USACE (U.S. Army Corps of Engineers) 2012 "Emergency
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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 -
Technical Guidance List of Attachments
TECHNICAL GUIDANCE FOR LOW FLOW PROTECTION RELATED TO WITHDRAWAL APPROVALS Under Policy No. 2012-01 December 14, 2012 LIST OF ATTACHMENTS Attachment A TNC Flow Recommendations for the Susquehanna River Ecosystem Attachment B Northeast Aquatic Habitat Classification System (NEAHCS) Stream Size Classes Attachment C1 Aquatic Resource Classes in the Susquehanna River Basin Attachment C2 Aquatic Resource Classes in the Chemung Subbasin Attachment C3 Aquatic Resource Classes in the Upper Susquehanna Subbasin Attachment C4 Aquatic Resource Classes in the West Branch Susquehanna Subbasin Attachment C5 Aquatic Resource Classes in the Middle Susquehanna Subbasin Attachment C6 Aquatic Resource Classes in the Juniata Subbasin Attachment C7 Aquatic Resource Classes in the Lower Susquehanna Subbasin Attachment D United States Geological Survey (USGS) Reference Stream Gaging Stations Attachment E Monthly Percent Exceedance (Px) Flow Values for USGS Reference Stream Gaging Stations (computed using entire period of record through March 2012) A water management agency serving the Susquehanna River watershed Attachment A. TNC Flow Recommendations for the Susquehanna River Ecosystem Attachment B. Northeast Aquatic Habitat Classification System (NEAHCS) Stream Size Classes Attachment C1. Aquatic Resource Classes in the Susquehanna River Basin Attachment C2. Aquatic Resource Classes in the Chemung Subbasin Attachment C3. Aquatic Resource Classes in the Upper Susquehanna Subbasin Attachment C4. Aquatic Resource Classes in the West Branch Susquehanna Subbasin Attachment C5. Aquatic Resource Classes in the Middle Susquehanna Subbasin Attachment C6. Aquatic Resource Classes in the Juniata Subbasin Attachment C7. Aquatic Resource Classes in the Lower Susquehanna Subbasin Attachment D. United States Geological Survey (USGS) Reference Stream Gaging Stations GAGING STATION USGS GAGING STATION NAME STATE HUC LONGITUDE LATITUDE No. -
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 -
Calendar No. 478
Calendar No. 478 111TH CONGRESS REPORT " ! 2d Session SENATE 111–228 ENERGY AND WATER DEVELOPMENT APPROPRIATIONS BILL, 2011 JULY 22, 2010.—Ordered to be printed Mr. DORGAN, from the Committee on Appropriations, submitted the following REPORT [To accompany S. 3635] The Committee on Appropriations reports the bill (S. 3635) mak- ing appropriations for energy and water development and related agencies for the fiscal year ending September 30, 2011, and for other purposes, favorably thereon and recommends that the bill do pass. Amount in new budget (obligational) authority, fiscal year 2011 Total of bill as reported to the Senate .................... $35,073,700,000 Amount of 2010 appropriations ............................... 33,978,000,000 Amount of 2011 budget estimate ............................ 35,878,274,000 Bill as recommended to Senate compared to— 2010 appropriations .......................................... ∂1,095,700,000 2011 budget estimate ........................................ ¥804,574,000 57–547 PDF CONTENTS Page Purpose ..................................................................................................................... 4 Summary of Estimates and Recommendations ..................................................... 4 Title I: Department of Defense—Civil: Department of the Army: Corps of Engineers—Civil: General Investigations ....................................................................... 14 Construction, General ........................................................................ 29 Flood Control, -
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 -
Susquhanna River Fishing Brochure
Fishing the Susquehanna River The Susquehanna Trophy-sized muskellunge (stocked by Pennsylvania) and hybrid tiger muskellunge The Susquehanna River flows through (stocked by New York until 2007) are Chenango, Broome, and Tioga counties for commonly caught in the river between nearly 86 miles, through both rural and urban Binghamton and Waverly. Local hot spots environments. Anglers can find a variety of fish include the Chenango River mouth, Murphy’s throughout the river. Island, Grippen Park, Hiawatha Island, the The Susquehanna River once supported large Smallmouth bass and walleye are the two Owego Creek mouth, and Baileys Eddy (near numbers of migratory fish, like the American gamefish most often pursued by anglers in Barton) shad. These stocks have been severely impacted Fishing the the Susquehanna River, but the river also Many anglers find that the most enjoyable by human activities, especially dam building. Susquehanna River supports thriving populations of northern pike, and productive way to fish the Susquehanna is The Susquehanna River Anadromous Fish Res- muskellunge, tiger muskellunge, channel catfish, by floating in a canoe or small boat. Using this rock bass, crappie, yellow perch, bullheads, and method, anglers drift cautiously towards their toration Cooperative (SRFARC) is an organiza- sunfish. preferred fishing spot, while casting ahead tion comprised of fishery agencies from three of the boat using the lures or bait mentioned basin states, the Susquehanna River Commission Tips and Hot Spots above. In many of the deep pool areas of the (SRBC), and the federal government working Susquehanna, trolling with deep running lures together to restore self-sustaining anadromous Fishing at the head or tail ends of pools is the is also effective. -
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 -
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. -
Download Proposed Regulation
REVISED 12/16 INDEØTg%ORV Regulatory Analysis Form (Completed by PromulgatingAgency) Wfl[: >ic (All Comments submitted on this regulation will appear on IRRC’s website) Mt. — 4 (1) Agency I Environmental Protection Thdepenqp Rf&uIt -Ui, Review r,.qu; (2) Agency Number: 7 Identification Number: 548 IRRC Number: (3) PA Code Cite: 25 Pa. Code Chapter 93 (4) Short Title: Water Quality Standards — Class A Stream Redesignations (5) Agency Contacts (List Telephone Number and Email Address): Primary Contact: Laura Edinger; 717.783.8727; ledingerpa.gov Secondary Contact: Jessica Shirley; 717.783.8727; jesshirleypa.gov (6) Type of Rulemaking (check applicable box): Proposed Regulation El Emergency Certification Regulation El Final Regulation El Certification by the Governor El Final Omitted Regulation El Certification by the Attorney General (7) Briefly explain the regulation in clear and nontechnical language. (100 words or less) The amendments to Chapter 93 reflect the list of recommended redesignations of streams as embedded in the attached Water Quality Standards Review Stream Redesignation Evaluation Report. The proposed regulation will update and revise stream use designations in 25 Pa. Code § 93.9d, 93.9f, 93.9j, 93.9k, 93.91, 93.9m, 93.9p, 93.9q, 93.9r, and 93.9t. These changes will not impose any new operating requirements on existing wastewater discharges or other existing activities regulated by the Department under existing permits or approvals. If a new, increased or additional discharge is proposed by a permit applicant, more stringent treatment requirements and enhanced best management practices (BMPs) may be necessary to maintain and protect the existing quality of those waters. -
Brook Trout Outcome Management Strategy
Brook Trout Outcome Management Strategy Introduction Brook Trout symbolize healthy waters because they rely on clean, cold stream habitat and are sensitive to rising stream temperatures, thereby serving as an aquatic version of a “canary in a coal mine”. Brook Trout are also highly prized by recreational anglers and have been designated as the state fish in many eastern states. They are an essential part of the headwater stream ecosystem, an important part of the upper watershed’s natural heritage and a valuable recreational resource. Land trusts in West Virginia, New York and Virginia have found that the possibility of restoring Brook Trout to local streams can act as a motivator for private landowners to take conservation actions, whether it is installing a fence that will exclude livestock from a waterway or putting their land under a conservation easement. The decline of Brook Trout serves as a warning about the health of local waterways and the lands draining to them. More than a century of declining Brook Trout populations has led to lost economic revenue and recreational fishing opportunities in the Bay’s headwaters. Chesapeake Bay Management Strategy: Brook Trout March 16, 2015 - DRAFT I. Goal, Outcome and Baseline This management strategy identifies approaches for achieving the following goal and outcome: Vital Habitats Goal: Restore, enhance and protect a network of land and water habitats to support fish and wildlife, and to afford other public benefits, including water quality, recreational uses and scenic value across the watershed. Brook Trout Outcome: Restore and sustain naturally reproducing Brook Trout populations in Chesapeake Bay headwater streams, with an eight percent increase in occupied habitat by 2025.