Upgrading the Avon River Causeway During Highway 101 Twinning
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Barriers to Fish Passage in Nova Scotia the Evolution of Water Control Barriers in Nova Scotia’S Watershed
Dalhousie University- Environmental Science Barriers to Fish Passage in Nova Scotia The Evolution of Water Control Barriers in Nova Scotia’s Watershed By: Gillian Fielding Supervisor: Shannon Sterling Submitted for ENVS 4901- Environmental Science Honours Abstract Loss of connectivity throughout river systems is one of the most serious effects dams impose on migrating fish species. I examine the extent and dates of aquatic habitat loss due to dam construction in two key salmon regions in Nova Scotia: Inner Bay of Fundy (IBoF) and the Southern Uplands (SU). This work is possible due to the recent progress in the water control structure inventory for the province of Nova Scotia (NSWCD) by Nova Scotia Environment. Findings indicate that 586 dams have been documented in the NSWCD inventory for the entire province. The most common main purpose of dams built throughout Nova Scotia is for hydropower production (21%) and only 14% of dams in the database contain associated fish passage technology. Findings indicate that the SU is impacted by 279 dams, resulting in an upstream habitat loss of 3,008 km of stream length, equivalent to 9.28% of the total stream length within the SU. The most extensive amount of loss occurred from 1920-1930. The IBoF was found to have 131 dams resulting in an upstream habitat loss of 1, 299 km of stream length, equivalent to 7.1% of total stream length. The most extensive amount of upstream habitat loss occurred from 1930-1940. I also examined if given what I have learned about the locations and dates of dam installations, are existent fish population data sufficient to assess the impacts of dams on the IBoF and SU Atlantic salmon populations in Nova Scotia? Results indicate that dams have caused a widespread upstream loss of freshwater habitat in Nova Scotia howeverfish population data do not exist to examine the direct impact of dam construction on the IBoF and SU Atlantic salmon populations in Nova Scotia. -
Fen Causeway
Fen Causeway An important vehicular route which crosses the attractive rural spaces of Coe Fen and Sheep’s Green with views back towards the city. Fen Causeway was built in as one of the main routes the 1920s to link Newnham around Cambridge, but the village with Trumpington negative effect of this traffic Road and to provide access is mitigated by the pastural to the south of the city. Its setting and the views of the construction was the subject River Cam with the historic of fierce local opposition city centre beyond. at the time. The road was built on the line of Coe Fen Lane, which joined the footpaths that crossed Coe Fen and Sheep’s Green. Today the road is very busy Fen Causeway SIGNIFICANCE - SIGNIFICANT General Overview At its eastern end Fen Causeway passes between the large properties of the Leys School to the south and the Royal Cambridge Hotel and University Department of Engineering to the north. Although the hotel is built up against the pavement, the car parks to the rear provide a large open space, whilst the school and engineering department stand back from the road behind high walls. The setback makes the street a light space, although the high buildings to either side channel views along the street in both directions. The grounds on either side provide greenery that softens the streetscene. The Royal Cambridge Hotel North House of the Leys School provides architectural interest as part of the late Victorian Methodist School complex, built in red brick with exuberant stone and brick detailing which provides a strong vertical emphasis. -
The Siege of Fort Beauséjour by Chris M. Hand Notes
1 The Siege of Fort Beauséjour by Chris M. Hand Notes Early Conflict in Nova Scotia 1604-1749. By the end of the 1600’s the area was decidedly French. 1713 Treaty of Utrecht After nearly 25 years of continuous war, France ceded Acadia to Britain. French and English disagreed over what actually made up Acadia. The British claimed all of Acadia, the current province of New Brunswick and parts of the current state of Maine. The French conceded Nova Scotia proper but refused to concede what is now New Brunswick and northern Maine, as well as modern Prince Edward Island and Cape Breton. They also chose to limit British ownership along the Chignecto Isthmus and also harboured ambitions to win back the peninsula and most of the Acadian settlers who, after 1713, became subjects of the British Crown. The defacto frontier lay along the Chignecto Isthmus which separates the Bay of Fundy from the Northumberland Strait on the north. Without the Isthmus and the river system to the west, France’s greatest colony along the St. Lawrence River would be completely cut off from November to April. Chignecto was the halfway house between Quebec and Louisbourg. 1721 Paul Mascarene, British governor of Nova Scotia, suggested that a small fort could be built on the neck with a garrison of 150 men. a) one atthe ridge of land at the Acadian town of Beaubassin (now Fort Lawrence) or b) one more west on the more prominent Beauséjour ridge. This never happened because British were busy fighting Mi’kmaq who were incited and abetted by the French. -
Evaluation of Green Colored Bicycle Lanes in Florida
Florida Department of Transportation Evaluation of Green Colored Bicycle Lanes in Florida FDOT Office State Materials Office Report Number FL/DOT/SMO 17-581 Authors Edward Offei Guangming Wang Charles Holzschuher Date of Publication April 2017 Table of Contents Table of Contents ............................................................................................................................. i List of Figures ................................................................................................................................. ii List of Tables .................................................................................................................................. ii EXECUTIVE SUMMARY ........................................................................................................... iii INTRODUCTION .......................................................................................................................... 1 Background ..................................................................................................................................... 1 OBJECTIVE ................................................................................................................................... 3 TEST EQUIPMENT ....................................................................................................................... 4 DYNAMIC FRICTION TESTER (DFT) ................................................................................... 4 CIRCULAR TRACK METER (CTM) ...................................................................................... -
The Quest for Lobster Stock Boundaries in the Canadian
NOT TO BE CITED WITHOUT PRIOR REFERENCE TO THE AUTHOR(S) Northwest Atlantic Fisheries Organization Serial No. N615 NAFO SCR Doc. 82/IX/107 FOURTH ANNUAL MEETING - SEPTEMBER 1982 The Quest for Lobster Stoclg Boundaries in the Canadian Maritimes by A. Camp ell and R. K. Mohnl Invertebrates and Marine Plants Division Fisheries Research Branch, Department of Fisheries and Oceans Biological Station, St. Andrews, N. B., Canada EOG 2X0 P. O. Box 550, H lifax, N. S., Canada B3J 2S7 Abstract Historical and recent datO on lobsters (Homarus americanus) from the Canadian maritimes were examin4d for stock differences with the object of defining lobster population bot ndaries. Using pattern recognition techniques, historical lobster landings (1892-1981) from 32 areas resulted in grouping the landing trends into 7-8 areas. Examination of morphometrics data, landing trends, population parameters (growth and size at aturity), movement of tagged lobsters, and general surface currents that might indicate larval drift, suggested the following general lobster stock areas: Western maritimes which included the Bay of Fundy, inshore and possibly offshore) southwestner Nova Scotia (to Shelburne Co.), The Eastern Coast of Nova Scotia (Queens to Cape Breton Counties) which seems to be a transition zone f,r lobsters between the Gulf of Maine and the Gulf of St. Lawrence, and 3. Southern Gulf of St. Lawrence STOCK DISCRI INATION SYMPOSIUM Key words: Homarus americanus; lobsters; stocks; population dynamics; morphonietrics; landing statistics; electrophoresis; recruitment; tagging; movement. General Introduction Historically, there have been various debates amongst biologists, fishery managers, and fishermen as to the geographic discreteness of lobster (Homarus americanus) populations on the Atlantic Coast of North America (eg. -
East Bay Hills Wind Project Mi'kmaq Ecological Knowledge Study
East Bay Hills Wind Project Mi’kmaq Ecological Knowledge Study Prepared for: Cape Breton Hydro Inc. December 2012 – Version 1 M.E.K.S. Project Team Jason Googoo, Project Manager Dave Moore, Author and Research Craig Hodder, Author and GIS Technician Mary Ellen Googoo, MEKS Interviewer John Sylliboy, MEKS Traditionalist Prepared by: Reviewed by: ___________________ ____________________ Craig Hodder, Author Jason Googoo, Manager Executive Summary This Mi’kmaq Ecological Knowledge Study, also commonly referred to as an MEKS or a Traditional Ecological Knowledge Study (TEKS), was developed by Membertou Geomatics Solutions (MGS) on behalf of Cape Breton Hydro Inc. (CBHI) for the proposed East Bay Hills Wind Power Project. This MEKS mandate is to consider land and water areas which the proposed project will utilize, and to identify what Mi’kmaq traditional use activities have occurred, or are currently occurring within, and what Mi’kmaq ecological knowledge presently exists in regards to the area. In order to ensure accountability and ethic responsibility of this MEKS, the MEKS development has adhered to the “Mi’kmaq Ecological Knowledge Protocol”. This protocol is a document that has been established by the Assembly of Nova Scotia Mi’kmaq Chiefs, which speaks to the process, procedures and results that are expected of a MEKS. The Mi’kmaq Ecological Knowledge Study consisted of two major components: • Mi’kmaq Traditional Land and Resource Use Activities , both past and present, • A Mi’kmaq Significance Species Analysis , considering the resources that are important to Mi’kmaq use. The Mi’kmaq Traditional Land and Resource Use Activities component utilized interviews as the key source of information regarding Mi’kmaq use in the Project Site and Study Area. -
Hydrodynamic Modelling for Flood Management in Bay of Fundy Dykelands”
Hydrodynamic Modelling for Flood Management in Bay of Fundy Dykelands By Michael Fedak A Thesis Submitted to Saint Mary’s University, Halifax, Nova Scotia in Partial Fulfillment of the Requirements for the Degree of Master of Science in Applied Science July 16, 2012, Halifax Nova Scotia © Michael Fedak, 2012 Approved: Dr. Danika van Proosdij Supervisor Department of Geography Approved: Dr. Ryan Mulligan External Examiner Department of Civil Engineering Queen’s University Approved: Dr. Timothy Webster Supervisory Committee Member COGS, NSCC Approved: Dr. Peter Secord Graduate Studies Representative Date: July 16, 2012 Abstract “Hydrodynamic Modelling for Flood Management in Bay of Fundy Dykelands” By Michael Fedak Storm surge in the coastal Bay of Fundy is a serious flood hazard. These lands are low-lying and adapted to farming through the use of coastal defences, namely dykes. Increasing rates of sea level rise due to climate change are expected to increase flood hazard in this area. In this thesis, flood risk to communities in the Avon River estuary of the Upper Bay of Fundy is investigated through computer based modelling and data management techniques. Flood variables from 14 possible storm surge scenarios (based on sea level rise predictions) were modelled using TUFLOW software. A GIS was used to create a database for simulation outputs and for the analysis of outputs. TUFLOW and a geographic information system (GIS) flood algorithm are compared .It was found that obstructions to flow controlled flooding and drainage and these features required the use of a hydrodynamic model to represent flows properly. July 16, 2012 2 Acknowledgements Funding Sources: • Atlantic Canada Adaptation Solutions Association part of the Natural Resources Canada Regional Adaptation Collaboratives (RAC) Project. -
Tectonic Setting of Middle Devonian to Lower Carboniferous Rocks in the Magdalen Basin P
Document generated on 10/06/2021 11:56 p.m. Atlantic Geology Tectonic setting of Middle Devonian to Lower Carboniferous rocks in the Magdalen Basin P. Durling and F. Marillier Volume 29, Number 3, November 1993 Article abstract Seismic reflection data in the Gulf of St. Lawrence were used to construct an URI: https://id.erudit.org/iderudit/ageo29_3rep03 isopach map of the Horton Group (Middle Devonian-Early Carboniferous) in the Magdalen Basin. The map shows that the Horton Group was deposited in See table of contents basins that developed parallel to the offshore extension of structural trends in New Brunswick and the Gaspe Peninsula. Horton Group strata were deposited in narrow linear fault bounded basins, presently up to 8 km deep, and in broad Publisher(s) sag basins up to 3 km deep. The sag basins may thin latterally to form sedimentary veneers less than 1 km thick. The fault bounded basins are mostly Atlantic Geoscience Society half-grabens and they developed during an early crustal extension phase. The largest and deepest basin strikes northeast-southwest, almost parallel to the ISSN Moncton Basin in New Brunswick. Sag basins and thin veneers are not fault controlled and are widespread, underlying most of the Magdalen Basin. They 0843-5561 (print) probably formed later than the fault bounded basins in response to the onset 1718-7885 (digital) of a regional subsidence phase. Deformation of Horton Group rocks in the Magdalen Basin is concentrated in Explore this journal fault zones up to 20 km wide, and mainly affected deep subbasins, where thrust faults and possible flower structures are observed. -
An Assessment of Nitrogen and Phosphorus Availability in Constructed Wetlands in the Cumberland Marsh Region, Canada
An assessment of nitrogen and phosphorus availability in constructed wetlands in the Cumberland Marsh Region, Canada by Maxwell J. Turner Thesis in partial fulfilment of the requirements for the Degree of Bachelor of Science with Honours in Geology Acadia University April, 2016 © Copyright by Maxwell J. Turner 2016 The thesis by Maxwell J. Turner is accepted in its present form by the Department of Earth and Environmental Science as satisfying the thesis requirements for the degree of Bachelor of Science with Honours Approved by Thesis Supervisors _____________________________ ______________________________ Dr. Ian Spooner Date _____________________________ ______________________________ Dr. Mark Mallory Date Approved by the Head of the Department _____________________________ ______________________________ Dr. Ian Spooner Date Approved by the Honours Committee ______________________________ _______________________________ Dr. Anna Redden Date ii I, Max Turner, grant permission to the University Librarian at Acadia University to reproduce, loan or distribute copies of my thesis in microform, paper or electronic formats on a non-profit basis. I, however, retain copyright in my thesis. ___________________________________ Maxwell Turner ___________________________________ Date iii Acknowledgements I would like to extend recognition to Acadia University and Ducks Unlimited Canada, whose funding and dedication to scientific research made this project possible. Nic McLellan of Ducks Unlimited provided both in-field help and a useful supply of regional knowledge. I would like to thank the entirety of the Department of Earth and Environmental Science for providing a supportive learning environment that allows one to feel comfortable, acknowledged, and feel the expectation for success; but a special thanks to Dr. Rob Raeside whose subtle acknowledgements truly made me feel that this was the department to which I belonged. -
Nova Scotia Inland Water Boundaries Item River, Stream Or Brook
SCHEDULE II 1. (Subsection 2(1)) Nova Scotia inland water boundaries Item River, Stream or Brook Boundary or Reference Point Annapolis County 1. Annapolis River The highway bridge on Queen Street in Bridgetown. 2. Moose River The Highway 1 bridge. Antigonish County 3. Monastery Brook The Highway 104 bridge. 4. Pomquet River The CN Railway bridge. 5. Rights River The CN Railway bridge east of Antigonish. 6. South River The Highway 104 bridge. 7. Tracadie River The Highway 104 bridge. 8. West River The CN Railway bridge east of Antigonish. Cape Breton County 9. Catalone River The highway bridge at Catalone. 10. Fifes Brook (Aconi Brook) The highway bridge at Mill Pond. 11. Gerratt Brook (Gerards Brook) The highway bridge at Victoria Bridge. 12. Mira River The Highway 1 bridge. 13. Six Mile Brook (Lorraine The first bridge upstream from Big Lorraine Harbour. Brook) 14. Sydney River The Sysco Dam at Sydney River. Colchester County 15. Bass River The highway bridge at Bass River. 16. Chiganois River The Highway 2 bridge. 17. Debert River The confluence of the Folly and Debert Rivers. 18. Economy River The highway bridge at Economy. 19. Folly River The confluence of the Debert and Folly Rivers. 20. French River The Highway 6 bridge. 21. Great Village River The aboiteau at the dyke. 22. North River The confluence of the Salmon and North Rivers. 23. Portapique River The highway bridge at Portapique. 24. Salmon River The confluence of the North and Salmon Rivers. 25. Stewiacke River The highway bridge at Stewiacke. 26. Waughs River The Highway 6 bridge. -
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee in Fulfillment of Session Law 2008‐107
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee In Fulfillment of Session Law 2008‐107 Prepared by: URS Corporation – North Carolina 1600 Perimeter Park Drive Suite 400 Morrisville, NC 27560 Prepared for: NC Department of Transportation Hydraulics Unit 1590 Mail Service Center Raleigh, NC 27699‐1590 919.707.6700 July 2010 (May 2012) Cover Photos: C. dubia photo provided by Jack Kelly Clark, courtesy of University of California Statewide Integrated Pest Management Program. All other photos by authors. This page intentionally left blank Stormwater Runoff from Bridges Final Report Revision History Date Description May 9, 2012 Errors in the calculation of unit event loads, annual loading rates, and runoff volumes were corrected. The following updates associated with the corrections were incorporated: Pages 4‐9 through 4‐16 in section 4 were updated, including all text and tables: o Table 4.2‐2 on pages 4‐10 through 4‐13 was updated with corrected median unit event loads and average unit annual loading rates. o Table 4.2‐3 on page 4‐14 was updated with corrected annual loading rate values. o Table 4.2‐4 on page 4‐16 was updated with corrected annual loading rate values. All tables in Appendix 3‐G (Tables 3‐G.1 to 3‐G.15) were updated with corrected runoff volume values. This page intentionally left blank Stormwater Runoff from Bridges Final Report Table of Contents Executive Summary ..............................................................................................................................ES-1 -
Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019
St. Tammany Parish Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019 ST. TAMMANY PARISH TABLE OF CONTENTS EMERGENCY OPERATIONS PLAN Table of Contents Promulgation Statement ....................................................................................................... viii Concurrence ............................................................................................................................ x Foreword ............................................................................................................................... xix Record of Changes ................................................................................................................. xxi Record of Distribution .......................................................................................................... xxiii Basic Plan ................................................................................................................................ 1 I. PURPOSE AND SCOPE .......................................................................................................... 1 II. SITUATION AND ASSUMPTIONS ........................................................................................... 2 III. CONCEPT OF OPERATIONS ................................................................................................... 4 IV. ORGANIZATION AND ASSIGNMENT OF RESPONSIBILITIES .................................................... 5 V. DIRECTION AND CONTROL