Whitney Point Adaptive Management Plan a Five Year Summary Luanne Steffy, Aquatic Ecologist December 2013
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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 -
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 -
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 -
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. -
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. -
Upper Susquehanna Subbasin Survey: a Water Quality and Biological Assessment, June – September 2007
Upper Susquehanna Subbasin Survey: A Water Quality and Biological Assessment, June – September 2007 The Susquehanna River Basin Commission (SRBC) conducted a water quality and biological survey of the Upper Susquehanna Subbasin from June to September 2007. This survey is part of SRBC’s Subbasin Survey Program, which is funded in part by the United States Environmental Protection Agency (USEPA). The Subbasin Survey Program consists of two- year assessments in each of the six major subbasins (Figure 1) on a rotating schedule. This report details the Year-1 survey, which consists of point-in-time water chemistry, macroinvertebrate, and habitat data collection and assessments of the major tributaries and areas of interest throughout the Upper Susquehanna Subbasin. The Year-2 survey will be conducted in the Tioughnioga River over a one-year time period beginning in summer 2008. The Year-2 survey is part of a larger monitoring effort associated with an environmental restoration effort at Whitney Point Lake. Previous SRBC surveys of the Upper Susquehanna Subbasin were conducted in 1998 (Stoe, 1999) and 1984 (McMorran, 1985). Subbasin survey information is used by SRBC staff and others to: • evaluate the chemical, biological, and habitat conditions of streams in the basin; • identify major sources of pollution and lengths of streams impacted; • identify high quality sections of streams that need to be protected; • maintain a database that can be used to document changes in stream quality over time; • review projects affecting water quality in the basin; and • identify areas for more intensive study. Description of the Upper Susquehanna Subbasin The Upper Susquehanna Subbasin is an interstate subbasin that drains approximately 4,950 square miles of southcentral New York and a small portion of northeastern Pennsylvania. -
Section 4: County Profile
SECTION 4: COUNTY PROFILE SECTION 4: COUNTY PROFILE Broome County profile information is presented in the plan and analyzed to develop an understanding of a study area, including the economic, structural, and population assets at risk and the particular concerns that may be present related to hazards analyzed later in this plan (e.g., low lying areas prone to flooding or a high percentage of vulnerable persons in an area). This profile provides general information for Broome County (physical setting, population and demographics, general building stock, and land use and population trends) and critical facilities located within the County. GENERAL INFORMATION Broome County is a rural community located within the south-central part or “Southern Tier” of New York State. The Southern Tier is a geographical term that refers to the counties of New York State that lie west of the Catskill Mountains, along the northern border of Pennsylvania. Broome County lies directly west of Delaware County, 137 miles southwest of Albany and approximately 177 miles northwest of New York City. Broome County occupies approximately 715 square miles and has a population of approximately 199,031 (U.S. Census, 2011). Broome County is one of the 62 counties in New York State and is comprised of one city, sixteen towns, seven villages and many hamlets. The City of Binghamton is the County seat and is located at the confluence of the Susquehanna and Chenango Rivers. The City of Binghamton is part of the “Triple Cities,” which also includes the Villages of Endicott and Johnson City. With two Interstates and a major state route intersecting in the City of Binghamton, the area is the crossroads of the Southern Tier. -
The New York State Flood of July 1935
Please do not destroy or throw away this publication. If you have no further use for it write to the Geological Survey at Washington and ask for a frank to return it UNITED STATES DEPARTMENT OF THE INTERIOR Harold L. Ickes, Secretary GEOLOGICAL SURVEY W. C. Mendenhall, Director Water-Supply Paper 773 E THE NEW YORK STATE FLOOD OF JULY 1935 BY HOLLISTER JOHNSON Prepared in cooperation with the Water Power and Control Commission of the Conservation Department and the Department of Public Works, State of New York Contributions to the hydrology of the United States, 1936 (Pages 233-268) UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON : 1936 For sale by the Superintendent of Documents, Washington, D. C. -------- Price 15 cents CONTENTS Page Introduction......................................................... 233 Acknowledgments...................................................... 234 Rainfall,............................................................ 235 Causes.......................................................... 235 General features................................................ 236 Rainfall records................................................ 237 Flood discharges..................................................... 246 General features................................................ 246 Field work...................................................... 249 Office preparation of field data................................ 250 Assumptions and computations.................................... 251 Flood-discharge records........................................ -
Index of Surface-Water Records
~EOLOGICAL SURVEY CIRCULAR 138 July 1951 INDEX OF SURFACE-WATER RECORDS PART I.-NORTH ATLANTIC SLOPE BASINS TO SEPTEMBER 30, 1950 Prepared by Boston District UNITED STATES DEPARTMENT OF THE INTERIOR Oscar L. Chapman, Secretary GEOLOGICAL SURVEY W. E. Wrather, Director Washington, 'J. C. Free on application to the Geological Survey, Washington 26, D. C. INDEX OF SURFACE-WATER RECORDS PART 1.-NORTH ATLANTIC SLOPE BASINS TO SEPTEMBER 30, 1950 EXPLANATION The index lists the stream-flow and reservoir stations in the North Atlantic Slope Basins for which records have been or are to be published for periods prior to Sept. 30, 1950. The stations are listed in downstream order. Tributary streams are indicated by indention. Station names are given in their most recently published forms. Parentheses around part of a station name indicate that the inclosed word or words were used in an earlier published name of the station or in a name under which records were published by some agency other than the Geological Survey. The drainage areas, in square miles, are the latest figures pu~lished or otherwise available at this time. Drainage areas that were obviously inconsistent with other drainage areas on the same stream have been omitted. Under "period of record" breaks of less than a 12-month period are not shown. A dash not followed immediately by a closing date shows that the station was in operation on September 30, 1950. The years given are calendar years. Periods·of records published by agencies other than the Geological Survey are listed in parentheses only when they contain more detailed information or are for periods not reported in publications of the Geological Survey.