sedimentary structures include planar and trough cross-bedding, which both decrease in thickness up-sequence. Fossils are rare but within the upper part of the sequence, body fossils date to the early Cambrian (Middleton and Elliott, 2003).
    [Show full text]
  • IC-29 Geology and Ground Water Resources of Walker County, Georgia
    IC 29 GEORGIA STATE DIVISION OF CONSERVATION DEPARTMENT OF MINES, MINING AND GEOLOGY GARLAND PEYTON, Director THE GEOLOGICAL SURVEY Information Circular 29 GEOLOGY AND GROUND-WATER RESOURCES OF WALKER COUNTY, GEORGIA By Charles W. Cressler U.S. Geological Survey Prepared in cooperation with the U.S. Geological Survey ATLANTA 1964 CONTENTS Page Abstract _______________________________________________ -··---------------------------- _____________________ ----------------·----- _____________ __________________________ __ 3 In trodu ction ------------------------------------------ ________________________________ --------------------------------------------------------------------------------- 3 Purpose and scope ------------------------------"--------------------------------------------------------------------------------------------------------- 3 Previous inv es tigati o ns ____ _____ ________ _______ __________ ------------------------------------------------------------------------------------------ 5 Geo Io gy _________________________________________________________________ --- ___________________ -- ___________ ------------- __________________ ---- _________________ ---- _______ 5 Ph ys i ogr a p hy ______________________________________________________ ---------------------------------------- __________________ -------------------------------- 5 Geo Io gi c his tory __________________________ _ __ ___ ___ _______ _____________________________________________ ------------------------------------------------- 5 Stratigraphy -·· __________________
    [Show full text]
  • Chapter 8. Weathering, Sediment, & Soil
    Physical Geology, First University of Saskatchewan Edition is used under a CC BY-NC-SA 4.0 International License Read this book online at http://openpress.usask.ca/physicalgeology/ Chapter 8. Weathering, Sediment, & Soil Adapted by Karla Panchuk from Physical Geology by Steven Earle Figure 8.1 The Hoodoos, near Drumheller, Alberta, have formed from the differential weathering (weaker rock weathering faster than stronger rock) of sedimentary rock. Source: Steven Earle (2015) CC BY 4.0. Learning Objectives After reading this chapter and answering the review questions at the end, you should be able to: • Explain why rocks formed at depth in the crust are susceptible to weathering at the surface. • Describe the main processes of mechanical weathering, and the materials that are produced. • Describe the main processes of chemical weathering, and common chemical weathering products. • Explain the characteristics used to describe sediments, and what those characteristics can tell us about the origins of the sediments. • Discuss the relationships between weathering and soil formation, and the origins of soil horizons. • Describe and explain the distribution of Canadian soil types. • Explain how changing weathering rates affect the carbon cycle and the climate system. Chapter 8. Weathering, Sediment, & Soil 1 What Is Weathering? Weathering occurs when rock is exposed to the “weather” — to the forces and conditions that exist at Earth’s surface. Rocks that form deep within Earth experience relatively constant temperature, high pressure, have no contact with the atmosphere, and little or no interaction with moving water. Once overlying layers are eroded away and a rock is exposed at the surface, conditions change dramatically.
    [Show full text]
  • Geologic Resources Inventory Map Document for Fort Larned National Historic Site
    U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Directorate Geologic Resources Division Fort Larned National Historic Site GRI Ancillary Map Information Document Produced to accompany the Geologic Resources Inventory (GRI) Digital Geologic Data for Fort Larned National Historic Site fols_geology.pdf Version: 6/26/2015 I Fort Larned National Historic Site Geologic Resources Inventory Map Document for Fort Larned National Historic Site Table of Contents Geologic R.e..s.o..u..r.c..e..s.. .I.n..v.e..n..t.o..r..y. .M...a..p.. .D..o..c..u..m...e..n..t....................................................................... 1 About the N..P..S.. .G...e..o..l.o..g..i.c. .R...e..s.o..u..r.c..e..s.. .I.n..v.e..n..t.o..r..y. .P...r.o..g..r.a..m........................................................... 2 GRI Digital .M...a..p.. .a..n..d.. .S..o..u..r.c..e.. .M...a..p.. .C..i.t.a..t.i.o..n............................................................................... 4 Map Unit Li.s..t.......................................................................................................................... 5 Map Unit De..s..c..r.i.p..t.i.o..n..s............................................................................................................. 6 Qal - Alluvi.u..m... .(.H..o..l.o..c..e..n..e..)............................................................................................................................................. 6 Qp - Uplan.d.. .in..t.e..r..m..i.t.t.e..n..t. .l.a..k.e.. .(..p..la..y..a..).. .d..e..p..o..s..it.s.. .(..la..t.e.. .P..l.e..i.s..t.o..c..e..n..e.. .t.o.. .H..o..l.o..c..e..n..e..)............................................................. 6 Qds - Eolia.n.. .d..u..n..e.
    [Show full text]
  • Complete Samples Description (PDF)
    OCS-Y-2321 Burger J 001 Waters Petroleum Advisors Ryan Massey / Jeff McBeth 1500'- 1530' SILTSTONE 70% light to medium gray with common white to light gray tuffaceous matrix, argillaceous, soft, easily friable; CLAYSTONE 30% medium gray, soft, friable 1530'- 1560' CLAYSTONE 100% medium gray, stiff to mushy, cohesive, soft, smooth 1560'- 1590' CLAYSTONE 100% medium gray, lumpy to mushy, soft, irregular cuttings habit, smooth to silty 1590'- 1620' CLAYSTONE 100% medium gray, lumpy to mushy, slightly adhesive, irregular cuttings habit, smooth, trace coal 1620'- 1650' CLAYSTONE 100% medium gray, lumpy to mushy, soft, mostly pulverulent, irregular cuttings habit, smooth, trace tuff 1650'- 1680' CLAYSTONE 100% medium gray, lumpy to mushy, soft, mostly pulverulent, irregular cuttings habit, smooth 1680'- 1710' CLAYSTONE 100% medium gray, lumpy to non-cohesive, pulverulent 1710'- 1740' No Sample 1740'- 1770' No Sample 1770'- 1800' CLAYSTONE 100% medium gray with trace light gray, lumpy to mushy, easily friable, blocky, smooth to waxy 1800'- 1830' CLAYSTONE 100% medium gray, mushy to malleable, silty, easily friable, common blocky 1830'- 1860' SILTSTONE 90% medium to light gray, easily friable, argillaceous; SANDSTONE 10% light gray, lower fine to upper very fine, calcareous cement, well sorted 1860'- 1890' SILTSTONE 95% medium gray, easily friable, argillaceous, occasionally carbonaceous; SANDSTONE 5% light gray, lower fine to upper very fine, slightly calcareous, well sorted 1890'- 1920' CLAYSTONE 60% medium gray, soft, earthy, crumbly; SILTSTONE
    [Show full text]
  • Pleistocene Geology of Kansas
    3 6 3 7 Pleistocene Geology of Kansas By JOHN C. FRYE and A. BYRON LEONARD UNIVERSITY OF KANSAS PUBLICATIONS STATE GEOLOGICAL SURVEY OF KANSAS BULLETIN 99 1952 THE UNIVERSITY OF KANSAS STATE GEOLOGICAL SURVEY OF KANSAS FRANKLIN D. MURPHY, M. D. Chancel/or of the University, and ex officio Director of the Survey JOHN C. FRYE, Ph.D., RAYMOND C. MOORE, Ph.D., Sc.D., Executive Director State Geologist and Director of Research. BULLETIN 99 PLEISTOCENE GEOLOGY OF KANSAS By JOHN C. FRYE AND A. BYRON LEONARD Printed by authority of the State of Kansas Distributed from Lawrence NOVEMBER, 1952 STATE OF KANSAS EDWARD F. AR N, Governor STATE BOARD OF REGENTS OSCAR STAUFFER, Chairman WALTER FEES DREW MCLAUGHLIN MRS. LEO HAUGHEY LESTER McCoy A. W. HERSHBERGER GROVER POOLE Wn.us N. KELLY LAVERNE B. SPAKE MINERAL INDUSTRIES COUNCIL B. 0. WEAVER ('53), Chairman BRIAN O'BRIAN ('55), Vice-Chairman LESTER McCoy ('52) M. L. BREIDEN'THAL ('54) J. E. MISSLMER ('52) HOWARD CAREY ('54) CHARLES COOK ('52) JOHN L. GARLOUGH ('54) K. A. SPENCER ('53) 0. W. BILHARZ ('55) W. L. STRYKER ('53) GEORGE K. MACKIE, JR. ('55) STATE GEOLOGICAL SURVEY OF KANSAS FRANKLIN D. MURPHY, M.D., Chancellor of the University of Kansas, and ex officio Director of the Survey JOHN C. FRYE, Ph.D. RAYMOND C. MOORE, Ph.D., Sc.D. Executive Director State Geologist and Director of Research BASIC GEOLOGY MINERAL RESOURCES STRATIGRAPHY, AREAL GEOLOGY, AND PA- OIL AND GAS LEONTOLOGY Edwin D. Goebel, M.S., Geologist John M. Jewett, Ph.D., Geologist Walter A.
    [Show full text]
  • ROCK OUTCROP SYSTEM Ros12 Southern Floristic Region Southern Bedrock Outcrop Dry, Open Lichen-Dominated Plant Communities on Areas of Exposed Bedrock
    ROCK OUTCROP SYSTEM ROs12 Southern Floristic Region Southern Bedrock Outcrop Dry, open lichen-dominated plant communities on areas of exposed bedrock. Woody vegetation is sparse, and vascular plants are restricted to crevices, shallow soil deposits, and rainwater pools. Vegetation Structure & Composition Description is based on summary of vegetation plot data (relevés), plant species lists, and field notes from surveys of approximately 50 bedrock outcrops. • Lichen and bryophyte cover is high. On exposed bedrock, crustose and foliose lichens predominate. Species include Can- delariella vitellina, Lecanora muralis, Rhi- zocarpon disporum, Dimelaena oreina, Xanthoparmelia cumberlandia, Xanthopar- melia plittii, Acarospora americana, Physcia subtilis, and Dermatocarpon miniatum. On bedrock margins and along crevices, fruti- cose species such as Cladonia pyxidata are present with the more abundant crustose and foliose species. Common bryophytes on exposed rock include Schistidium and Grim- mia species, and, along crevices, Ceratodon purpureus, Weissia controversa, and Tortula species. Mosses often form carpets in shallow rainwater-collecting bedrock hollows. • Herbaceous plant cover is sparse to patchy (5–50%); characteristic species in crevices and areas with shallow soil (< 1in [3cm] deep), where plant biomass is low, include small-flowered fameflower (Talinum parviflorum), brittle prickly pear (Opuntia fragilis), rock spikemoss (Selaginella rupestris), rusty woodsia (Woodsia ilvensis), false pennyroyal (Isanthus brachiatus), slender knotweed
    [Show full text]