Miocene Evolution of the Moscow-Pullman Basin, Idaho and Washington
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Washington Division of Geology and Earth Resources Open File Report
RECONNAISSANCE SURFICIAL GEOLOGIC MAPPING OF THE LATE CENOZOIC SEDIMENTS OF THE COLUMBIA BASIN, WASHINGTON by James G. Rigby and Kurt Othberg with contributions from Newell Campbell Larry Hanson Eugene Kiver Dale Stradling Gary Webster Open File Report 79-3 September 1979 State of Washington Department of Natural Resources Division of Geology and Earth Resources Olympia, Washington CONTENTS Introduction Objectives Study Area Regional Setting 1 Mapping Procedure 4 Sample Collection 8 Description of Map Units 8 Pre-Miocene Rocks 8 Columbia River Basalt, Yakima Basalt Subgroup 9 Ellensburg Formation 9 Gravels of the Ancestral Columbia River 13 Ringold Formation 15 Thorp Gravel 17 Gravel of Terrace Remnants 19 Tieton Andesite 23 Palouse Formation and Other Loess Deposits 23 Glacial Deposits 25 Catastrophic Flood Deposits 28 Background and previous work 30 Description and interpretation of flood deposits 35 Distinctive geomorphic features 38 Terraces and other features of undetermined origin 40 Post-Pleistocene Deposits 43 Landslide Deposits 44 Alluvium 45 Alluvial Fan Deposits 45 Older Alluvial Fan Deposits 45 Colluvium 46 Sand Dunes 46 Mirna Mounds and Other Periglacial(?) Patterned Ground 47 Structural Geology 48 Southwest Quadrant 48 Toppenish Ridge 49 Ah tanum Ridge 52 Horse Heaven Hills 52 East Selah Fault 53 Northern Saddle Mountains and Smyrna Bench 54 Selah Butte Area 57 Miscellaneous Areas 58 Northwest Quadrant 58 Kittitas Valley 58 Beebe Terrace Disturbance 59 Winesap Lineament 60 Northeast Quadrant 60 Southeast Quadrant 61 Recommendations 62 Stratigraphy 62 Structure 63 Summary 64 References Cited 66 Appendix A - Tephrochronology and identification of collected datable materials 82 Appendix B - Description of field mapping units 88 Northeast Quadrant 89 Northwest Quadrant 90 Southwest Quadrant 91 Southeast Quadrant 92 ii ILLUSTRATIONS Figure 1. -
Periodically Spaced Anticlines of the Columbia Plateau
Geological Society of America Special Paper 239 1989 Periodically spaced anticlines of the Columbia Plateau Thomas R. Watters Center for Earth and Planetary Studies, National Air and Space Museum, Smithsonian Institution, Washington, D. C. 20560 ABSTRACT Deformation of the continental flood-basalt in the westernmost portion of the Columbia Plateau has resulted in regularly spaced anticlinal ridges. The periodic nature of the anticlines is characterized by dividing the Yakima fold belt into three domains on the basis of spacings and orientations: (1) the northern domain, made up of the eastern segments of Umtanum Ridge, the Saddle Mountains, and the Frenchman Hills; (2) the central domain, made up of segments of Rattlesnake Ridge, the eastern segments of Horse Heaven Hills, Yakima Ridge, the western segments of Umtanum Ridge, Cleman Mountain, Bethel Ridge, and Manastash Ridge; and (3) the southern domain, made up of Gordon Ridge, the Columbia Hills, the western segment of Horse Heaven Hills, Toppenish Ridge, and Ahtanum Ridge. The northern, central, and southern domains have mean spacings of 19.6,11.6, and 27.6 km, respectively, with a total range of 4 to 36 km and a mean of 20.4 km (n = 203). The basalts are modeled as a multilayer of thin linear elastic plates with frictionless contacts, resting on a mechanically weak elastic substrate of finite thickness, that has buckled at a critical wavelength of folding. Free slip between layers is assumed, based on the presence of thin sedimentary interbeds in the Grande Ronde Basalt separating groups of flows with an average thickness of roughly 280 m. -
Palouse River Tributaries Subbasin Assessment and TMDL
Palouse River Tributaries Subbasin Assessment and TMDL Idaho Department of Environmental Quality January 2005 This Page Intentionally Left Blank. Palouse River Tributaries Subbasin Assessment and TMDL January 2005 Prepared by: Robert D. Henderson Lewiston Regional Office Idaho Department of Environmental Quality 1118 F. Street Lewiston, ID 83501 This Page Intentionally Left Blank. Palouse River Tributaries Subbasin Assessment and TMDL January 2005 Acknowledgments Completing this Subbasin Assessment and TMDL would not have been possible without the support of the following individuals and organizations: • Mark Shumar • Alan Monek • Brock Morgan • Barbara Anderson • Dennis Meier • Palouse River Watershed Advisory Group • Tom Dechert • Cary Myler • Jason Fales • William Kelly • John Cardwell • Ken Clark • Bill Dansart • Richard Lee • John Gravelle • Marti Bridges • Daniel Stewart Thank you! Cover photo by Robert D. Henderson i Palouse River Tributaries Subbasin Assessment and TMDL January 2005 This Page Intentionally Left Blank. ii Palouse River Tributaries Subbasin Assessment and TMDL January 2005 Table of Contents Abbreviations, Acronyms, and Symbols .......................................................xiii Executive Summary........................................................................................xvii Subbasin at a Glance .................................................................................................xvii Key Findings ............................................................................................................. -
Palouse River and Coulee City Rail Line
Palouse River and Coulee City Rail Line Palouse River and Coulee City Rail Line For More Information: Mike Rowswell WSDOT State Rail and Marine Office [email protected] 360-705-7900 360-705-7930 www.wsdot.wa.gov/rail www.wsdot.wa.gov/projects/rail/PCC_Acquisition/ WSDOT State Rail and Marine Office The Palouse River and Coulee PO Box 47407 City (PCC) rail line is the state’s Olympia, WA 98504-7407 longest short-line freight rail system and spans four counties in eastern Washington. In 2007, the Washington State Department of Transportation (WSDOT) completed the purchase of this rail line to save it from abandonment. January 2008 Palouse River and Coulee City Rail Line What is the Palouse River and Coulee City deteriorated over time. After attempting to develop Who is going to operate these lines? (PCC) Rail Line? business for a number of years, Watco finally WSDOT is working with local governments to discuss considered abandoning the lines because they As part of the purchase agreement, Watco will formation of an intergovernmental entity to govern were not profitable. In making that determination, the three branches. When such an entity is formed, it The former Palouse River and Coulee City (PCC) continue to operate the PV Hooper Branch under a Watco cited the expensive maintenance conditions will assume responsibility for the former PCC system. rail line is a 300-mile short-line freight rail system lease signed with the state in November 2004 and mentioned above, increased competition from the WSDOT will continue to oversee rehabilitation work that provides direct rail service to shippers, modified in 2007. -
Developing a Grape Site Selection Gis for the Inland
DEVELOPING A GRAPE SITE SELECTION GIS FOR THE INLAND PACIFIC NORTHWEST By IAN-HUEI YAU A thesis submitted in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE IN SOIL SCIENCE WASHINGTON STATE UNIVERSITY Department of Crop and Soil Sciences DECEMBER 2011 To the Faculty of Washington State University: The members of the Committee appointed to examine the thesis of IAN-HUEI YAU find it satisfactory and recommend that it be accepted. Joan R. Davenport, Ph.D., Chair Markus Keller, Ph.D. Richard A. Rupp, Ph.D. Wade H. Wolfe, Ph.D. ii ACKNOWLEDGMENTS I would like to thank my family for their unwavering encouragement. My mother, father, brother and sister have largely made me who I am, regardless of how different we may be. I would like to thank my committee for their expertise and support on this project. First and foremost, my committee chair Dr. Joan Davenport whose faith in my ability and tireless responsiveness carried me much of the way. To Dr. Richard Rupp whose mutual love of learning through teaching absolutely made my working days in Pullman. To Dr. Markus Keller and Dr. Wade Wolfe whose viticultural prowess and accomplishments lend my inaugural foray into the world of grapes much needed credibility. I would like to thank my fellow graduate students in the Crop and Soil Sciences Department and others at Washington State University for the diversity of perspectives the academic environment offers. I would especially like to thank those who regularly nourished me, physically and mentally, with tabbouleh or a receptive ear. -
Thesis, "Structure and Evolution of the Horse Heaven Hills in South
AN ABSTRACT OF THE THESIS OF Michael Curtis Hagood for the Master of Science in Geology presented February 21, 1985. Title: Structure-and Evolution of the Horse Heaven Hills in South-Central Washington. APPROVED BY MEMBERS OF THE THESIS COMMITTEE: Marvin H. Beeson, Chairman Michael L. Cummings Gilbert T. Benson Stephen P. Reidel The Horse Heaven Hills uplift in south-central Washington con- sists of distinct northwest and northeast trends which merge in the lower Yakima Valley. The northwest trend is adjacent to and parallels the Rattlesnake-Wallula alignment (RAW; a part of the Olympic-Wallowa lineament). The northwest trend and northeast trend consist of aligned or en echelon anticlines and monoclines whose axes are gener- ally oriented in the direction of the trend. At the intersection, La 2 folds in the northeast trend plunge onto and are terminated by folds of the northwest trend. The crest of the Horse Heaven Hills uplift within both trends is composed of a series of asymmetric, north vergent, eroded, usually double-hinged anticlines or monoclines. Some of these "major" anti- clines and monoclines are paralleled to the immediate north by lower- relief anticlines or monoclines. All anticlines approach monoclines in geometry and often change to a monoclinal geometry along their length. In both trends, reverse faults commonly parallel the axes of folds within the tightly folded hinge zones. Tear faults cut across the northern limbs of the anticlines and monoclines and are coincident with marked changes in the wavelength of a fold or a change in the trend of a fold. Layer-parallel faults commonly exist along steeply- dipping stratigraphic contacts or zones of preferred weakness in intraflow structures. -
Shoreline Restoration Plan
Whitman County Coalition Shoreline Restoration Plan available on the City’s website expands on the previous goal in the Environment element with the following vision statement: “Maintain a system of habitat, recreation lands, and facilities in Palouse that defines and enhances the built and natural environment. Support and nurture plant and wildlife habitat, offer a well-balanced range of recreation opportunities which enriches the lives of Palouse's citizens.” Policies and strategies designed to achieve this vision are included in the plan which would significantly improve ecological function in the City. EXISTING AND ONGOING PLANS AND PROGRAMS State, regional, and local agencies and organizations are actively involved in shoreline restoration, conservation, and protection in and around Whitman County. These partners and their local roles in shoreline protection and/or restoration are identified below. 4.1 Whitman County Comprehensive Plan The County’s Comprehensive Plan contains an Environmental Quality and Conservation Element providing policies related to conservation of natural resources. The County has developed guidelines for implementing Comprehensive Plan goals (See Section 3) related to natural resource protection. These focus on policies, regulations, and procedures governing critical and sensitive areas and include: Designating and mapping critical environmental sites and ceasing exemption of dwellings within designated areas from Environmental Impact Statement requirements when a Threshold Determination of Significance is reached. Incorporating goals and guidelines into Whitman County ordinance governing SEPA review. Use the removal of the exemption (above) as an opportunity to evaluate impacts of single-family homes, employ mitigation measures, preserve vegetative cover, and modify locations of buildings and roads. The Plan presents implementation guidelines that incorporate procedural and regulatory frameworks. -
Splay-Fault Origin for the Yakima Fold-And-Thrust Belt, Washington State 2 3 Thomas L
1 Splay-fault origin for the Yakima fold-and-thrust belt, Washington State 2 3 Thomas L. Pratt, United States Geological Survey, School of Oceanography, Box 357940, 4 University of Washington, Seattle, WA 98115 5 6 ABSTRACT 7 The Yakima fold-and-thrust belt (YFTB) is a set of anticlines above reverse faults in the 8 Miocene Columbia River Basalt (CRB) flows of Washington State. The YFTB is bisected by the 9 ~1100-km-long Olympic-Wallowa geomorphic lineament (OWL). There is considerable debate 10 about the origin and earthquake potential of the YFTB and OWL, which lie near six major dams 11 and a large nuclear waste storage site. Here I show that the trends of the YFTB anticlines relative 12 to the OWL match remarkably well the trends of the principal stresses determined from Linear 13 Elastic Fracture Mechanics (LEFM) modeling of the end of a vertical strike-slip fault. From this 14 comparison and the termination of some YFTB anticlines at the OWL, I argue that the YFTB 15 formed as splay faults caused by an abrupt decrease in the amount of strike-slip motion along the 16 OWL. If this hypothesis is correct, the OWL and YFTB are likely interconnected, deeply-rooted 17 structures capable of large earthquakes. 18 19 20 INTRODUCTION 21 The Yakima fold and thrust belt (YFTB) of central Washington State is a set of 22 prominent anticlines in the Miocene Columbia River Basalt flows (CRB; figure 1). The YFTB 23 anticlines form three distinct sets (Riedel et al., 1989 and 1994; Watters, 1989). -
Introduction .Of Washington Geographic Names, a Study
NOTES ON EARLY SETTLEMENTS AND ON GEOGRAPHIC NAMES OF EASTERN WASHINGTON Introduction The article which follows is a by-product of several mmor studies in the economic history of eastern Washington. Although not intended as such, it turns out to be, in some respects, an appen dix, or perhaps a series of footnotes, to Professor Meany's Origin . of Washington Geographic Names, a study published serially in this magazine and subsequently brought out as a volume by the Uni versity of Washington Press in 1923. The article contains some names not included in Professor Meany's study, elaborations of a few of his entries, and, in rare instances, slight corrections of his work. To facilitate comparison, frequent references are made to the above-mentioned volume. But the present article is conceived in a different spirit from that of Professor Meany's study. His interest centered in the origins of names; mine has consisted primarily in assembling data relating to early settlements in one area of Washington. Other entries in my article are incidental. By means of the data herein assembled the story of the occupation of the area north of the Snake River in eastern Washington during the seventies and the eighties can be traced in outline, and the principal factors which determined the sites of pioneer towns can be seen in operation. Not the least important of these factors was transportation. During the decade of the seventies the pioneers of eastern Washington were in large measure economically dependent on the Columbia River system. Down the Snake and Columbia rivers was shipped the produce of the "upper country," and up these rivers were transported immi grants and equipment needed for the economic development of the Palouse and Spokane countries.* And to some extent settlers south of the Snake River were dependent on the navigation of that stream. -
4.0 Geology and Tectonic Analysis 4.1 Earthquake
PNNL-11557 UC-903 Hanford Quarterly Seismic Report - 97A Seismicity On and Near the Hanford Site, Pasco Basin, Washington, October 1,1996 Through December 31,1996 S.P. Reidel D.C. Hartshorn February 1997 Prepared for the U.S. Department of Energy under Contract DE-AC06-76RLO 1830 psy-p r 3 a-*rn v " (V Portions of this document may be inegible in electronic image pradn- hagsare poduced frosrr the best available original dOCllIIlmt 1 SUMMARY Hanford Seismic Monitoring provides an uninterrupted collection of high-quality raw and processed seismic data from the Hanford Seismic Network (HSN) for the U.S. Department of Energy and contractors. The staff also locates and identifies sources of seismic activity and monitors changes in the historical pattern of seismic activity at the Hanford Site. The data are compiled, archived, and published for use by the Hanford Site for activities ranging from waste management, Natural Phenomena Hazards assessments, and engineering design and construction. In addition, the seismic monitoring organization works with the Hanford Site Emergency Services Organization to provide assistance in the event of an earthquake on the Hanford Site. The HSN and the Eastern Washington Regional Network (EWRN) consist of 41 individual sensor sites and 15 radio relay sites maintained by the Seismic Monitoring staff. Most stations and five relay sites are solar powered. The operational rate for stations in the HSN was 97.23 % and for stations of the EWRN was 99.93 %. For fiscal year (FY) 1997 first quarter (97A), seven local earthquakes were identified: two occurred in the basalt, two in the prebasalt sediments, and three in the crystalline basement. -
GEOLOGIC MAP of the SADDLE MOUNTAINS, SOUTH-CENTRAL WASHINGTON by STEPHEN P
GEOLOGIC MAP OF THE SADDLE MOUNTAINS, SOUTH-CENTRAL WASHINGTON by STEPHEN P. REIDEL WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES GEOLOGIC MAP GM-38 1988 •• WASHINGTON STATE DEPARTM£NT or •.:;;;~=r= Natural Resources Brian Boyle Cotnml$$!00er o/ Publte Lands An Si.oms ~ Supemsar Dlvlslon of Geology and Earth Resources Raymond Lcsmarus. State GooloqlSt Geologic Map of the Saddle Mountains, South-Central Washington by Stephen P. Reidel The Saddle Mountains are an east-trending anti ate, and the location of the sample. The samples are clinal ridge in south-central Washington that extends located in four ways: (1) section, township, and about 68 mi between Ellensburg and Othello. This range; (2) latitude and longitude; (3) State Plane map set covers a portion of the structure between [Lambert) coordinates; and (4) Universal Transverse 119° and 120° longitude and complements a report Mercator (UTM) coordinates. UTM coordinates on by Reidel (1984). Plates 1, 2, and 3 allow the most accurate location The map set consists of five plates: Plates 1, 2, of samples. and 3 are geologic maps; Plate 4 consists of cross ACKNOWLEDGEMENfS sections and an explanation; and Plate 5 is a set of isopach maps for the basalt flows. These data repre Without Linda Land, Michael Hagood, Don Hiller, sent the results of fieldwork completed between Connie Poe, Kevin Kelly, C. Wes Myers, and J. Eric 1977 and 1979 and additional work in 1981 and Schuster, this map set could not have been com 1982 for the U.S. Department of Energy as part of pleted. Their time and efforts are gratefully acknow the Basalt Waste Isolation Project. -
I-82, MP 36 to 44 Rattlesnake Hills Landslide Evaluation
I-82, MP 36 to 44 Rattlesnake Hills Landslide Evaluation January 30, 2018 Project No. 182-2002 Prepared for: Mr. Todd Trepanier, PE Regional Administrator, South Central Region Washington State Department of Transportation Mr. James R. Struthers, LEG Chief Engineering Geologist, Geotechnical Office Washington State Department of Transportation Mr. Dave Norman, LG, LEG, LHG State Geologist, Department of Natural Resources Washington Geologic Survey Prepared by: Norman I. Norrish, PE Principal Wyllie & Norrish Rock Engineers Inc. Rattlesnake Ridge Landslide Evaluation January 30, 2018 TABLE OF CONTENTS Page QUALIFICATIONS STATEMENT ................................................................................................. 1 EXECUTIVE SUMMARY .............................................................................................................. 2 1 INTRODUCTION ................................................................................................................ 5 2 TECHNICAL PARTICIPANTS ............................................................................................ 5 3 SCOPE-OF-WORK ............................................................................................................ 5 4 EVALUATION APPROACH ............................................................................................... 6 5 ASSUMPTIONS AND CONSTRAINTS .............................................................................. 7 6 LANDSLIDE MORPHOLOGY ...........................................................................................