THESIS TIMING and GENESIS of FRACTURES in the NIOBRARA FORMATION, NORTHEASTERN FRONT RANGE and DENVER BASIN, COLORADO Submitted

Total Page:16

File Type:pdf, Size:1020Kb

THESIS TIMING and GENESIS of FRACTURES in the NIOBRARA FORMATION, NORTHEASTERN FRONT RANGE and DENVER BASIN, COLORADO Submitted THESIS TIMING AND GENESIS OF FRACTURES IN THE NIOBRARA FORMATION, NORTHEASTERN FRONT RANGE AND DENVER BASIN, COLORADO Submitted by Cody Lee Allen Department of Geosciences In partial fulfillment of the requirements For the Degree of Master of Science Colorado State University Fort Collins, Colorado Summer 2010 COLORADO STATE UNIVERSITY April 30th, 2010 WE HEREBY RECOMMEND THAT THE THESIS PREPARED UNDER OUR SUPERVISION BY CODY L. ALLEN ENTITLED TIMING AND GENESIS OF FRACTURES IN THE NIOBRARA FORMATION, NORTHEASTERN FRONT RANGE AND DENVER BASIN, COLORADO BE ACCEPTED AS FULFILLING IN PART REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE. Committee on Graduate Work ____________________________________ Wayne Charlie ____________________________________ Sven Egenhoff ____________________________________ Bryan Richter ____________________________________ Advisor: Eric Erslev ____________________________________ Department Head: Sally Sutton ii ABSTRACT OF THESIS TIMING AND GENESIS OF FRACTURES IN THE NIOBRARA FORMATION, NORTHEASTERN FRONT RANGE AND DENVER BASIN, COLORADO Naturally-occurring fractures in foreland basins, particularly in self-sourced resource plays, are critical to the production of hydrocarbons from low permeability reservoirs. Both shear and extensional fractures commonly cause reservoir anisotropy as well as providing critical tests of tectonic hypotheses. The objective of this research is to determine the mechanisms and timing of naturally-occurring fractures in the upper Cretaceous Niobrara Formation along the northeastern Front Range and in the Denver Basin of the Rocky Mountain Foreland. Previous hypotheses for the origin of fractures within the Denver Basin have focused largely on mechanisms invoking basement reactivation either by vertical block motion or by Laramide subhorizontal shortening. Contrasting hypotheses include multidirectional slip, regional and/or local detachment, and post-Laramide extension in the direction of previous compression. This study analyzes the kinematics, modes and mechanisms of deformation in the Niobrara Formation from fractures examined along the northeastern Front Range and from faults identified in 3D seismic data from the Denver Basin. Surface fracture data collected from 61 locations include minor faults, joints, calcite-filled fractures, and pressure solution stylolites. Subsurface data includes two 3D seismic surveys (Sooner Field and Dana Point) were fault geometries were examined. iii In outcrops, ideal σ1 analysis of strike–slip and thrust fault data document a subhorizontal Laramide compression with an average attitude of 086°-08⁰. Normal faults identified through the study are highly variable with an average slip direction of 183⁰- 73⁰. Normal dip-slip reactivation of right-lateral shear planes indicates normal faults are younger. Two joint systems are observed throughout the study area with J1 joints averaging 078⁰ and later J2 joints averaging 171⁰. Subsurface 3D seismic data show listric and planar normal fault sets cut the Niobrara and lower Pierre formations. Calculated fault dip angles at Sooner Field average 8⁰, and those at Dana Point average 27⁰. These low fault dip angles suggest layer-parallel detachment, but diverse fault strikes are problematic and suggest multiple slip directions. No basement-to-Cretaceous faults were identified in either volume, casting doubt on basement reactivation hypotheses. Fracture sets in the Niobrara Formation show evidence for four different fracture mechanisms. Initial faulting generated by Laramide subhorizontal compression (086°) was followed by later, but still Laramide, ENE- to E-W-striking J1 splitting joints. Post- Laramide extension is indicated by NNW to N-S-striking J2 joints. Lastly, low-angle listric and planar normal faults in seismic data are interpreted to be post-Laramide. They were probably caused by local detachment, but their mechanisms and timing require further investigation. Cody Lee Allen Department of Geosciences Colorado State University Fort Collins, CO 80523 Summer 2010 iv ACKNOWLEDGMENTS This project was supported by a research assistantship through Noble Energy Inc., and the Duncan A. McNaughton memorial grant from the American Association of Petroleum Geologists. Echo Geophysical Inc. graciously donated access to the Dana Point 3D seismic survey. I would like to express my sincere gratitude and thanks to my advisor, Dr. Eric Erslev, for his patience and guidance throughout my graduate studies at Colorado State University. Eric, your expertise and scientific enthusiasm greatly enhanced my ability to test complex geologic hypotheses, and fostered a renewed appreciation for field research, and the Colorado outdoors. I would also like to thank Dr. Sven Egenhoff and Dr. Wayne Charlie for being on my graduate committee, as well as fellow students and staff at Colorado State University for their instruction, and friendship. Special thanks go to Dr. Bryan Richter of Noble Energy Inc. who was also on my committee, for being a great mentor, friend, and sounding board for new ideas and hypotheses. Field data presented in this thesis could not have been collected without the permission of many public and private landowners. I would like to thank Holcim Inc, Cemex Inc., and the many private land owners who allowed access to outcrop along the northeastern Front Range. Last but not least, I would like to express my sincere gratitude and appreciation to my mother Jacqi and father Terry for their support and encouragement. To my wife Charity, thank you for your emotional and financial support, understanding, patience, and bright smile after long field days. I couldn’t have done it without you. v TABLE OF CONTENTS Page Title Page …………………………………………………………………………. i Signature Page……………………………………………………………………..ii Abstract of Thesis………………………………………………………………….iii Acknowledgements……………………………………………………………….. v Table of Contents………………………………………………………………….vi 1. INTRODUCTION………………………………………………………….…... 1 2. STRATIGRAPHIC SUMMARY……………………………………………….8 Precambrian…………………………………………………………………8 Paleozoic……………………………………………………………………10 Mesozoic……………………………………………………………………12 Cenozoic……………………………………………………………………18 3. PREVIOUS WORK……………………………………………………………20 Laramide Tectonic and kinematic Models…………………………………20 Post-Laramide Tectonic and Kinematic Models…………………………...26 Previous Structural Interpretations of the Northeastern Front Range ……...28 Subsurface Denver Basin Fracture Studies………………………………...32 4. METHODS OF DATA COLLECTION, SURFACE FRACTURE OBSERVATIONS AND ANALYSIS………………………………………….....40 Fault and Shear Sense Data Collection Methods…………………………...41 Fracture and Bedding Data Collection Methods……………………………42 Methods of Analysis of Minor Fault Data……………………………….....42 Methods of Analysis of Joint, Calcite Fracture, Stylolite, and Pencil Cleavage Data…………………………………………………………………………44 Geologic Observations……………………………………….......................44 Livermore Quadrangle……………………………………………...53 Laporte Quadrangle………………………........................................56 Horsetooth Reservoir Quadrangle…………………………………..63 Masonville Quadrangle……………………………………………..67 Carter Lake Reservoir Quadrangle………………………………….73 Hygiene Quadrangle………………………………………………...76 Boulder Quadrangle………………………………………………....81 Observations Summary……………………………………………...88 5. DETAILED FRACTURE ANALYSIS………………………………………...90 Minor Fault Slickenlines and Ideal σ1 Axes………………………………...90 Stylolite Data Analysis……………………………………………………...98 Joint Data and Analysis……………………………………………………..99 Calcite filled Fracture Analysis……………………………………………..104 Conclusions from Fracture Analysis………………………………………..105 vi TABLE OF CONTENTS (CONT.) Page 6. 3D SEISMIC FAULT ANALYSIS………………………………………….….107 Previous Subsurface studies and hypotheses………………………………..107 Methods of 3D Seismic Fault Analysis……………………………………..111 Sooner Field 3D Seismic Observations and Fault Analysis………………...113 Dana Point 3D Seismic Observations and Fault Analysis…………………..120 Conclusions………………………………………………………………….128 7. CONCLUSIONS………………………………………………………………...132 Questions for Future Research………………………………………………137 References Cited……………………………………………………………………139 Appendices………………………………………………………………………….153 Appendix One: Shear Fracture Data Tables..........................................................154 Appendix Two: Extensional Fracture Data Tables……………………………....159 Appendix Three: Calcite-Filled Fracture Data Tables……………………...…...165 Appendix Four: Stylolite Data Table………………………………………….......169 Appendix Five: Pencil-Cleavage Data Table……………………………………...170 Appendix Six: Borehole Breakout Data Table ……………………………...…....171 Appendix Seven: Formation Micro-Image Log Fracture Data Tables……….....172 Appendix Eight: Sooner Field 3D Seismic Fault Data Tables……… ……..…....175 Appendix Nine: Dana Point 3D Seismic Fault Data Tables………………...……186 vii Chapter 1 Introduction Foreland basins develop on continental crust along the length of collisional plate margins or along compressional destructive margins (Beaumont, 1981; Blackstone, 1986; Jordan, 1981; 1995; DeCelles and Giles, 1996; Leeder, 1999). They are the most studied type of sedimentary basin because they lie adjacent to Earth’s major mountain chains and contain geological data with which orogenic belts can be reconstructed. Retro-arc foreland basins such as the active basins east of the Andes and the eastern forelands of the Rocky Mountains lie on continental crust of the overriding plate at destructive margins on the continental side of orogenic belts away from the subducting plate (Leeder, 1999; Allen and Allen, 1990, Ramos
Recommended publications
  • Group Living Frequently Asked Questions
    Group Living Project – Common Questions General questions about the project: Page 1 Household Regulations: Page 3 Residential Care: Page 6 Advisory Committee: Page 9 Next Steps: Page 10 What is this project about and how long has it been going on? For the last two and a half years, Denver city planners have been working with residents, policy experts, advocates and service providers for vulnerable populations and other community members to update the Denver Zoning Code’s regulations on residential uses. These regulations govern everything from conventional households to group homes, shelters and assisted living facilities. Why do residential use rules need to be updated? Current rules create obstacles for residents who need flexible housing options and for providers who offer much-needed services to vulnerable populations. Current rules also perpetuate inequity by making it harder for certain communities to live in residential neighborhoods and near jobs, transit or other services they need. The project and the proposed changes aim to increase flexibility and housing options for residents, to streamline permitting processes for providers while fostering good relationships with neighbors, and to make it easier for those experiencing homelessness, trying to get sober or who have other special needs to live and access services with dignity. Why can’t we move more slowly with these changes? This project has been in progress for more than two years. The issues addressed have become even more urgent in the wake of the ongoing pandemic, job losses that are leading to a wave of evictions, the forthcoming loss of Denver’s existing community corrections resources, and our country’s long-overdue awakening to issues of equity.
    [Show full text]
  • Morrison Formation 37 Cretaceous System 48 Cloverly Formation 48 Sykes Mountain Formation 51 Thermopolis Shale 55 Mowry Shale 56
    THE STRUCTURAL AND STRATIGRAPHIC FRAMEWORK OF THE WARM SPRINGS RANCH AREA, HOT SPRINGS COUNTY, WYOMING By CHRISTOPHER JAY CARSON Bachelor of Science Oklahoma State University 1998 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 July, 2000 THE STRUCTURAL AND STRATIGRAPHIC FRAMEWORK OF THE WARM SPRINGS RANCH AREA, HOT SPRINGS COUNTY, WYOMING Thesis Approved: Thesis Advisor ~~L. ... ~. ----'-"'-....D~e~e:.-g-e----- II ACKNOWLEDGEMENTS I wish to express appreciation to my advisor Dr. Arthur Cleaves for providing me with the opportunity to compile this thesis, and his help carrying out the fieldwork portion of the thesis. My sincere appreciation is extended to my advisory committee members: Dr. Stan Paxton, Dr. Gary Stewart, and Mr. David Schmude. I wish to thank Mr. Schmude especially for the great deal of personal effort he put forth toward the completion of this thesis. His efforts included financial, and time contributions, along with invaluable injections of enthusiasm, advice, and friendship. I extend my most sincere thank you to Dr. Burkhard Pohl, The Big Hom Basin Foundation, and the Wyoming Dinosaur Center. Without whose input and financial support this thesis would not have been possible. In conjunction I would like to thank the staff of the Wyoming Dinosaur Center for the great deal of help that I received during my stay in Thermopolis. Finally I wish to thank my friends and family. To my friends who have pursued this process before me, and with me; thank you very much.
    [Show full text]
  • Understanding and Mapping Variability of the Niobrara Formation
    UNDERSTANDING AND MAPPING VARIABILITY OF THE NIOBRARA FORMATION ACROSS WATTENBERG FIELD, DENVER BASIN by Nicholas Matthies A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science (Geology). Golden, Colorado Date________________ Signed:____________________________________ Nicholas Matthies Signed:____________________________________ Dr. Stephen A. Sonnenberg Thesis Advisor Golden, Colorado Date:_______________ Signed:____________________________________ Dr. Paul Santi Professor and Head Department of Geology and Geological Engineering ii ABSTRACT Wattenberg Field has been a prolific producer of oil and gas since the 1970s, and a resurgence of activity in recent years in the Niobrara Formation has created the need for a detailed study of this area. This study focuses on mapping regional trends in stratigraphy, structure, and well log properties using digital well logs, 3D seismic data, and core X-ray diffraction data. Across Wattenberg, the Niobrara is divided into the Smoky Hill Member (made up of A Chalk, A Marl, B Chalk, B Marl, C Chalk, C Marl, and Basal Chalk/Marl) and the Fort Hays Limestone Member. Directly beneath the Niobrara, the Codell Sandstone is the uppermost part of the Carlile Formation. Stratigraphic trends in these units are primarily due to differential compaction and compensational sedimentation. The largest structural trend is a paleo-high that runs east-west to northeast-southwest across the middle of the field. It has a relief of about 100 ft, and is 20 mi wide. The A Chalk and A Marl show evidence of submarine erosion over this area. Faults mapped from 3D seismic data are consistent with previously published data on a proposed polygonal fault system in the Denver Basin.
    [Show full text]
  • DPSC Hogback Parking Facility
    Diamond Pro Stone Cut® RETAINING wAll sysTEm project profile the design used a multipiece system to mimic area rock outcroppings. four custom colors were used in the wall to show a sweeping motion near the top, which blends seamlessly with the surrounding scenery. Hogback Parking Facility GoldEN, coloRAdo ProDUcT insTallEr ThE challEngE Diamond Pro Stone Cut® HTM Construction Expand parking, upgrade drainage, add landscaping, meet high retaining wall system Lakewood, Colorado aesthetic standards and construct the project without closing the nearby Interstate highway exits were just a few of the manUFACTUrEr ProjEcT sizE challenges faced by the team that led the improvement of a Pavestone Company 28,000 square feet “park and ride” facility outside Denver, just off Interstate 70 and Henderson, Colorado U.S. Highway 40. The area known as the Dakota Hogback in the Rocky Mountain foothills had been a popular parking place for WALL DEsignEr Denver commuters and mountain-bound outdoor enthusiasts J.F. Sato and Associates for years before the Colorado Department of Transportation Denver, Colorado and Jefferson County decided to update the facility. anchorwall.com Diamond Pro Stone Cut® RETAINING wAll sysTEm project profile ThE solUTion Designed by Denver engineering firm J.F. Sato and Associates, the Hogback retaining wall was engineered to be both functional and aesthetically pleasing. Colorado DOT Project Manager Martin Herbaugh described the choice of the Diamond Pro Stone Cut® retaining wall system for the wall as the perfect solution that best met the requirements of the project. The designer chose the product because of its multiple pieces and rough-looking appearance that complement the Rocky Mountain landscape.
    [Show full text]
  • Cyclicity, Dune Migration, and Wind Velocity in Lower Permian Eolian Strata, Manitou Springs, CO
    Cyclicity, Dune Migration, and Wind Velocity in Lower Permian Eolian Strata, Manitou Springs, CO by James Daniel Pike, B.S. A Thesis In Geology Submitted to the Graduate Faculty of Texas Tech University in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCES Approved Dustin E. Sweet Chair of Committee Tom M. Lehman Jeffery A. Lee Mark Sheridan Dean of the Graduate School August, 2017 Copyright 2017, James D. Pike Texas Tech University, James Daniel Pike, August 2017 ACKNOWLEDGMENTS I would like to extend my greatest thanks to my advisor Dr. Dustin Sweet, who was an excellent advisor during this research. Dr. Sweet was vital throughout the whole process, be it answering questions, giving feedback on figures, and imparting his extensive knowledge of the ancestral Rocky Mountains on me; for this I am extremely grateful. Dr. Sweet allowed me to conduct my own research without looking over my shoulder, but was always available when needed. When I needed a push, Dr. Sweet provided it. I would like to thank my committee memebers, Dr. Lee and Dr. Lehman for providing feedback and for their unique perspectives. I would like to thank Jenna Hessert, Trent Jackson, and Khaled Chowdhury for acting as my field assistants. Their help in taking measurements, collecting samples, recording GPS coordinates, and providing unique perspectives was invaluable. Thank you to Melanie Barnes for allowing me to use her lab, and putting up with the mess I made. This research was made possible by a grant provided by the Colorado Scientific Society, and a scholarship provided by East Texas Geological Society.
    [Show full text]
  • GROUNDWATER LEVELS in the DENVER BASIN BEDROCK AQUIFERS 2017
    GROUNDWATER LEVELS in the DENVER BASIN BEDROCK AQUIFERS 2017 by Andrew D. Flor John W. Hickenlooper Robert W. Randall Governor Executive Director, DNR Kevin G. Rein Matthew A. Sares State Engineer Manager, Hydrogeology Section GROUNDWATER LEVELS IN THE DENVER BASIN BEDROCK AQUIFERS 2017 This report updates basic data concerning the depth to and elevation of groundwater in the four main Denver Basin bedrock aquifers collected during the spring and summer of 2017. The report is organized first by aquifer, then by well name. Well completion information is provided, where available. Wells that may be completed in more than one aquifer are listed according to the uppermost aquifer. Approximately 95 water-level measurements in this year’s report were obtained by Division of Water Resources (Division) personnel. A total of six wells have been instrumented with data loggers to collect daily water-level data. These include the following: - four wells in the Castle Rock area that monitor all four Denver Basin aquifers; CO3_LTDW (DB-204), CO3_TKD (DB-205), CO6_KA (DB-206) and CO3_KLF (DB-203); and - two wells near Golden in the Pleasant View Metropolitan District are completed in the Arapahoe (DB-201) and Laramie-Fox Hills (DB-200) aquifers. Water-level data from 126 cooperator wells are also included in this report. Personnel from cooperating water districts and municipalities graciously provided these data upon request. The Division appreciates the cooperation of the many entities that provide water-level information. Recent Legislation has directed the Division of Water Resources, in consultation with the Colorado Water Conservation Board, to encourage qualified parties to submit water level data for inclusion in the statewide water level database.
    [Show full text]
  • Geology of the Cebolla Quadrangle, Rio Arriba County, New Mexico
    BULLETIN 92 Geology of the Cebolla Quadrangle Rio Arriba County, New Mexico by HUGH H. DONEY 1 9 6 8 STATE BUREAU OF MINES AND MINERAL RESOURCES NEW MEXICO INSTITUTE OF MINING & TECHNOLOGY CAMPUS STATION SOCORRO, NEW MEXICO NEW MEXICO INSTITUTE OF MINING AND TECHNOLOGY STIRLING A. COLGATE, President STATE BUREAU OF MINES AND MINERAL RESOURCES FRANK E. KOTTLOWSKI, Acting Director THE REGENTS MEMBERS Ex OFFICIO The Honorable David F. Cargo ...................................... Governor of New Mexico Leonard DeLayo ................................................. Superintendent of Public Instruction APPOINTED MEMBERS William G. Abbott .........................................................................................Hobbs Henry S. Birdseye ............................................................................... Albuquerque Thomas M. Cramer ................................................................................... Carlsbad Steve S. Torres, Jr. ....................................................................................... Socorro Richard M. Zimmerly .................................................................................... Socorro For sale by the New Mexico Bureau of Mines and Mineral Resources Campus Station, Socorro, N. Mex. 87801—Price $3.00 Abstract The Cebolla quadrangle overlaps two physiographic provinces, the San Juan Basin and the Tusas Mountains. Westward-dipping Mesozoic rocks, Quaternary cinder cones and flow rock, and Quaternary gravel terraces occur in the Chama Basin of the San Juan
    [Show full text]
  • PALEONTOLOGICAL TECHNICAL REPORT: 6Th AVENUE and WADSWORTH BOULEVARD INTERCHANGE PHASE II ENVIRONMENTAL ASSESSMENT, CITY of LAKEWOOD, JEFFERSON COUNTY, COLORADO
    PALEONTOLOGICAL TECHNICAL REPORT: 6th AVENUE AND WADSWORTH BOULEVARD INTERCHANGE PHASE II ENVIRONMENTAL ASSESSMENT, CITY OF LAKEWOOD, JEFFERSON COUNTY, COLORADO Prepared for: TEC Inc. 1746 Cole Boulevard, Suite 265 Golden, CO 80401 Prepared by: Paul C. Murphey, Ph.D. and David Daitch M.S. Rocky Mountain Paleontology 4614 Lonespur Court Oceanside, CA 92056 303-514-1095; 760-758-4019 www.rockymountainpaleontology.com Prepared under State of Colorado Paleontological Permit 2007-33 January, 2007 TABLE OF CONTENTS 1.0 SUMMARY............................................................................................................................. 3 2.0 INTRODUCTION ................................................................................................................... 4 2.1 DEFINITION AND SIGNIFICANCE OF PALEONTOLOGICAL RESOURCES........... 4 3.0 METHODS .............................................................................................................................. 6 4.0. LAWS, ORDINANCES, REGULATIONS AND STANDARDS......................................... 7 4.1. Federal................................................................................................................................. 7 4.2. State..................................................................................................................................... 8 4.3. County................................................................................................................................. 8 4.4. City.....................................................................................................................................
    [Show full text]
  • Dakota Hogback-Colorado State Natural Area
    Dakota Hogback Colorado State Natural Area What to Expect The Dakota Hogback Natural Area encompasses a prominent ridge spanning several miles along the foothills of the Rocky Mountains. The “hogback” is composed of Dakota Sandstone highly resistant to erosion, preserving a snapshot into the past. The ridge contains several high quality exposures of dinosaur tracks and bones, as well as several other plant and trace fossils best viewed at Dinosaur Ridge. The Dakota Hogback also serves as an important flyway for migrating raptors. Volunteers at the site have recorded the highest tally of migrating ferruginous hawks in the world D inosaur tracks at Dino Ridge About the Natural Area Location: Jefferson County, 2 miles north of Morrison Landowner: Jefferson County Open Space Size: 2168 acres Address: Dakota Ridge Trail, Golden, CO 80401. Google maps link to the Dinosaur Ridge Visitor Center. Dakota hogback and foothills Know Before You Go The site is best explored on the Dakota Ridge Trail, which provides spectacular views of the hogback. Terrain may be narrow and steep. Visitors should stay on-trail and keep dogs on leash. You can access this trail and several exhibits from the Dinosaur Ridge Visitor Center. Before arriving, be sure to visit the Dinosaur Ridge website to explore the online educational portal that will excite the dinosaur enthusiast in everyone. If visiting during spring or fall, bring your binoculars to view the many raptors that use this area as a migratory flyway! Dinosaur Ridge exhibit For more information about the Colorado Natural Areas Program (CNAP) visit CNAP’s website. .
    [Show full text]
  • Denudation History and Internal Structure of the Front Range and Wet Mountains, Colorado, Based on Apatite-Fission-Track Thermoc
    NEW MEXICO BUREAU OF GEOLOGY & MINERAL RESOURCES, BULLETIN 160, 2004 41 Denudation history and internal structure of the Front Range and Wet Mountains, Colorado, based on apatite­fission­track thermochronology 1 2 1Department of Earth and Environmental Science, New Mexico Institute of Mining and Technology, Socorro, NM 87801Shari A. Kelley and Charles E. Chapin 2New Mexico Bureau of Geology and Mineral Resources, New Mexico Institute of Mining and Technology, Socorro, NM 87801 Abstract An apatite fission­track (AFT) partial annealing zone (PAZ) that developed during Late Cretaceous time provides a structural datum for addressing questions concerning the timing and magnitude of denudation, as well as the structural style of Laramide deformation, in the Front Range and Wet Mountains of Colorado. AFT cooling ages are also used to estimate the magnitude and sense of dis­ placement across faults and to differentiate between exhumation and fault­generated topography. AFT ages at low elevationX along the eastern margin of the southern Front Range between Golden and Colorado Springs are from 100 to 270 Ma, and the mean track lengths are short (10–12.5 µm). Old AFT ages (> 100 Ma) are also found along the western margin of the Front Range along the Elkhorn thrust fault. In contrast AFT ages of 45–75 Ma and relatively long mean track lengths (12.5–14 µm) are common in the interior of the range. The AFT ages generally decrease across northwest­trending faults toward the center of the range. The base of a fossil PAZ, which separates AFT cooling ages of 45– 70 Ma at low elevations from AFT ages > 100 Ma at higher elevations, is exposed on the south side of Pikes Peak, on Mt.
    [Show full text]
  • Dinosaur Ridge
    Exploration 17: Geologic History — Dinosaur Ridge Dinosaur Ridge, Colorado Log on to the Encounter Earth site – http://www.mygeoscience.com/kluge – and click the link for the “Exploration 17: Geologic History—Dinosaur Ridge” KMZ file to begin this activity. The Jurassic and Cretaceous—Location 1: The Dakota Hogback Open the folder “Geologic History—Dinosaur Ridge, Colorado.” 1. Double click the icon for placemark A to fly to it, and open the placemark balloon. The view is of the Interstate 70 road cut through the Dakota Hogback, a Jurassic-Cretaceous age formation of sedimentary shales and sandstones that dips steeply to the east. The gray and purple rocks on the western side of the out- crop are largely shales and mudstones. The tan and gray rocks on the eastern side of the outcrop are largely sandstones. The rocks here have not been overturned. a. Use an “X” to label the oldest rocks on Figure 17.1, and label the youngest rocks with the letter “Y.” b. What “law” of relative dating did you apply to determine the relative ages of the rocks here? Explain that law. Law __________________________ Explanation: Figure 17.1 The Dakota Hogback Google Earth™ is a trademark of Google, Inc. 53 c. What evidence is there to suggest that these rocks have been uplifted and deformed? What law of relative dating did you apply in citing that evidence?______________________ Explain that law: d. Where do the rocks that are least resistant to weathering and erosion outcrop on Figure 17.1? What rock types make up that part of the outcrop? e.
    [Show full text]
  • 7.0 References
    I-70/32nd Avenue Interchange Environmental Assessment 7.0 REFERENCES Amuedo and Ivey. 1975. Coal mine subsidence and land-use in the Boulder-Weld coalfield, Boulder and Weld Counties, Colorado: Colorado Geological Survey, Environmental Geology Series EG-9. Anderson, D.G. and J. Stevens. 2000. City of Wheat Ridge Open Space Areas Biological Inventory. Colorado. American Society for Testing and Materials (ASTM). 2000. ASTM Standards on Environmental Site Assessments for Commercial Real Estate. E 1527-00. Beane, Ronald. 1998. Presence/absence surveys for Preble’s meadow jumping mouse, Coors Brewing Company – Eastern Parcel, Jefferson County, Colorado. October 14. Brown, R.W. 1943. Cretaceous-Tertiary boundary in the Denver Basin, Colorado: Geological Society of America Bulletin, v. 54. Brown, R.W. 1962. Paleocene flora of the Rocky Mountains and the Great Plains: U.S. Geological Survey Professional Paper 375. Bryant, B., McGrew, L., and Wobus, R.A. 1981. Geologic map of the Denver 1° X 2° Quadrangle, north-central Colorado: U.S. Geological Survey Investigations Map, I-1163, 2 sheets (Scale 1:250,000). CH2MHILL. 2000. I-70 Denver to Golden Major Investment Study, Final Major Investment Study Report. November. CH2M HILL. 2001a. Ute ladies’-tresses orchid presence/absence survey final report, I-70/SH 58 Interchange, Jefferson County, Colorado. CDOT Project No. NH 0703-246. October 31. CH2M HILL. 2001b. Threatened, endangered, and sensitive species, I-70/SH 58 Interchange, Jefferson County, Colorado. CDOT Project No. NH 0703-246. October. City of Lakewood. 2003. Comprehensive Plan. February. Retrieved March 2006 from http://www.ci.lakewood.co.us City of Wheat Ridge.
    [Show full text]