Upper Susquehanna Subbasin Survey: a Water Quality and Biological Assessment, June – September 2007
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Section 5.4.3: Risk Assessment – Flood
SECTION 5.4.3: RISK ASSESSMENT – FLOOD 5.4.3 FLOOD This section provides a profile and vulnerability assessment for the flood hazard. HAZARD PROFILE This section provides hazard profile information including description, extent, location, previous occurrences and losses and the probability of future occurrences. Description Floods are one of the most common natural hazards in the U.S. They can develop slowly over a period of days or develop quickly, with disastrous effects that can be local (impacting a neighborhood or community) or regional (affecting entire river basins, coastlines and multiple counties or states) (Federal Emergency Management Agency [FEMA], 2006). Most communities in the U.S. have experienced some kind of flooding, after spring rains, heavy thunderstorms, coastal storms, or winter snow thaws (George Washington University, 2001). Floods are the most frequent and costly natural hazards in New York State in terms of human hardship and economic loss, particularly to communities that lie within flood prone areas or flood plains of a major water source. The FEMA definition for flooding is “a general and temporary condition of partial or complete inundation of two or more acres of normally dry land area or of two or more properties from the overflow of inland or tidal waters or the rapid accumulation of runoff of surface waters from any source (FEMA, Date Unknown).” The New York State Disaster Preparedness Commission (NYSDPC) and the National Flood Insurance Program (NFIP) indicates that flooding could originate from one -
NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5
NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5 DATABASE DESIGN DOCUMENTATION AND DATA DICTIONARY 1 June 2013 Prepared for: United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, Maryland 21403 Prepared By: Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 Prepared for United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, MD 21403 By Jacqueline Johnson Interstate Commission on the Potomac River Basin To receive additional copies of the report please call or write: The Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 301-984-1908 Funds to support the document The Non-Tidal Benthic Monitoring Database: Version 3.0; Database Design Documentation And Data Dictionary was supported by the US Environmental Protection Agency Grant CB- CBxxxxxxxxxx-x Disclaimer The opinion expressed are those of the authors and should not be construed as representing the U.S. Government, the US Environmental Protection Agency, the several states or the signatories or Commissioners to the Interstate Commission on the Potomac River Basin: Maryland, Pennsylvania, Virginia, West Virginia or the District of Columbia. ii The Non-Tidal Benthic Monitoring Database: Version 3.5 TABLE OF CONTENTS BACKGROUND ................................................................................................................................................. 3 INTRODUCTION .............................................................................................................................................. -
Pearly Mussels in NY State Susquehanna Watershed Paul H
Pearly mussels in NY State Susquehanna Watershed Paul H. Lord, Willard N. Harman & Timothy N. Pokorny Introduction Preliminary Results Discussion Pearly mussels (unionids) New unionid SGCN identified • Mobile substrates appear exacerbated endangered native mollusks in Susquehanna River Watershed by surge stormwater inputs • Life cycle complex • Eastern Pearlshell (Margaritifera margaritifera) - made worse by impervious surfaces - includes fish parasitism -- in Otselic River headwaters • Unionids impacted - involves watershed quality parameters Historical SGCN found in many locations by ↓O2, siltation, endocrine disrupting chemicals • 4 Species of Greatest Conservation Need • Regularly downstream of extended riffle - from human watershed use (SGCN) historically found • Require minimally mobile substrates • River location consistency with old maps in NY State Susquehanna Watershed • No observed wastewater treatment plant impact associated with ↑ unionids - Brook Floater (Alasmidonta varicosa) -adult unionids more easily observed - Green Floater (Lasmigona subviridis) Table 1. NYSDEC freshwater pearly mussel “species of greatest conservation need” (SGCN) observed in the Upper Susquehanna from kayaks - Yellow Lamp Mussel (Lampsilis cariosa) Watershed while mapping and searching rivers in the summers of 2008 Elktoe -Elktoe (Alasmidonta marginata) and 2009. Brook Floater = Alasmidonta varicosa; elktoe = Alasmidonta • Prior sampling done where convenient marginata; green floater = Lasmigona subviridis; yellow lamp mussel = - normally at intersection -
Chesapeake Bay Nontidal Network: 2005-2014
Chesapeake Bay Nontidal Network: 2005-2014 NY 6 NTN Stations 9 7 10 8 Susquehanna 11 82 Eastern Shore 83 Western Shore 12 15 14 Potomac 16 13 17 Rappahannock York 19 21 20 23 James 18 22 24 25 26 27 41 43 84 37 86 5 55 29 85 40 42 45 30 28 36 39 44 53 31 38 46 MD 32 54 33 WV 52 56 87 34 4 3 50 2 58 57 35 51 1 59 DC 47 60 62 DE 49 61 63 71 VA 67 70 48 74 68 72 75 65 64 69 76 66 73 77 81 78 79 80 Prepared on 10/20/15 Chesapeake Bay Nontidal Network: All Stations NTN Stations 91 NY 6 NTN New Stations 9 10 8 7 Susquehanna 11 82 Eastern Shore 83 12 Western Shore 92 15 16 Potomac 14 PA 13 Rappahannock 17 93 19 95 96 York 94 23 20 97 James 18 98 100 21 27 22 26 101 107 24 25 102 108 84 86 42 43 45 55 99 85 30 103 28 5 37 109 57 31 39 40 111 29 90 36 53 38 41 105 32 44 54 104 MD 106 WV 110 52 112 56 33 87 3 50 46 115 89 34 DC 4 51 2 59 58 114 47 60 35 1 DE 49 61 62 63 88 71 74 48 67 68 70 72 117 75 VA 64 69 116 76 65 66 73 77 81 78 79 80 Prepared on 10/20/15 Table 1. -
Flood Event of 4/5/1941 - 4/7/1941
Flood Event of 4/5/1941 - 4/7/1941 Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Chemung 16.00 4/6/1941 16.92 55,300 Minor Chemung Chemung River Chemung Chemung Corning 29.00 4/6/1941 30.09 -9,999 Moderate Chemung Chemung River Steuben Steuben Main Stem Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Monroeton 14.00 4/5/1941 14.20 8,640 Minor Upper Main Stem Towanda Creek Bradford Bradford Susquehanna Towanda 16.00 4/6/1941 18.47 122,000 Moderate Upper Main Stem Susquehanna River Bradford Bradford Susquehanna Wilkes-Barre 22.00 4/7/1941 23.50 138,000 Minor Upper Main Stem Susquehanna River Luzerne Luzerne Susquehanna North Branch Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Chenango Forks 10.00 4/7/1941 11.86 29,000 Minor North Branch Chenango River Broome Broome Susquehanna Cincinnatus 9.00 4/6/1941 9.44 4,980 Minor North Branch Otselic River Cortland Cortland Susquehanna Conklin 11.00 4/6/1941 13.40 24,900 Minor North Branch North Branch Broome Broome Susquehanna Susquehanna River Cortland 8.00 4/6/1941 12.49 7,880 Moderate North Branch Tioughnioga River Cortland Cortland Susquehanna Sherburne 8.00 4/6/1941 9.25 4,960 Moderate North Branch Chenango River Chenango Chenango Susquehanna Vestal 18.00 4/7/1941 20.29 53,400 Minor North Branch North Branch Broome Broome Susquehanna Susquehanna River Created On: 8/16/2016 Page 1 of 2 Waverly 11.00 4/6/1941 14.75 68,500 Minor North Branch North Branch Bradford Tioga Susquehanna Susquehanna River Weather Summary The weather summary is unavailable at this time. -
Comprehensive Plan (Draft)
Town of Cortlandville Comprehensive Plan Prepared for the Cortlandville Town Board December 2020 Town of Cortlandville, NY December 2020 Comprehensive Plan Draft Acknowledgements The Town of Cortlandville would like to thank the Comprehensive Plan committee for their efforts and hard work during the preparation of this important document. The Town would also like to thank Town officials and employees who willingly answered questions and provided data. John Proud, former Town Board Member who served as the Town Board liaison during his tenure and remains as a technical advisor to the Committee deserves special recognition. His willingness to answer questions, provide additional information or direct the committee to additional information sources and his deep knowledge of the Town has been an asset to the Committee. Town Board Tom Williams, Supervisor Ted Testa Jay Cobb Doug Withey Jeff Guido Prior Town Board Richard Tupper John Proud Randolph Ross Comprehensive Plan Committee Nasrin Parvizi, Chair Forrest Earl Ann Hotchkin Pam Jenkins David Yaman Town of Cortlandville, NY December 2020 Comprehensive Plan Draft Table of Contents Page Executive Summary E-1 Chapter 1 Introduction Comprehensive Plan Process 1-1 Legislative Authority 1-3 Public Participation 1-3 Chapter 2 Cortlandville Today Historical Background 2-1 Present Day 2-2 Where Are We? 2-4 Previous Planning Activities 2-6 Chapter 3 Cortlandville’s Vision Vision 3-1 Goals and Objectives 3-2 Chapter 4 Plan Recommendations Growth Management and Land Use 4-1 Infrastructure 4-8 Transportation -
Town of Otsego Comprehensive Plan Appendices
Town of Otsego Comprehensive Plan Appendices Draft (V6) March 2007 Town of Otsego Comprehensive Plan – Draft March 2007 Table of Contents Appendix A Consultants Recommendations to Implement Plan A1 Appendix B 2006 Update: Public Input B1 Appendix C 2006 Update: Profile and Inventory of Town Resources C1 Appendix D Zoning Build-out Analysis D1 Appendix E Strengths, Weaknesses, Opportunities and Threats Analysis E1 Appendix F 1987 Master Plan F1 Appendix G Ancillary Maps G1 See separate document for Comprehensive Plan: Section 1 Introduction Section 2 Summary of Current Conditions and Issues Section 3 Vision Statement Section 4 Goals Section 5 Strategies to Implement Goals Section 6 Mapped Resources Appendix A Consultants Recommendations to Implement Plan APPENDIX A-1 Town of Otsego Comprehensive Plan – Draft March 2007 Appendix A. Consultants Recommendations to Implement Plan This section includes strategies, actions, policy changes, programs and planning recommendations presented by the consultants (included in the plan as reference materials) that could be undertaken by the Town of Otsego to meet the goals as established in this Plan. They are organized by type of action. Recommended Strategies Regulatory and Project Review Initiatives 1. Utilize the Final GEIS on the Capacities of the Cooperstown Region in decision making in the Town of Otsego. This document analyzes and identifies potential environmental impacts to geology, aquifers, wellhead protection areas, surface water, Otsego Lake and Watershed, ambient light conditions, historic resources, visual resources, wildlife, agriculture, on-site wastewater treatment, transportation, emergency services, demographics, economic conditions, affordable housing, and tourism. This document will offer the Planning Board and other Town agencies, background information, analysis, and mitigation to be used to minimize environmental impacts of future development. -
Flood Event of 3/4/1964 - 3/7/1964
Flood Event of 3/4/1964 - 3/7/1964 Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Campbell 8.00 3/5/1964 8.45 13,200 Minor Chemung Cohocton River Steuben Steuben Chemung 16.00 3/6/1964 20.44 93,800 Moderate Chemung Chemung River Chemung Chemung Corning 29.00 3/5/1964 30.34 -9,999 Moderate Chemung Chemung River Steuben Steuben Elmira 12.00 3/6/1964 15.60 -9,999 Moderate Chemung Chemung River Chemung Chemung Lindley 17.00 3/5/1964 18.48 37,400 Minor Chemung Tioga River Steuben Steuben Delaware Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Walton 9.50 3/5/1964 13.66 15,800 Minor Delaware West Branch Delaware Delaware Delaware River James Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Lick Run 16.00 3/6/1964 16.07 25,900 Minor James James River Botetourt Botetourt Juniata Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Spruce Creek 8.00 3/5/1964 8.43 4,540 Minor Juniata Little Juniata River Huntingdon Huntingdon Created On: 8/16/2016 Page 1 of 4 Main Stem Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Towanda 16.00 3/6/1964 23.63 174,000 Moderate Upper Main Stem Susquehanna River Bradford Bradford Susquehanna Wilkes-Barre 22.00 3/7/1964 28.87 180,000 Moderate Upper Main Stem Susquehanna River Luzerne Luzerne Susquehanna North Branch Susquehanna Site Flood Stage Date Crest Flow Category -
Lisle Flood Damage Reduction Project
LISLE FLOOD DAMAGE REDUCTION PROJECT Department of Environmental Conservation Operated and Maintained by: New York State Region 7 Counties: Broome, Cayuga, Chenango, Cortland, Madison, Onondaga, Oswego, Tioga, Tompkins PROJECT LOCATION The Village of Lisle, Broome County, New York, is located on the right bank of the Tioughnioga River, 11 miles above its confluence with the Chenango River in the upper Susquehanna River Basin. Page 1 of 6 Lisle Flood Damage Reduction Project PROJECT DESCRIPTION The improvement consists of the following work: • The relocation of about 3,000 feet of the Dudley Creek channel, extending from 1,200 feet west of the intersection of the Cortland and Main Streets to the confluence with the Tioughnioga River. • The realignment of 5,700 feet of the Tioughnioga River channel east of the Village. • Construction of about 4,150 feet of earth levee and 970 feet of concrete wall on the right bank of Dudley Creek and the Tioughnioga River extending from Main Street on the west end of the village to the railroad crossing on River Street. • A stoplog structure for the railroad through the levee. • The relocation of about 1,600 feet of Cortland Street. • Construction of railroad and highway bridges over the relocated Dudley Creek • The construction of appurtenant drainage structures. AUTHORIZATION By enactment of the Flood Control Act approved June 22nd, 1936 (Public Law No. 738, 74th Congress), Congress authorized “Construction of detention reservoirs and related flood- control works for protection of Binghamton, Hornell, Corning, and other towns in New York and Pennsylvania in accordance with plans approved by the Chief of Engineers…” The flood- protection works at Lisle, Whitney Point Village, and Oxford, New York, constructed under that authority, as amended by the Flood Control Act approved June 28th, 1938 (Public Law No 761, 75th Congress, 3rd session), are a part of the comprehensive plan for flood control in the upper Susquehanna River watershed in southern New York and eastern Pennsylvania. -
A Characterization of the Riparian Corridor of the Oaks Creek Blueway Trail with Emphasis on Otsego Land Trust Properties
A characterization of the riparian corridor of the Oaks Creek Blueway Trail with emphasis on Otsego Land Trust properties Nicole Pedisich1 and Donna Vogler2 INTRODUCTION The Otsego Land Trust Blueway is a series of Land Trust owned and protected parcels that provide fishing, hiking, paddling, bird watching, and educational opportunities from Canadarago Lake to the Susquehanna River including Brookwood Point on Otsego Lake. (Otsego Land Trust 2014). The trail consists of Fetterly Forest, Deowongo Island, Oaks Creek Preserve, Crave, Parslow Road, Greenough Road, and Compton Bridge. For this project, an assessment of the riparian vegetation communities of Oaks Creek was conducted along a section of the Blueway Trail starting in Schuyler Lake and ending in Cattown. More in-depth characterizations of plant communities were done at Oaks Creek Preserve, the Crave property, and Parslow Road Conservation Area. Oaks Creek is a stream located in Otsego County, NY. It flows from Canadarago Lake southeast into the Susquehanna River, a distance of approximately 13.8 miles. (Hingula 2004). A majority of the stretch of stream assessed is state-regulated freshwater wetlands (Figure 1, NYSDEC). Oaks Creek Preserve is a 28-acre parcel located along its namesake between Schuyler Lake and Oaksville. Downstream are Crave, a parcel recently acquired by the Otsego Land Trust and Parslow Road Conservation Area, an 86-acre parcel located on the northern edge of Oaksville running a half-mile along Oaks Creek (Figure 2). 3 1 BFS Intern, summer 2015. Current affiliation: SUNY College at Oneonta. Funding for this project was provided by the Otsego Land Trust. 2 Professor. -
Susquehanna Riyer Drainage Basin
'M, General Hydrographic Water-Supply and Irrigation Paper No. 109 Series -j Investigations, 13 .N, Water Power, 9 DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR HYDROGRAPHY OF THE SUSQUEHANNA RIYER DRAINAGE BASIN BY JOHN C. HOYT AND ROBERT H. ANDERSON WASHINGTON GOVERNMENT PRINTING OFFICE 1 9 0 5 CONTENTS. Page. Letter of transmittaL_.__.______.____.__..__.___._______.._.__..__..__... 7 Introduction......---..-.-..-.--.-.-----............_-........--._.----.- 9 Acknowledgments -..___.______.._.___.________________.____.___--_----.. 9 Description of drainage area......--..--..--.....-_....-....-....-....--.- 10 General features- -----_.____._.__..__._.___._..__-____.__-__---------- 10 Susquehanna River below West Branch ___...______-_--__.------_.--. 19 Susquehanna River above West Branch .............................. 21 West Branch ....................................................... 23 Navigation .--..........._-..........-....................-...---..-....- 24 Measurements of flow..................-.....-..-.---......-.-..---...... 25 Susquehanna River at Binghamton, N. Y_-..---...-.-...----.....-..- 25 Ghenango River at Binghamton, N. Y................................ 34 Susquehanna River at Wilkesbarre, Pa......_............-...----_--. 43 Susquehanna River at Danville, Pa..........._..................._... 56 West Branch at Williamsport, Pa .._.................--...--....- _ - - 67 West Branch at Allenwood, Pa.....-........-...-.._.---.---.-..-.-.. 84 Juniata River at Newport, Pa...-----......--....-...-....--..-..---.- -
Upper Susquehanna River Basin Flood Damage Reduction Study
Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S.