The Geology of the Hardwick Area, Vermont
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Poster Final
Evidence for polyphase deformation in the mylonitic zones bounding the Chester and Athens Domes, in southeastern Vermont, from 40Ar/39Ar geochronology Schnalzer, K., Webb, L., McCarthy, K., University of Vermont Department of Geology, Burlington Vermont, USA CLM 40 39 Sample Mineral Assemblage Metamorphic Facies Abstract Microstructure and Ar/ Ar Geochronology 18CD08A Quartz, Muscovite, Biotite, Feldspar, Epidote Upper Greenschist to Lower Amphibolite The Chester and Athens Domes are a composite mantled gneiss QC Twelve samples were collected during the fall of 2018 from the shear zones bounding the Chester and Athens Domes for 18CD08B Quartz, Biotite, Feldspar, Amphibole Amphibolite Facies 18CD08C Quartz, Muscovite, Biotite, Feldspar, Epidote Upper Greenschist to Lower Amphibolite dome in southeast Vermont. While debate persists regarding Me 40 39 microstructural analysis and Ar/ Ar age dating. These samples were divided between two transects, one in the northeastern 18CD08D Quartz, Muscovite, Biotite, Feldspar, Garnet Upper Greenschist to Lower Amphibolite the mechanisms of dome formation, most workers consider the VT NH section of the Chester dome and the second in the southern section of the Athens dome. These samples were analyzed by X-ray 18CD08E Quartz, Muscovite Greenschist Facies domes to have formed during the Acadian Orogeny. This study diraction in the fall of 2018. Oriented, orthogonal thin sections were also prepared for each of the twelve samples. The thin sec- 18CD09A Quartz, Amphibole Amphib olite Facies 40 CVGT integrates the results of Ar/Ar step-heating of single mineral NY tions named with an “X” were cut parallel to the stretching lineation (X) and normal to the foliation (Z) whereas the thin sections 18CD09B Quartz, Biotite, Feldspar, Amphibole, Muscovite Amphibolite Facies grains, or small multigrain aliquots, with data from microstruc- 18CD09C Quartz, Amphibole, Feldspar Amphibolite Facies named with a “Y” have been cut perpendicular to the ‘X-Z’ thin section. -
Paleoproterozoic Tectonic Evolution of the Trans-North China Orogen: Toward a Comprehensive Model
Paleoproterozoic tectonic evolution of the Trans-North China Orogen: toward a comprehensive model. Pierre Trap, Michel Faure, Wei Lin, Nicole Le Breton, Patrick Monié To cite this version: Pierre Trap, Michel Faure, Wei Lin, Nicole Le Breton, Patrick Monié. Paleoproterozoic tectonic evolution of the Trans-North China Orogen: toward a comprehensive model.. Precambrian Research, Elsevier, 2012, 222-223, pp.191-211. 10.1016/j.precamres.2011.09.008. insu-00628119 HAL Id: insu-00628119 https://hal-insu.archives-ouvertes.fr/insu-00628119 Submitted on 2 Jan 2012 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Paleoproterozoic tectonic evolution of the Trans-North China Orogen: Toward a comprehensive model Pierre Trapa, Michel Faureb, Wei Linc, Nicole Le Bretonb, Patrick Moniéd UMR-CNRS 6249 Chrono-Environnement, Université de Franche-Comté, 16 route de Gray a 25030 Besançon Cedex, France Institut des Sciences de la Terre d‟Orléans, CNRS, Université d‟Orléans (UMR 6113), b 45071 Orléans Cedex 2, France State Key Laboratory of Lithosphere Evolution, Institute of Geology and Geophysics, c Chinese Academy of Sciences, Beijing 100029, China Géosciences Montpellier, UMR CNRS 5243, Université Montpellier II, 34095 Montpellier d Cedex 5, France Abstract In this contribution we present a reconstruction of the overall lithotectonic architecture, from inner zones to external ones, of the Paleoproterozoic Trans-North China Orogen, within the North China Craton. -
Dairy Syncline Mine Project Record of Decision
United States Department of Agriculture U.S. Forest Service Caribou-Targhee National Forest Final Record of Decision Dairy Syncline Mine Project, Caribou County, Idaho April 2020 Forest Service – Caribou-Targhee National Forest – April 2020 In accordance with Federal civil rights law and U.S. Department of Agriculture (USDA) civil rights regulations and policies, the USDA, its Agencies, offices, and employees, and institutions participating in or administering USDA programs are prohibited from discriminating based on race, color, national origin, religion, sex, gender identity (including gender expression), sexual orientation, disability, age, marital status, family/parental status, income derived from a public assistance program, political beliefs, or reprisal or retaliation for prior civil rights activity, in any program or activity conducted or funded by USDA (not all bases apply to all programs). Remedies and complaint filing deadlines vary by program or incident. Persons with disabilities who require alternative means of communication for program information (e.g., Braille, large print, audiotape, American Sign Language, etc.) should contact the responsible Agency or USDA’s TARGET Center at (202) 720-2600 (voice and TTY) or contact USDA through the Federal Relay Service at (800) 877-8339. Additionally, program information may be made available in languages other than English. To file a program discrimination complaint, complete the USDA Program Discrimination Complaint Form, AD- 3027, found online at http://www.ascr.usda.gov/complaint_filing_cust.html and at any USDA office or write a letter addressed to USDA and provide in the letter all of the information requested in the form. To request a copy of the complaint form, call (866) 632-9992. -
Surface Water Location of Use Watershe D Town Documentation of Existing
Table A.3. Existing uses of waters for fishing in Basin 14 (RM is river mileage measured from the river terminus) Surface Location of Use Watershe Town Documentation of Existing Use Water d Stevens From Patneaude Lane to Stevens Barnet DFW identifies fishing as an existing River Connecticut River excluding River use based on fishing stocking criteria Barnet Falls, RM 0-2.2 Stevens From Peacham Hollow Brook Stevens Barnet DFW identifies fishing as an existing River to Barnet Center Road RM River use based on fishing stocking criteria 3.8-4.8 Jewett Within Roy Mountain WMA. Stevens Barnet DFW identifies fishing as an existing Brook RM 0.1-1.7 River use based on public access Wells River From Ricker Pond to Wells River Groton, DFW identifies fishing as an existing Newbury/ Ryegate town Ryegate use based on fish stocking criteria line. RM 6.4-16.2 Wells River From below the Boltonville Wells River Newbury DFW identifies fishing as an existing Falls for 0.5 miles. RM 4.6 – use based on fish stocking criteria 5.1 Wells River From .2 miles above the Wells River Newbury DFW identifies fishing as an existing Tenney Pond tributary to use based on fish stocking criteria above Adams Paper and public lands Company Dam. RM 1.7-2.6 East Brook Within Pine Mountain WMA. Wells River Topsham/G DFW identifies fishing as an existing RM 0.9-1.8 roton use based on public access Keenan Within Pine Mountain WMA Wells River Topsham/G DFW identifies fishing as an existing Brook RM. -
Tectonic Features of the Precambrian Belt Basin and Their Influence on Post-Belt Structures
... Tectonic Features of the .., Precambrian Belt Basin and Their Influence on Post-Belt Structures GEOLOGICAL SURVEY PROFESSIONAL PAPER 866 · Tectonic Features of the · Precambrian Belt Basin and Their Influence on Post-Belt Structures By JACK E. HARRISON, ALLAN B. GRIGGS, and JOHN D. WELLS GEOLOGICAL SURVEY PROFESSIONAL PAPER X66 U N IT ED STATES G 0 V ERN M EN T P R I NT I N G 0 F F I C E, \VAS H I N G T 0 N 19 7 4 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. MORTON, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress catalog-card No. 74-600111 ) For sale by the Superintendent of Documents, U.S. GO\·ernment Printing Office 'Vashington, D.C. 20402 - Price 65 cents (paper cO\·er) Stock Number 2401-02554 CONTENTS Page Page Abstract................................................. 1 Phanerozoic events-Continued Introduction . 1 Late Mesozoic through early Tertiary-Continued Genesis and filling of the Belt basin . 1 Idaho batholith ................................. 7 Is the Belt basin an aulacogen? . 5 Boulder batholith ............................... 8 Precambrian Z events . 5 Northern Montana disturbed belt ................. 8 Phanerozoic events . 5 Tectonics along the Lewis and Clark line .............. 9 Paleozoic through early Mesozoic . 6 Late Cenozoic block faults ........................... 13 Late Mesozoic through early Tertiary . 6 Conclusions ............................................. 13 Kootenay arc and mobile belt . 6 References cited ......................................... 14 ILLUSTRATIONS Page FIGURES 1-4. Maps: 1. Principal basins of sedimentation along the U.S.-Canadian Cordillera during Precambrian Y time (1,600-800 m.y. ago) ............................................................................................... 2 2. Principal tectonic elements of the Belt basin reentrant as inferred from the sedimentation record ............ -
Woodsville, New Hampshire and Wells River, Vermont
Woodsville, New Hampshire and Wells River, Vermont 1 2021 Woodsville/Wells River 4th of July Celebration Schedule of Events 9:00 AM Flea Market Opens 11:00 AM Gigantic Parade Until 1:00 PM Barry Hayes 12:30 PM Midway Opens -Vertical Entertainment NH 2:00-8:00 Dunk Tank 1:00-3:00 DJ Mike 2:00-9:00 BINGO Under the Tent 3:00-5:00 Back Shed String Band 5:00-8:00 DJ Mike 8:00-10:00 The Sled Wrenches—opener Bim Tyler 9:00 Parade Winners Announced 9:00 Raffle Drawing - Winners Announced 10:00 PM Immense Fireworks Display! ABSOLUTELY NO PETS ALLOWED ON THE COMMUNITY FIELD 2 Paul “The Barber” Tetreault Paul was known as “The Barber” in Woodsville for well over 60 years. His first shop was located in the Wentworth Hotel Building until a fire destroyed the building and he was forced to re-locate next door in the Mt. Gardner View Apartment Building. After many years at that location, a broken waterpipe and ensuing water damage caused him to re- locate once again to 83 Central Street. He loved his loyal customers who fol- lowed him from shop to shop where they found Paul ready to cut hair and always up-to-date and ready to discuss all the local happenings. Paul and his wife, Lorayne, raised 4 children in North Haverhill. Over the years, the family grew to include 13 grandchildren, 17 great grandchildren and 1 great-great grandchild. Paul served in the NH Army National Guard and was honorably discharged in September 1960. -
Structural Geology
2 STRUCTURAL GEOLOGY Conventional Map A map is a proportionate representation of an area/structure. The study of maps is known as cartography and the experts are known as cartographers. The maps were first prepared by people of Sumerian civilization by using clay lens. The characteristic elements of a map are scale (ratio of map distance to field distance and can be represented in three ways—statement method, e.g., 1 cm = 0.5 km, representative fraction method, e.g., 1:50,000 and graphical method in the form of a figure), direction, symbol and colour. On the basis of scale, maps are of two types: large-scale map (map gives more information pertaining to a smaller area, e.g., village map: 1:3956) and small: scale map (map gives less information pertaining to a larger area, e.g., world atlas: 1:100 km). Topographic Maps / Toposheet A toposheet is a map representing topography of an area. It is prepared by the Survey of India, Dehradun. Here, a three-dimensional feature is represented on a two-dimensional map and the information is mainly represented by contours. The contours/isohypses are lines connecting points of same elevation with respect to mean sea level (msl). The index contours are the contours representing 100’s/multiples of 100’s drawn with thick lines. The contour interval is usually 20 m. The contours never intersect each other and are not parallel. The characteristic elements of a toposheet are scale, colour, symbol and direction. The various layers which can be prepared from a toposheet are structural elements like fault and lineaments, cropping pattern, land use/land cover, groundwater abstruction structures, drainage density, drainage divide, elongation ratio, circularity ratio, drainage frequency, natural vegetation, rock types, landform units, infrastructural facilities, drainage and waterbodies, drainage number, drainage pattern, drainage length, relief/slope, stream order, sinuosity index and infiltration number. -
Part 629 – Glossary of Landform and Geologic Terms
Title 430 – National Soil Survey Handbook Part 629 – Glossary of Landform and Geologic Terms Subpart A – General Information 629.0 Definition and Purpose This glossary provides the NCSS soil survey program, soil scientists, and natural resource specialists with landform, geologic, and related terms and their definitions to— (1) Improve soil landscape description with a standard, single source landform and geologic glossary. (2) Enhance geomorphic content and clarity of soil map unit descriptions by use of accurate, defined terms. (3) Establish consistent geomorphic term usage in soil science and the National Cooperative Soil Survey (NCSS). (4) Provide standard geomorphic definitions for databases and soil survey technical publications. (5) Train soil scientists and related professionals in soils as landscape and geomorphic entities. 629.1 Responsibilities This glossary serves as the official NCSS reference for landform, geologic, and related terms. The staff of the National Soil Survey Center, located in Lincoln, NE, is responsible for maintaining and updating this glossary. Soil Science Division staff and NCSS participants are encouraged to propose additions and changes to the glossary for use in pedon descriptions, soil map unit descriptions, and soil survey publications. The Glossary of Geology (GG, 2005) serves as a major source for many glossary terms. The American Geologic Institute (AGI) granted the USDA Natural Resources Conservation Service (formerly the Soil Conservation Service) permission (in letters dated September 11, 1985, and September 22, 1993) to use existing definitions. Sources of, and modifications to, original definitions are explained immediately below. 629.2 Definitions A. Reference Codes Sources from which definitions were taken, whole or in part, are identified by a code (e.g., GG) following each definition. -
Glover Flood Resilience Element
FLOOD RESILIENCE PLAN for the Town of Glover, Vermont Prepared by Meghann Carter NorthWoods Stewardship Center East Charleston, VT in cooperation with the Glover Planning Commission and Glover Selectboard February, 2015 Paid for in part by the Barton Hydro Project Municipal Planning Grant Introduction With an all-hazards mitigation plan now written and pending approval, the Town of Glover is obligated to begin to address identified pertinent hazards, one of which is flooding and fluvial erosion. The purpose of this plan is to identify key hazard areas which are most likely to be affected by flood and fluvial erosion and to propose potential actions to minimize these hazards and their impacts. Potential major points of impact include dams, culverts, bridges, and infrastructure such as roads and buildings within the floodplains. Goals (1) Identify areas of greatest risk to flooding and fluvial erosion within the Town of Glover. (2) Develop recommendations for future actions to create a flood-and fluvial erosion-safe Glover, minimizing threats to public safety, property, and water quality. Flooding and Fluvial Erosion in Vermont Flooding and fluvial erosion are Vermont’s most common and costly types of natural disaster and over time, many compounding factors have increased Vermont’s susceptibility to flood damage. As climate change affects global temperature fluctuations, storms of greater power and higher frequency are anticipated, and indeed this trend has been observed in recent decades. This trend had led to global, state, and regional efforts to better prepare for these events by identifying sensitive resources, key areas of vulnerability, and implementing mitigations. In the interest of promoting local flood resilience, as of July 1, 2014, according to new legislation (Act 16), any newly adopted or readopted municipal or regional plan must have a Flood Resilience Plan Element. -
The Geology of the Lyndonville Area, Vermont
THE GEOLOGY OF THE LYNDONVILLE AREA, VERMONT By JOHN G. DENNIS VERMONT GEOLOGICAL SURVEY CHARLES G. DOLL, Stale Geologist Published by VERMONT DEVELOPMENT COMMISSION MONTPELIER, VERMONT BULLETIN NO. 8 1956 Lake Willoughby, seen from its north shore. TABLE OF CONTENTS ABSTRACT ......................... 7 INTRODUCTION 8 Location 8 Geologic Setting ..................... 8 Previous Work ...................... 8 Purpose of Study ..................... 9 Method of Study 10 Acknowledgments . 11 Physiography ...................... 11 STRATIGRAPHY ....................... 16 Lithologic Descriptions .................. 16 Waits River Formation ................. 16 General Statement .................. 16 Distribution ..................... 16 Age 17 Lithological Detail .................. 17 Gile Mountain Formation ................ 19 General Statement .................. 19 Distribution ..................... 20 Lithologic Detail ................... 20 The Waits River /Gile Mountain Contact ........ 22 Age........................... 23 Preliminary Remarks .................. 23 Early Work ...................... 23 Richardson's Work in Eastern Vermont .......... 25 Recent Detailed Mapping in the Waits River Formation. 26 Detailed Work in Canada ................ 28 Relationships in the Connecticut River Valley, Vermont and New Hampshire ................... 30 Summary of Presently Held Opinions ........... 32 Discussion ....................... 32 Conclusions ...................... 33 STRUCTURE 34 Introduction and Structural Setting 34 Terminology ...................... -
Nutrient Loading and Impacts in Lake Champlain – Missisquoi Bay and Lake Memphremagog
Nutrient Loading and Impacts in Lake Champlain – Missisquoi Bay and Lake Memphremagog Missisquoi Bay. IJC Collection Lake Memphremagog. IJC Collection Missisquoi Bay Cyanobacteria. Pierre Leduc Prepared by the International Joint Commission April 21, 2020 Table of Contents I. Synthesis Document ........................................................................................................................ 3 A. Context ........................................................................................................................................ 3 Cyanobacteria .................................................................................................................................. 3 Actions and Consequences of Non-action ........................................................................................ 3 The Governments’ Reference ........................................................................................................... 4 IJC’s Approach to the Reference ...................................................................................................... 5 Workshops to Review Science and Policy on Nutrient Loading ........................................................ 6 Public Meeting and Online Consultation .......................................................................................... 6 B. IJC Analysis of SAG Reports ....................................................................................................... 7 C. Common Basin Recommendations and IJC Recommendations -
Best Practices for Shale Core Handling: Transportation, Sampling and Storage for Conduction of Analyses
Journal of Marine Science and Engineering Review Best Practices for Shale Core Handling: Transportation, Sampling and Storage for Conduction of Analyses Sudeshna Basu 1,2,*, Adrian Jones 1 and Pedram Mahzari 1 1 Department of Earth Sciences, University College London, London WC1E 6BS, UK; [email protected] (A.J.); [email protected] (P.M.) 2 Department of Chemical Engineering, University College London, London WC1E 7JE, UK * Correspondence: [email protected] Received: 9 January 2020; Accepted: 12 February 2020; Published: 20 February 2020 Abstract: Drill core shale samples are critical for palaeoenvironmental studies and potential hydrocarbon reservoirs. They need to be preserved carefully to maximise their retention of reservoir condition properties. However, they are susceptible to alteration due to cooling and depressurisation during retrieval to the surface, resulting in volume expansion and formation of desiccation and micro fractures. This leads to inconsistent measurements of different critical attributes, such as porosity and permeability. Best practices for core handling start during retrieval while extracting from the barrel, followed by correct procedures for transportation and storage. Appropriate preservation measures should be adopted depending on the objectives of the scientific investigation and core coherency, with respect to consolidation and weathering. It is particularly desirable to maintain a constant temperature of 1 to 4 ◦C and a consistent relative humidity of >75% to minimise any micro fracturing and internal moisture movement in the core. While core re-sampling, it should be ensured that there is no further core compaction, especially while using a hand corer. Keywords: shale; drill core instability; micro fracture; clay minerals 1.