DOCSLIB.ORG

An Introduction to Groundwater in Crystalline Bedrock

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
An Introduction to Groundwater in Crystalline Bedrock An introduction to Groundwater in Crystalline Bedrock David Banks & Nick Robins Norges geologiske undersøkelse © 2002 Norges geologiske undersøkelse Published by Norges geologiske undersøkelse (Geological Survey of Norway) N-7491 Trondheim Norway All rights reserved ISBN 82 7386 100 1 Editor: Rolv Dahl Design and print: Grytting AS Recommended bibliographical reference for this volume: Banks, D. and Robins, N. (2002): An introduction to Groundwater in Crystalline bedrock Norges geologiske undersøkelse, 64pp ISBN 82 7386 100 1 PAGE 1 An introduction to Groundwater in Crystalline Bedrock David Banks1,Nick Robins2 1 Geological Survey of Norway,N7491 Trondheim,Norway (Current address:Holymoor Consultancy,86 Holymoor Road,Holymoorside,Chesterfield,Derbyshire,S42 7DX,United Kingdom). 2 British Geological Survey,Maclean Building,Crowmarsh Gifford,Wallingford,Oxfordshire,OX10 8BB,United Kingdom. PAGE 2 David Banks Having been employed Prologue with the Thames Water Authority, the National Rivers Authority and the "Therefore a miner, since we think he ought to be a good and serious University of Sheffield in man, should not make use of an enchanted twig, because if he is prudent the UK,David Banks worked and skilled in the natural signs, he understands that a forked twig is of no for six years with the Section for Geochemistry use to him.....So if Nature or Chance should indicate a locality suitable for and Hydrogeology at NGU. mining, the miner should dig his trenches there; if no vein appears, he In 1998,he returned to Chesterfield in England,where must dig numerous trenches until he discovers an outcrop of a vein." he runs his own international "Holymoor Consultancy" business, through which he has gained hydro- Agricola (1556). De Re Metallica. geological experience from regions as diverse as the Bolivian A ltiplano,Afghanistan and South Yorkshire. Nick Robins Dr Nick Robins works with the British Geological Survey at Wallingford in Oxfordshire. He has extensive experience overseas on hard rock hydro- geology and has also been responsible for promoting interest in groundwater throughout Scotland and Northern Ireland. Other interests include groundwater in Chalk, in Quaternary deposits, mine water arisings and island hydrogeology, as well as groundwater manage- ment. PAGE 3 Contents Contents...........................................................................................................................................3 Introduction.....................................................................................................................................5 1.What is Groundwater in Crystalline Bedrock?................................................................................7 2.How to Get Groundwater out of the Ground..................................................................................8 3.Well Drilling in Bedrock.Bingo,Poker or Chess ? ..........................................................................12 4.Where Should I Drill My Borehole?..............................................................................................15 5.Fracture Zones ..........................................................................................................................17 6.Superficial Deposits...................................................................................................................20 7.Fracture Mapping......................................................................................................................21 8.Geophysics................................................................................................................................23 9.Stress........................................................................................................................................26 10.Borehole Orientation.................................................................................................................27 11.Drilling .....................................................................................................................................28 12.Borehole Yield Stimulation ........................................................................................................31 13.Test Pumping ............................................................................................................................33 14.Water Quality............................................................................................................................38 15.Water Treatment .......................................................................................................................43 16.Vulnerability and Source Protection ...........................................................................................44 17.Maintenance & Rehabilitation ...................................................................................................47 18.Ground Source Heat...................................................................................................................49 19.Conclusion ................................................................................................................................52 20.References ................................................................................................................................53 21.Glossary....................................................................................................................................61 PAGE 4 Cover photos: 1. Shedding light on rock and water.Corbiere Lighthouse,Jersey,Channel Islands. Photo by Joe Bates. 2. Geologist Helge Skarphagen examines springs from gneisses exposed in a road cutting near Herefoss,southern Norway.Note that groundwater tends to emerge along the boundaries of pegmatites (light rocks).Photo by David Banks.See Figures 25a,b for locations of sites mentioned in the text. 3. Winter drilling,near Glasgow,Scotland.Photo by Nick Robins. PAGE 5 Introduction his small book has a big Smedley 1994, Blackie et al. 1998). A ambition. It aims to present number of small British communities Tpractical information and a little are almost entirely dependent on philosophy to those involved in locating bedrock groundwater, such as several groundwater resources in areas of the islands of Scilly (Banks et al. underlain by crystalline bedrock, that is 1998e), and such groundwater provides to say: an attractive alternative resource for other communities with a currently • Private groundwater users, potential unsatisfactory water supply (Ellingsen well owners and water bottlers & Banks 1993). • Local authorities • Water companies and local water Bedrock aquifers are also exploited supply undertakings widely in tropical climes; in much of •Drillers Africa and India, for example. There, • and Consultants however, the hydrogeological conditions are very different. The rocks Each of these users will inevitably have are deeply weathered and rainfall different requirements and this volume recharge may be scarce. We will thus may be considered to be a "maximum largely, though not exclusively, restrict version", hoping to provide something ourselves to consideration of bedrock for everyone. We have consciously aquifers in the glaciated terrain of mixed practical advice with some Norway and the northern U.K., where hydrogeological theory. Pick and rock outcrops are relatively fresh and choose the parts that you find useful. where the quantity of precipitation is We have also provided a comprehensive depressingly abundant. reference list for those of you who wish to delve further into the subject. We Groundwater in bedrock is a difficult aim to try to communicate resource to understand and pin down. Scandinavian findings (often largely It is very difficult to predict the yield or published in Nordic languages) to an water quality of a new borehole with international audience. A Norwegian any degree of certainty. It is, however, version of this book will be published possible to quantify the chances of later. being successful. We will attempt to guide you through the maze of Almost all of Norway (Figure 25b) is fractures and uncertainties comprising underlain by some type of crystalline a bedrock aquifer in such a way as to bedrock, and groundwater from such allow you to make an informed choice rocks is an important drinking water about its potential as a water resource. resource in rural areas, with over 100,000 bedrock wells thought to exist in a country with a population of somewhat over 4 million! In the United Kingdom, crystalline bedrock groundwater is probably an underused resource. Such rocks underlie much of the U.K.'s "Celtic Fringe" - Cornwall, Wales, Scotland and parts of Northern Ireland (see Figure 25a: Robins 1990, 1996a,b, Robins and Misstear 2000), as well as the Channel Islands (Robins & PAGE 6 PAGE 7 1.What is Groundwater in Crystalline Bedrock? There are, of course, two parts to this system is very sensitive to the fracture question: aperture and degree of fracture connectivity, it is very difficult to 1.1 What is Groundwater? predict the yield of a well or borehole in Groundwater is simply water that crystalline bedrock. To be successful, we occurs in the ground; in the pore spaces need to understand, as Agricola between mineral grains or in cracks and recommended in 1556 (see Prologue) fractures in the rock mass. It is usually both Nature (in the guise of geology) formed by rain water or snow melt- and the element of Chance. water that seeps down through the soil and into
Load more

Recommended publications
  • Bedrock Stress Release Features on Manitoulin Island, Ontario Formes De Relâchement De Contrainte Dans La Roche En Place, À L’Île Manitoulin, En Ontario Paul F
    Document generated on 09/30/2021 7:02 a.m. Géographie physique et Quaternaire Bedrock Stress Release Features on Manitoulin Island, Ontario Formes de relâchement de contrainte dans la roche en place, à l’île Manitoulin, en Ontario Paul F. Karrow La néotectonique de la région des Grands Lacs Article abstract Neotectonics of the Great Lakes area Manitoulin Island has large exposed bedrock plains underlain by Ordovician Volume 47, Number 3, 1993 and Silurian carbonates. The generally flat-lying strata reveal evidence of rock stress reiased by faults at Little Current and by pop-ups elsewhere. Four URI: https://id.erudit.org/iderudit/032966ar pop-ups occur at widely separated localities on the island and several other DOI: https://doi.org/10.7202/032966ar small ridges may be pop-ups. Other bedrock stress-release features may be present but remain undiscovered in the extensively vegetated part of the island. See table of contents Publisher(s) Les Presses de l'Université de Montréal ISSN 0705-7199 (print) 1492-143X (digital) Explore this journal Cite this note Karrow, P. F. (1993). Bedrock Stress Release Features on Manitoulin Island, Ontario. Géographie physique et Quaternaire, 47(3), 389–393. https://doi.org/10.7202/032966ar Tous droits réservés © Les Presses de l'Université de Montréal, 1993 This document is protected by copyright law. Use of the services of Érudit (including reproduction) is subject to its terms and conditions, which can be viewed online. https://apropos.erudit.org/en/users/policy-on-use/ This article is disseminated and preserved by Érudit. Érudit is a non-profit inter-university consortium of the Université de Montréal, Université Laval, and the Université du Québec à Montréal.
    [Show full text]
  • Fault Rocks and Fault Mechanisms
    Fault rocks and fault mechanisms R. H. SIBSON SUMMARY Physical factors likely to affect the genesis of the with the production of mylonite series rocks various fault rocks--frictional properties, tem- possessing strong tectonite fabrics. In some cases, perature, effective stress normal to the fault and fault rocks developed by transient seismic fault- differential stress--are examined in relation to ing can be distinguished from those generated the energy budget of fault zones, the main by slow aseismic shear. Random-fabric fault velocity modes of faulting and the type of fault- rocks may form as a result of seismic faulting ing, whether thrust, wrench, or normal. In a within the ductile shear zones from time to conceptual model of a major fault zone cutting time, but tend to be obliterated by continued crystalline quartzo-feldspathic crust, a zone of shearing. Resistance to shear within the fault elastico-frictional (EF) behaviour generating zone reaches a peak value (greatest for thrusts random-fabric fault rocks (gouge--breccia-- and least for normal faults) around the EF/OP cataclasite series--pseudotachylyte) overlies a transition level, which for normal geothermal region where quasi-plastic (QP) processes of gradients and an adequate supply of water, rock deformation operate in ductile shear zones occurs at depths of lO-15 km. SINCE LAPWORTH'$ (I885) description of the type mylonite from the Moine Thrust in NW Scotland, there have been many petrographic descriptions and classifications of the texturally distinctive rocks found associated with fault zones (e.g. Waters & Campbell 1935, Hsu 1955, Christie 196o , 1963, Reed 1964, Spry I969, Higgins 1971 ).
    [Show full text]
  • Download Article (PDF)
    Open Geosci. 2015; 7:53–64 Research Article Open Access László Molnár*, Balázs Vásárhelyi, Tivadar M. Tóth, and Félix Schubert Integrated petrographic – rock mechanic borecore study from the metamorphic basement of the Pannonian Basin, Hungary Abstract: The integrated evaluation of borecores from the 1 Introduction Mezősas-Furta fractured metamorphic hydrocarbon reser- voir suggests significantly distinct microstructural and Brittle fault zones of crystalline rock masses can serve as rock mechanical features within the analysed fault rock migration pathways or also as sealing surfaces for fluid samples. The statistical evaluation of the clast geometries flow in the Earth’s crust, so the understanding of their in- revealed the dominantly cataclastic nature of the sam- ternal structure is crucial for interpreting hydraulic sys- ples. Damage zone of the fault can be characterised by tems. Earlier studies [1, 2] on the architecture of fault an extremely brittle nature and low uniaxial compressive zones defined two main structural elements: first, a weakly strength, coupled with a predominately coarse fault brec- disaggregated, densely fractured “damage zone” and a cia composition. In contrast, the microstructural manner strongly deformed and fragmented “fault core”, where of the increasing deformation coupled with higher uni- the pre-existing rock fabrics were erased by fault devel- axial compressive strength, strain-hardening nature and opment. These elements can be characterised by the for- low brittleness indicate a transitional interval between mation of diverse tectonite types (fault breccias, catacla- the weakly fragmented damage zone and strongly grinded sites, fault gouges), which often also possess quite hetero- fault core. Moreover, these attributes suggest this unit is geneous rheological features.
    [Show full text]
  • In the Supreme Court of Iowa ______
    IN THE SUPREME COURT OF IOWA _____________________________________________________________ Supreme Court No. 18-1199 _____________________________________________________________ ROY KARON, an individual, and, PEDDLER LLC, an Iowa Corporation, Plaintiffs-Appellants, v. JAMES MITCHELL, an individual, WYNN ELLIOTT, an individual, ELLIOTT AVIATION, a corporation, ELLIOTT AVIATION AIRCRAFT SALES, INC., a corporation, d/b/a ELLIOTTJETS, Defendants-Appellees. _____________________________________________________________ APPEAL FROM THE IOWA DISTRICT COURT FOR POLK COUNTY THE HONORABLE DAVID N. MAY _____________________________________________________________ APPELLANTS FINAL REPLY BRIEF _____________________________________________________________ Steven J. Crowley AT#0001845 Edward J. Prill AT#0012435 CROWLEY & PRILL 3012 Division Street Burlington, Iowa 52601 Phone: 319.753.1330 Fax: 319.752.3934 ELECTRONICALLY FILED FEB 13, 2019 CLERK OF SUPREME COURT Email: [email protected] [email protected] ATTORNEYS FOR PLAINTIFFS-APPELLANTS TABLE OF CONTENTS Table of Contents………………………………………………….... 2 Table of Authorities………………………………………………… 3 Statement of the Issues……………………………………………... 4 Argument …………………………………………………………... 11 I. The DISTRICT COURT ERRED BY APPLYING THE DACRES/PRIMA PAINT ANALYSIS BECAUSE IT IGNORED PRELIMINARY ISSUES ALLEGED IN THE PETITION…………………………………………………………... 11 A. The facts of this case make this dispute a tort issue rather than a contract issue………………………………….... 11 B. Due to the facts of this case, this dispute should
    [Show full text]
  • Songs of the Century
    Songs of the Century T. Austin Graham hat is the time, the season, the historical context of a popular song? When is it most present in the world, best able Wto reflect, participate in, or construct some larger social reality? This essay will consider a few possible answers, exploring the ways that a song can exist in something as brief as a passing moment and as broad as a century. It will also suggest that when we hear those songs whose times have been the longest, we might not be hearing “songs” at all. Most people are likely to have an intuitive sense for how a song can contract and swell in history, suited to a certain context but capable of finding any number of others. Consider, for example, the various uses to which Joan Didion is able to put music in her generation-defining essay “Slouching Towards Bethlehem,” a meditation on drifting youth and looming apocalypse in the days of the Haight-Ashbury counterculture. Songs create a powerful sense of time and place throughout the piece, with Didion nodding to the Grateful Dead, Jefferson Airplane, Quick- silver Messenger Service, and “No Milk Today” by Herman’s Hermits, “a song I heard every morning in the cold late spring of 1967 on KRFC, the Flower Power Station, San Francisco.”1 But the music that speaks most directly and reverberates most widely in the essay is “For What It’s Worth,” the Buffalo Springfield single whose chiming guitar fifths and famous chorus—“Stop, hey, what’s that sound / Everybody look what’s going down”—make it instantly recognizable nearly five decades later.2 To listen to “For What It’s Worth” on Didion’s pages is to hear a song that exists in many registers and seems able to suffuse everything, from a snatch of conversation, to a set of political convictions, to nothing less than “The ’60s” itself.
    [Show full text]
  • Bedrock and Surficial Geology in the Greater Belfast-Brooks Area, South-Central Maine
    Geological Society of Maine 2016 Summer Field Trip Bedrock and surficial geology in the greater Belfast-Brooks area, south-central Maine David P. West, Jr. Middlebury College Woodrow B. Thompson Maine Geological Survey Roger LeB. Hooke University of Maine Stephen Pollock University of Southern Maine Field Trip Objective On this field trip we will highlight prominent bedrock and surficial features in the general area between Belfast and Brooks, Maine. Many of the individual stops visited will allow for observations of features related to both the bedrock geologic history (hundreds of millions of years old), and the much more recent glacial history (tens of thousands of years old). The bedrock portion of the trip will provide opportunities to observe representative units within four major tectonic terranes that are juxtaposed in this region (St. Croix, Fredericton, Passagassawakeag, and Casco Bay belts). Additionally, aspects of the deformation, metamorphic, and plutonic history of the region will be examined. Finally, a spectacular traverse across the high strain portion of the regionally extensive Norumbega fault system will reveal a wide variety of fault rocks (e.g., mylonite, cataclasite, pseudotachylyte), and demonstrate a complex history of superimposed faulting. The glacial portion of the trip will include localities showing impressive glacial grooves revealing ice flow directions, erratic boulders eroded from till, a new glaciomarine delta exposure, and an esker pit. Additionally there will be stops that “ground-truth” the new stunning Lidar imagery in the area that has provided evidence of widespread removal of upland till by subglacial meltwater streams which, near the glacier margin, are associated with esker nets.
    [Show full text]
  • Waste Transfer Stations: a Manual for Decision-Making Acknowledgments
    Waste Transfer Stations: A Manual for Decision-Making Acknowledgments he Office of Solid Waste (OSW) would like to acknowledge and thank the members of the Solid Waste Association of North America Focus Group and the National Environmental Justice Advisory Council Waste Transfer Station Working Group for reviewing and providing comments on this draft document. We would also like to thank Keith Gordon of Weaver Boos & Gordon, Inc., for providing a technical Treview and donating several of the photographs included in this document. Acknowledgements i Contents Acknowledgments. i Introduction . 1 What Are Waste Transfer Stations?. 1 Why Are Waste Transfer Stations Needed?. 2 Why Use Waste Transfer Stations? . 3 Is a Transfer Station Right for Your Community? . 4 Planning and Siting a Transfer Station. 7 Types of Waste Accepted . 7 Unacceptable Wastes . 7 Public Versus Commercial Use . 8 Determining Transfer Station Size and Capacity . 8 Number and Sizing of Transfer Stations . 10 Future Expansion . 11 Site Selection . 11 Environmental Justice Considerations . 11 The Siting Process and Public Involvement . 11 Siting Criteria. 14 Exclusionary Siting Criteria . 14 Technical Siting Criteria. 15 Developing Community-Specific Criteria . 17 Applying the Committee’s Criteria . 18 Host Community Agreements. 18 Transfer Station Design and Operation . 21 Transfer Station Design . 21 How Will the Transfer Station Be Used? . 21 Site Design Plan . 21 Main Transfer Area Design. 22 Types of Vehicles That Use a Transfer Station . 23 Transfer Technology . 25 Transfer Station Operations. 27 Operations and Maintenance Plans. 27 Facility Operating Hours . 32 Interacting With the Public . 33 Waste Screening . 33 Emergency Situations . 34 Recordkeeping. 35 Environmental Issues.
    [Show full text]
  • Ethical Bedrock Under a Changing Negotiation Landscape Kevin Gibson Marquette University, [email protected]
    Marquette University e-Publications@Marquette Philosophy Faculty Research and Publications Philosophy, Department of 1-1-2017 Ethical Bedrock Under a Changing Negotiation Landscape Kevin Gibson Marquette University, [email protected] Published version. "Ethical Bedrock Under a Changing Negotiation Landscape," in The Negotiator's Desk Reference / Christopher Honeyman, Andrea Kupfer Schneider, editors Saint Paul, Minn. : DRI Press, [2017]: 493-502. Publisher link. © 2017 DRI Press. Used with permission. -----~------------- ------------------~----.--~~--~~~-~ 03 36 ro The Ethical Bedrock under the Negotiation Landscape Kevin Gibson Editors')\~ " ~vote· }'j d' what's Pas 'bl o~r zlemmas as a negotiator fall into two basic sets, ch~Pters in~. e? and "what's right?" The first is treated by many UJ~ztes about t~ b?ok. Here,from his philosopher's background, Gibson thznk more e zrif[uence ofmorality on negotiations, and how we can should bere cJe?rly ~bout what's the right thing to do. This chapter The .Moralitya .~n coTl)unction with Carrie M enkel-Meadow's chapter on 0 J Compromise. Ethics in N Negot· . egotiation b Iabona ~ckdrop th PProaches and personal attitudes vary widely and against a tnight think ~ promo~es bargaining as optimizing personal gains some 0nlybYth t~ at anythmg goes. However, individuals are constrained not shape oure reshold requirements oflaw but also by personal values that . l'he d. co.nd.uct at the negotiating table. It ProVid Isciphne of philosophy can help negotiators in two ways. First, frarnewo e~ a set of time-tested principles that give us the conceptual benchrna \ and language to assess our actions. Secondly, it gives us or difficu~ s of acceptable behavior, which are particularly useful in novel are a numbcases when the law may give little or no guidance.
    [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]
  • Hydrogeological Properties of Fault Zones in a Karstified Carbonate Aquifer (Northern Calcareous Alps, Austria)
    Hydrogeol J DOI 10.1007/s10040-016-1388-9 PAPER Hydrogeological properties of fault zones in a karstified carbonate aquifer (Northern Calcareous Alps, Austria) H. Bauer1 & T. C. Schröckenfuchs 1 & K. Decker1 Received: 17 July 2015 /Accepted: 14 February 2016 # The Author(s) 2016. This article is published with open access at Springerlink.com Abstract This study presents a comparative, field-based impermeable fault cores only very locally have the potential hydrogeological characterization of exhumed, inactive fault to create barriers. zones in low-porosity Triassic dolostones and limestones of the Hochschwab massif, a carbonate unit of high economic Keywords Fractured rocks . Carbonate rocks . Fault zones . importance supplying 60 % of the drinking water of Austria’s Hydrogeological properties . Austria capital, Vienna. Cataclastic rocks and sheared, strongly cemented breccias form low-permeability (<1 mD) domains along faults. Fractured rocks with fracture densities varying by Introduction a factor of 10 and fracture porosities varying by a factor of 3, and dilation breccias with average porosities >3 % and per- Fault zones in the upper crust produce permeability heteroge- meabilities >1,000 mD form high-permeability domains. With neities that have a large impact on subsurface fluid migration respect to fault-zone architecture and rock content, which is and storage patterns (e.g. Agosta et al. 2010, 2012; Caine et al. demonstrated to be different for dolostone and limestone, four 1996;Faulkneretal.2010;Jourdeetal.2002; Mitchell and types of faults are presented. Faults with single-stranded mi- Faulkner 2012; Shipton and Cowie 2003; Shipton et al. 2006; nor fault cores, faults with single-stranded permeable fault Wibberley and Shimamoto 2003; Wibberley et al.
    [Show full text]
  • Back to Bedrock 4.P7
    © Copyright 2003, BAPTISTWAY PRESS The Baptist Distinctives Committee/Texas Baptist Heritage Center Baptist General Convention of Texas Printed in the United States ISBN 1-931060-44-4 All rights reserved. No part of this book may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information storage and retrieval system, without prior written permission from the publisher. The scripture quotations are from the King James Version of the Bible unless otherwise indicated. 2 Dedication A host of Baptist forebears came to Texas from throughout the United States and from various nations of the world. They established in Texas one of the strongest Baptist witnesses to Christ on the bedrock of solid biblical doctrine and polity. This book is dedicated to those Baptists. 3 4 Contents Foreward .................................................................................... 7 Preface .................................................................................... 9 Introduction .................................................................................. 11 Chapter 1: God—The God Who Is ......................................... 15 Chapter 2: The Scriptures—The Book We Believe .............. 25 Chapter 3: Man—Every Man’s Story .................................... 37 Chapter 4: Salvation—So Great a Salvation ......................... 47 Chapter 5: The Church—The Family of God ....................... 59 Chapter 6: Priesthood of the Believer— Our Inalienable Right
    [Show full text]
  • Efiled: Mar 18 2013 11:32PM EDT Filing ID 51199717 Case Number 14,2013 in the SUPREME COURT of the STATE of DELAWARE
    EFiled: Mar 18 2013 11:32PM EDT Filing ID 51199717 Case Number 14,2013 IN THE SUPREME COURT OF THE STATE OF DELAWARE ARKANSAS TEACHER RETIREMENT SYSTEM, ) et al., ) ) No. 14, 2013 Plaintiffs Below- ) Appellants, ) Certification of a Question ) of Law from the United States v. ) Court of Appeals for the ) Ninth Circuit COUNTRYWIDE FINANCIAL CORPORATION, ) No. 10-56340 et al., ) D.C. No. 07-CV-06923-MRP-MAN ) ) Defendants Below-Appellees. ) ) ANSWERING BRIEF OF NOMINAL DEFENDANT-APPELLEE COUNTRYWIDE FINANCIAL CORPORATION Of Counsel: Thomas A. Beck (#2086) Richard P. Rollo (#3994) Brian E. Pastuszenski J. Scott Pritchard (#5654) Goodwin Procter LLP Richards, Layton & Finger, P.A. 53 State Street One Rodney Square Boston, MA 02109 920 North King Street Wilmington, DE 19801 Daniel P. Roeser (302) 651-7700 Goodwin Procter LLP 620 Eighth Avenue Attorneys for Countrywide New York, NY 10018 Financial Corporation Jason L. Krajcer Teodora E. Manolova Goodwin Procter LLP 601 S. Figueroa Street Los Angeles, CA 90017 Dated: March 18, 2013 RLF1 8325995v.1 TABLE OF CONTENTS Page TABLE OF CITATIONS................................................. iii NATURE OF PROCEEDINGS................................................ 1 SUMMARY OF ARGUMENT.................................................. 2 COUNTERSTATEMENT OF FACTS............................................ 4 A. Plaintiffs’ Derivative Claims Are Dismissed. ........ 4 B. Plaintiffs’ Direct Claims Are Released. ............. 5 C. Plaintiffs Seek Reconsideration Of The Dismissal Of Their Derivative Claims. ............................ 8 D. Plaintiffs And Other Former Countrywide Shareholders Receive $624 Million To Redress Alleged Wrongs. ..... 9 ARGUMENT............................................................ 10 THIS COURT SHOULD ANSWER THE CERTIFIED QUESTION IN THE NEGATIVE AND REJECT PLAINTIFFS’ INVITATION TO CREATE A FRAUD EXCEPTION THAT WOULD SWALLOW THE CONTINUOUS OWNERSHIP RULE ESTABLISHED IN ANDERSON AND APPLIED BY DELAWARE COURTS FOR NEARLY 30 YEARS.
    [Show full text]