COSEWIC Assessment and Status Report on the Mapleleaf Quadrula Quadrula, Great Lakes - Upper St
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Recovery Strategy for Northern Riffleshell, Snuffbox, Round Pigtoe, Mudpuppy Mussel and Rayed Bean in Canada
Recovery Strategy for Five Ontario Freshwater Mussels December 2006 Species at Risk Act Recovery Strategy Series Recovery Strategy for Northern Riffleshell, Snuffbox, Round Pigtoe, Mudpuppy Mussel and Rayed Bean in Canada. December 2006 Recovery Strategy for Five Ontario Freshwater Mussels December 2006 About the Species at Risk Act Recovery Strategy Series What is the Species at Risk Act (SARA)? SARA is the Act developed by the federal government as a key contribution to the common national effort to protect and conserve species at risk in Canada. SARA came into force in 2003 and one of its purposes is “to provide for the recovery of wildlife species that are extirpated, endangered or threatened as a result of human activity.” What is recovery? In the context of species at risk conservation, recovery is the process by which the decline of an endangered, threatened or extirpated species is arrested or reversed, and threats are removed or reduced to improve the likelihood of the species’ persistence in the wild. A species will be considered recovered when its long-term persistence in the wild has been secured. What is a recovery strategy? A recovery strategy is a planning document that identifies what needs to be done to arrest or reverse the decline of a species. It sets goals and objectives and identifies the main areas of activities to be undertaken. Detailed planning is done at the action plan stage. Recovery strategy development is a commitment of all provinces and territories and of three federal agencies — Environment Canada, Parks Canada Agency and Fisheries and Oceans Canada — under the Accord for the Protection of Species at Risk. -
Distribution and Population Structure of Freshwater Mussels (Unionidae) in Lake Chicot, Arkansas John L
Journal of the Arkansas Academy of Science Volume 47 Article 13 1993 Distribution and Population Structure of Freshwater Mussels (Unionidae) in Lake Chicot, Arkansas John L. Harris Arkansas State University, [email protected] Peter J. Rust Arkansas State University Stephen W. Chordas III Arkansas State University George L. Harp Arkansas State University Follow this and additional works at: http://scholarworks.uark.edu/jaas Part of the Terrestrial and Aquatic Ecology Commons Recommended Citation Harris, John L.; Rust, Peter J.; Chordas, Stephen W. III; and Harp, George L. (1993) "Distribution and Population Structure of Freshwater Mussels (Unionidae) in Lake Chicot, Arkansas," Journal of the Arkansas Academy of Science: Vol. 47 , Article 13. Available at: http://scholarworks.uark.edu/jaas/vol47/iss1/13 This article is available for use under the Creative Commons license: Attribution-NoDerivatives 4.0 International (CC BY-ND 4.0). Users are able to read, download, copy, print, distribute, search, link to the full texts of these articles, or use them for any other lawful purpose, without asking prior permission from the publisher or the author. This Article is brought to you for free and open access by ScholarWorks@UARK. It has been accepted for inclusion in Journal of the Arkansas Academy of Science by an authorized editor of ScholarWorks@UARK. For more information, please contact [email protected], [email protected]. Journal of the Arkansas Academy of Science, Vol. 47 [1993], Art. 13 Distribution and Population Structure of Freshwater Mussels (Unionidae) inLake Chicot, Arkansas John L.Harris, Pete Rust, Steven W. Chordas, III,and George L.Harp Department of Biological Sciences Arkansas State University State University, AR 72467 Abstract A systematic survey of mussel concentrations (= beds) inLake Chicot was conducted during June 10-15, 1991. -
1988007W.Pdf
TABLE OF CONTENTS PAGE LIST OF FIGURES n LIST OF TABLES w LIST OF APPENDICES iv ABSTRACT 1 INTRODUCTION 1 I OBJECTIVES OF STUDY 3 ∎ METHODS 3 I DESCRIPTION OF STUDY AREA 7 RESULTS 7 SPECIES ACCOUNTS 13 Federally Endangered Species 13 Federal Candidate Species 15 I Proposed State Endangered Species 15 Proposed State Threatened Species 16 Watch List Species 16 Other Species 17 I Introduced Species 33 ∎ DISCUSSION 33 ACKNOWLEDGEMENTS 35 LITERATURE CITED 36 I I I I LIST OF FIGURES PAGE Figure 1 . Collection sites in the Little Wabash River drainage, 1988 6 Figure 2. The Little Wabash River and its tributaries 8 Figure 3. Number of individuals collected liver per site in the Little Wabash River (main channel) in 1988 12 I Figure 4 . Number of species collected per site in the Little Wabash River (main channel) in 1988 12 I I I I I I LIST OF TABLES PAGE Table 1 . Comparison of the mussel species of the Little Wabash River reported by Baker (1906) and others [pre-1950], Fechtner (1963) [1951-53], Parmalee [1954], Matteson [1956], INHS [1957-88], and this study 4 Table 2 . Collection sites in the Little Wabash River drainage, 1988 5 Table 3 . Total,rank order of abundance and percent composition of the mussel species collected live in the Little Wabash River drainage, 1988 9 Table 4. Site by site listing of all mussel species collected in the Little Wabash River drainage, 1988 10-11 Table 5. Site by site listing of all mussel species collected by M .R . Matteson in the Little Wabash River, 1956 14 I I iii LIST OF APPENDICES PAGE Appendix I . -
Atlas of the Freshwater Mussels (Unionidae)
1 Atlas of the Freshwater Mussels (Unionidae) (Class Bivalvia: Order Unionoida) Recorded at the Old Woman Creek National Estuarine Research Reserve & State Nature Preserve, Ohio and surrounding watersheds by Robert A. Krebs Department of Biological, Geological and Environmental Sciences Cleveland State University Cleveland, Ohio, USA 44115 September 2015 (Revised from 2009) 2 Atlas of the Freshwater Mussels (Unionidae) (Class Bivalvia: Order Unionoida) Recorded at the Old Woman Creek National Estuarine Research Reserve & State Nature Preserve, Ohio, and surrounding watersheds Acknowledgements I thank Dr. David Klarer for providing the stimulus for this project and Kristin Arend for a thorough review of the present revision. The Old Woman Creek National Estuarine Research Reserve provided housing and some equipment for local surveys while research support was provided by a Research Experiences for Undergraduates award from NSF (DBI 0243878) to B. Michael Walton, by an NOAA fellowship (NA07NOS4200018), and by an EFFRD award from Cleveland State University. Numerous students were instrumental in different aspects of the surveys: Mark Lyons, Trevor Prescott, Erin Steiner, Cal Borden, Louie Rundo, and John Hook. Specimens were collected under Ohio Scientific Collecting Permits 194 (2006), 141 (2007), and 11-101 (2008). The Old Woman Creek National Estuarine Research Reserve in Ohio is part of the National Estuarine Research Reserve System (NERRS), established by section 315 of the Coastal Zone Management Act, as amended. Additional information on these preserves and programs is available from the Estuarine Reserves Division, Office for Coastal Management, National Oceanic and Atmospheric Administration, U. S. Department of Commerce, 1305 East West Highway, Silver Spring, MD 20910. -
Ontario Species at Risk Evaluation Report for Round Pigtoe
Ontario Species at Risk Evaluation Report for Round Pigtoe (Pleurobema sintoxia) Committee on the Status of Species at Risk in Ontario (COSSARO) Assessed by COSSARO as ENDANGERED December 2014 Final Pleurobème écarlate (Pleurobema sintoxia) Le pleurobème écarlate est une moule d’eau douce qui peut atteindre une longueur de 13 cm. L’épaisse coquille des adultes est brun acajou parcourue de lignes foncées. Au Canada, le pleurobème écarlate est présent dans le sud-ouest de l’Ontario, dans le delta de la rivière Sainte-Claire et dans la rivière Sydenham River, et qu’en petites populations dans les rivières Grand et Thames. Il pourrait avoir disparu du lac Érié et de la rivière Niagara, mais il faudra réaliser d’autres relevés pour le confirmer. Le pleurobème écarlate utilise différents habitats, notamment les rivières et les lacs aux eaux profondes et aux fonds sablonneux, rocheux ou boueux. Comme toutes les moules d’eau douce, il se nourrit d’algues et de bactéries qu’il filtre hors de l’eau. Les larves de moules sont des parasites qui s’attachent à un poisson-hôte dont elles puisent les nutriments jusqu’à leur métamorphose en juvéniles, puis s’en détachent. Les hôtes du pleurobème écarlate sont, entre autres, le méné bleu, le ventre rouge du Nord, le ventre-pourri et le crapet arlequin. Le pleurobème écarlate est une espèce en voie de disparition en Ontario. Il est présent dans quelques endroits à peine, et le nombre de sites ne cesse de diminuer depuis 10 ans en raison de la présence des moules zébrées envahissantes (critères A2, B1 et B2 du CDSEPO). -
Species Assessment for Fat Pocketbook
Species Status Assessment Class: Bivalvia Family: Unionidae Scientific Name: Potamilus capax Common Name: Fat pocketbook Species synopsis: Potamilus capax is thought to have been extirpated in New York State for over a century (Strayer and Jirka 1997), and has not been found at historical sites during recent surveys (Mahar & Landry 2013). P. capax is a member of the widely distributed genus Potamilus. P. capax belongs to the subfamily Ambleminae and the tribe Lampsilini, which includes 17 extant and 6 likely extirpated New York species of the genera Actinonaias, Epioblasma, Lampsilis, Leptodea, Ligumia, Obovaria, Potamilus, Ptychobranchus, Toxolasma, Truncilla, and Villosa (Haag 2012; Graf and Cummings 2011). This species is listed as state and federally endangered and is ranked by The Natural Heritage Program as historic in New York and as imperiled throughout its range. It is distributed in the Lower Ohio River system and Mississippi River drainages in Arkansas and Nebraska (Watters et al. 2009), where P. capax abundance is stable, with multiple reproductively viable sites. A current threat to the species is that populations are sporadic and disjunct, with the entire species only inhabiting approximately 20 sites (NatureServe 2013). 1 I. Status a. Current and Legal Protected Status i. Federal ____ Endangered_______________Candidate? ___________ ii. New York _____Endangered__________________________________________________ b. Natural Heritage Program Rank i. Global _____G2- Imperiled_______________________________________________ ii. New York _____SH - Historic_______ Tracked by NYNHP? ______Yes___ Other Rank: U.S. Endangered Species Act (USESA): LE: Listed endangered (1976) IUCN Red List Category: Critically endangered Convention on International Trade in Endangered Species Protection Status (CITES): Appendix I American Fisheries Society Status: Endangered (1993) Status Discussion: The peripheral range (where P. -
Constructional Morphology of the Shell/Ligament System in Opisthogyrate Rostrate Bivalves J
Earth and Environmental Science Transactions of the Royal Society of Edinburgh, 106, 221–227, 2017 Constructional morphology of the shell/ligament system in opisthogyrate rostrate bivalves J. Echevarrı´a, S. E. Damborenea and M. O. Mancen˜ido CONICET – Museo de La Plata, Paseo del Bosque s/n, (1900) La Plata, Buenos Aires province, Argentina. Email: [email protected] ABSTRACT: The bivalve ligament provides the thrust for shell opening, acting as the resistance in a lever system against which adductor muscle effort is applied. Usually, its outer lamellar layer is subjected to tensile stress, while the inner fibrous layer is compressed, with the pivotal axis located between them. However, opisthogyrate rostrate bivalves display a concave dorsal margin, and both the umbo and the postero-dorsal angle of the shell project dorsally to the ligament, which then fails to act as pivotal axis. Three opisthogyrate rostrate genera of unrelated lineages show somewhat dif- ferent solutions to this morpho-functional challenge. In Cuspidaria (Anomalodesmata), the ligament is internal, subjected only to compression and ventral to the pivotal axis, a thickened periostracum develops, forcing the dorsal margins of the valves to act as pivotal axis, and the posterior parts of the shell’s dorsal margins gape dorsally. In Nuculana (Palaeotaxodonta), the inner layer of the ligament is internal, the outer layer is external but reduced, and some species develop a dorsal ridge parallel to the commissural plane, on a level with the rostrum and acting as pivotal axis. In Pterotrigonia (Palaeoheterodonta) and other rostrate trigoniides, the ligament is external opisthodetic, but is allometrically reduced. -
Red River Floodway Operation Report Spring 2019
RED RIVER FLOODWAY OPERATION REPORT SPRING 2019 June 28, 2019 Manitoba Infrastructure Hydrologic Forecasting and Water Management Branch Water Management and Structures Division Printed on Recycled Paper EXECUTIVE SUMMARY The 2019 Red River spring flood resulted from above normal to well above normal winter snow fall in the upper Red River basin, including significant late season snowfall in the Fargo area, combined with normal soil moisture going into freeze-up in the fall. The March Outlook published by Manitoba’s Hydrologic Forecast Center estimated that the peak flow at Emerson could exceed the flow seen in the 2011 flood under favorable conditions, and exceed the 2009 flood under normal conditions. Under unfavorable conditions, the 2019 flow at Emerson was forecast to be second only to 1997 in the last 60 years of records. The observed peak at Emerson for the 2019 spring flood was approximately 60,700 cfs (1720.0 m3/s), and occurred on April 25. This is similar to the peak flow observed at Emerson in 2010. The 2019 peak flow measured at Emerson equated to a 1:15 year flood. However, due to the small contributions of tributaries in the lower portion of the basin, the peak natural flood flow at James Avenue only equated to a 1:6 year flood. The 2019 Red River spring flood was driven primarily by significant winter precipitation in the upper portion of the basin, and most of the tributaries on the Canadian side of the border had peaked long before the flood crest arrived. Ice was not a major concern on the Red or Assiniboine rivers in 2019, however, some ice jamming did occur north of the City of Winnipeg in the Selkirk and Netley Creek areas. -
Manitoba's Flood of 2011
Manitoba’s Flood of 2011 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Steve Topping, P. Eng Executive Director, Regulatory and Operational Services Manitoba Water Stewardship September 13 , 2011 why was there so much water this year? why this flood was so different than 1997? was this a record-breaking year? Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth •2010 was the 5th wettest September through February on record following the first wettest on record (2009) and 3rd wettest (2010). October 26-28th 2010 Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography Snow Pack 2011 •Snowfall totals 75 to 90 inches, nearly double the climatological average. Newdale: 6-7 ft snow depth Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring • Storm events at the wrong time •15th year of current wet cycle, resulting in very little storage in the soils Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring • Storm events at the wrong time • Many watersheds flooding simultaneously May Sun Mon Tues Wed Thurs Fri Sat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Pre-Flood Preparation • Supplies and Equipment • 3 amphibex icebreakers • 7 ice cutting machines • 3 amphibious ATVs • 3 million sandbags • 30,000 super sandbags • 3 sandbagging units (total of 6) • 24 heavy duty steamers (total of 61) • 43 km of cage barriers • 21 mobile pumps (total of 26) • 72 km of water filled barriers • and much more... -
Executive Summary
Page 1 of 26 Hydrologic Forecast Centre Manitoba Infrastructure Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK February 26, 2021 Executive Summary The February Flood Outlook prepared by the Hydrologic Forecast Centre of Manitoba Infrastructure reports the risk of major spring flooding in most Manitoba basins is low. Due to below normal soil moisture at freeze-up in southern and central Manitoba basins and below normal to well below normal winter precipitation until mid-February in these basins, the risk of major spring flooding is low for all southern and central Manitoba basins. Southern and central Manitoba basins include the Assiniboine River, Red River, Souris River, Pembina River, Roseau River and Qu’Appelle River basins and Interlake region. The risk of major spring flooding is low to moderate for northern Manitoba basins, including the Saskatchewan and Churchill River basins, because these basins have normal to above normal soil moisture and received below normal to slightly above normal winter precipitation. Most of the major lakes are below normal levels for this time of the year and within their operating ranges. The risk of flooding for most lakes is low. Soil Moisture Conditions at Freeze up: Soil moisture at freeze-up is one of the major factors that affects spring runoff potential and spring flood risk. Due to normal to below normal summer and fall precipitation, the soil moisture at freeze-up is normal to below normal for most of the southern and central Manitoba basins. Soil moisture is normal to above normal in the Little Saskatchewan River basin and in areas close to Brandon. -
Provincial Flood Control Infrastructure Review of Operating Guidelines
A REPORT TO THE MINISTER OF MANITOBA INFRASTRUCTURE AND TRANSPORTATION August 2015 2 - Provincial Flood Control Infrastructure Panel Members Harold Westdal Chair Rick Bowering Hydrological Engineer Barry MacBride Civil Engineer Review of Operating Guidelines - 3 ACKNOWLEDGEMENTS While much of the work in this report is technical in nature, that work can only be guided and have meaning within a human context. In this respect the Panel is deeply grateful to the large numbers of people who freely gave their time and provided the Panel with the benefit of their experience and knowledge. The Panel would like to acknowledge the work of David Faurschou and Marr Consulting, the participation of municipal governments, First Nations, producer associations, provincial staff, those people who provided excellent advice at the Panel’s roundtable sessions and the many members of the public who took the time to attend open house sessions. The Panel also thanks the staff of the department for providing access to historical documents and technical support, and for attending the open house sessions. 4 - Provincial Flood Control Infrastructure TABLE OF CONTENTS 1 Flood Control Infrastructure Matters . .9 2 Terms of Reference and Approach .....................................13 2.1 Review Process .................................................14 2.2 Public Engagement. 15 2.3 Presentation of this Report .........................................15 3 Manitoba’s Flood Control System ......................................17 3.1 Diking ..................................................19 3.2 Flood Control Works ..............................................19 3.3 Benefits of the System ............................................19 4 Operating Guidelines and Rules .......................................25 4.1 Operating Guidelines in Practice .....................................26 4.2 Operational Considerations . 27 5 The Red River Floodway .............................................28 5.1 Background ..................................................28 5.1.1 How the Floodway Works . -
Appendix a Heritage Impact Assessment Report
APPENDIX A HERITAGE IMPACT ASSESSMENT REPORT October 9, 2015 HERITAGE IMPACT ASSESSMENT Holt Line Bridge (Duthill Bridge/10th Concession Bridge) Spanning the Sydenham River, St. Clair Township, Ontario Submitted to: Kelly Vader, MCIP, RPP BM Ross and Associates Limited 62 North Street Goderich, ON N7A 2TA Report Number: 1534665-R01 Distribution: 1 Copy - BM Ross and Associates Limited REPORT 1 Copy - Golder Associates Ltd. HIA - HOLT LINE BRIDGE - TOWNSHIP OF ST. CLAIR Executive Summary Golder Associates Ltd. was retained by B.M. Ross and Associates Ltd. (B.M. Ross) to undertake a Heritage Impact Assessment (HIA) for the proposed rehabilitation or replacement of the of the Duthill Bridge, also known as the Holt Line Bridge, located on Holt Line in the Township of St. Clair, Ontario. The objective of the HIA was to determine whether the structure represented a built heritage resource or a part of a cultural heritage landscape of cultural heritage value or interest. The analysis of the Duthill Bridge was guided by the Ontario Ministry of Tourism, Culture, and Sport’s (MTCS) Ontario Heritage Toolkit: Heritage Resources in the Land Use Planning Process. This HIA makes the following recommendations: Subject to the confirmation of preferred alternatives for the potential rehabilitation or replacement of the Duthill Bridge, St. Clair Township should consider the mitigation options identified in Section 5.3 of this report to evaluate the potential options that would conserve the cultural heritage value of the bridge. From a best practice standpoint for the conservation of heritage resources, the preferred alternative for the Duthill Bridge would be one of the following three options: Construction of a new bridge adjacent to the existing structure: The retention of the bridge in situ as a part of a pedestrian or recreational vehicle crossing would act as a form of mitigation.