Flood of Record by Location

Total Page:16

File Type:pdf, Size:1020Kb

Flood of Record by Location Flood of Record by Location Appomattox Site Stream Date Crest Flow Category Code State Tropical Event Name Farmville Appomattox River 6/22/1972 29.7 33100 Major none VA Agnes (1972) Matoaca Appomattox River 10/7/1972 18.39 40800 Major F2 VA none Mattoax Appomattox River 8/18/1940 35.3 35000 Major none WV Southeast Hurricane (1940) Brandywine Site Stream Date Crest Flow Category Code State Tropical Event Name Chadds Ford Brandywine Creek 9/17/1999 17.15 26900 Major F2 PA Floyd (1999) Wilmington Brandywine Creek 5/1/2014 20.43 22800 Major none DE none Chemung Site Stream Date Crest Flow Category Code State Tropical Event Name Campbell Cohocton River 7/8/1935 11.6 41100 Major C1 F2 NY none Chemung Chemung River 6/23/1972 31.62 189000 Major F3 NY Agnes (1972) Corning Chemung River 6/23/1972 40.71 228000 Major C1 F1 F3 NY Agnes (1972) Elmira Chemung River 6/23/1972 25.2 235000 Major C1 C4 C7 NY Agnes (1972) Lawrenceville Cowanesque River 9/26/1975 18.13 43700 Major C1 PA Eloise (1975) Lindley Tioga River 6/23/1972 26.27 128000 Major C1 F3 NY Agnes (1972) Mansfield Tioga River 9/25/1975 20.13 18000 Major C1 C8 F1 PA Eloise (1975) Tioga Junction Tioga River 9/25/1975 22.12 48000 Major C1 C3 C8 F1 PA Eloise (1975) West Cameron Canisteo River 6/23/1972 23.48 43000 Major F2 F3 NY Agnes (1972) Delaware Site Stream Date Crest Flow Category Code State Tropical Event Name Bridgeville Neversink River 4/3/2005 21.25 25900 Major C3 F2 NY none Wednesday, September 28, 2016 Data shown represents all MARFC Historical Floods. Page 1 of 8 Cooks Falls Beaver Kill 6/28/2006 20.55 62400 Major none NY none Fishs Eddy Delaware River 10/9/1903 23.6 70000 Major C1 F1 G1 NY none Godeffroy Neversink River 8/19/1955 12.49 33000 Major C1 F2 NY Diane (1955) Harvard East Branch Delaware River 9/22/1938 16.93 31400 Major C1 G1 NY Long Island Express Hurricane (1938) Hawley Lackawaxen River 8/19/1955 24.8 51900 Major none PA Diane (1955) Minisink Hills Brodhead Creek 8/19/1955 27.7 68800 Major C1 C4 C7 PA Diane (1955) Pemberton North Branch Rancocas Creek 8/29/2011 4.91 2400 Major none NJ Irene (2011) Shoemakers Bush Kill 8/19/1955 13.95 23400 Major C1 PA Diane (1955) Trenton Assunpink Creek 8/28/2011 15.12 5820 Major F5 NJ Irene (2011) Walton West Branch Delaware River 6/28/2006 16.85 28600 Major C1 NY none James Site Stream Date Crest Flow Category Code State Tropical Event Name Bent Creek James River 11/5/1985 30.76 226000 Major F2 VA Juan (1985) Bremo Bluff James River 6/22/1972 44.8 -9999 Major G2 VA Agnes (1972) Buchanan James River 11/5/1985 38.84 179000 Major F2 VA Juan (1985) Buena Vista Maury River 8/20/1969 31.23 105000 Major none VA Camille (1969) Cartersville James River 6/22/1972 37.87 362000 Major none VA Agnes (1972) Covington Jackson River below Dunlap Creek 3/28/1913 25.47 -9999 Major C1 C4 VA none Holcomb Rock James River 11/5/1985 42.15 207000 Major F2 VA Juan (1985) Lick Run James River 11/24/1877 33 120000 Major C1 C8 F1 VA none Palmyra Rivanna River 8/20/1969 39.85 86000 Major none VA Camille (1969) Richmond James River 6/23/1972 28.62 313000 Major C2 VA Agnes (1972) Scottsville James River 6/22/1972 34.02 301000 Major none VA Agnes (1972) Juniata Site Stream Date Crest Flow Category Code State Tropical Event Name Huntingdon Juniata River 6/1/1889 22.5 -9999 Major C1 PA none Lewistown Juniata River 6/1/1889 43.3 -9999 Major C1 PA none Mapleton Depot Juniata River 3/18/1936 38.2 165000 Major C1 PA none Wednesday, September 28, 2016 Data shown represents all MARFC Historical Floods. Page 2 of 8 Newport Juniata River 6/1/1889 35.9 209000 Major C1 PA none Saxton Raystown Branch Juniata River 3/18/1936 24.54 80500 Major none PA none Shirleysburg Aughwick Creek 1/19/1996 19.46 44400 Moderate none PA none Spruce Creek Little Juniata River 3/18/1936 19.1 39800 Major C1 PA none Williamsburg Frankstown Branch Juniata River 9/18/2004 19.46 18000 Major none PA Ivan (2004) Lehigh Site Stream Date Crest Flow Category Code State Tropical Event Name Allentown Jordan Creek 6/23/1972 11.61 16200 Moderate none PA Agnes (1972) Bethlehem Lehigh River 5/23/1942 25.9 92000 Major C1 PA none Lehighton Lehigh River 2/28/1902 20.8 -9999 Major C1 C4 PA none Walnutport Lehigh River 5/23/1942 20.6 -9999 Major C1 PA none Main Stem Delaware Site Stream Date Crest Flow Category Code State Tropical Event Name Barryville Delaware River 6/28/2006 28.97 151000 Major F2 NY none Belvidere Delaware River 8/19/1955 30.21 273000 Major F2 NJ Diane (1955) Callicoon Delaware River 6/28/2006 20.38 144000 Major F2 NY none Delaware Water Gap Delaware River 8/19/1955 37.4 260000 Major C1 F2 NJ Diane (1955) Easton (Phillipsburg, NJ) Delaware River 8/19/1955 44.4 -9999 Major C1 PA Diane (1955) Frenchtown Delaware River 8/20/1955 27.79 -9999 Major C1 NJ Diane (1955) Hale Eddy West Branch Delaware River 10/10/1903 20.3 46000 Major C1 C3 F1 NY none Montague Delaware River 8/19/1955 35.15 250000 Major F2 NJ Diane (1955) New Hope (Lambertville, NJ) Delaware River 8/20/1955 24.16 -9999 Major C1 PA Diane (1955) Port Jervis Delaware River 2/12/1981 26.6 42100 Moderate C7 F1 F2 F3 PA none Riegelsville Delaware River 8/19/1955 38.85 340000 Major F2 PA Diane (1955) Stockton Delaware River 8/20/1955 30.44 -9999 Major C1 NJ Diane (1955) Trenton Delaware River 3/8/1904 30.3 -9999 Major C1 C4 NJ none Washington Crossing Delaware River 8/20/1955 27.77 -9999 Major C1 NJ Diane (1955) Wednesday, September 28, 2016 Data shown represents all MARFC Historical Floods. Page 3 of 8 Main Stem Susquehanna Site Stream Date Crest Flow Category Code State Tropical Event Name Bloomsburg Susquehanna River 9/9/2011 32.75 -9999 Major none PA Lee (2011) Camp Hill Yellow Breeches Creek 9/26/1975 18.77 19300 Major none PA Eloise (1975) Conowingo Susquehanna River 6/24/1972 36.83 1130000 Major F2 MD Agnes (1972) Danville Susquehanna River 6/25/1972 32.16 363000 Major none PA Agnes (1972) Harper Tavern Swatara Creek 6/1/1889 25.6 88000 Major C1 F1 PA none Harrisburg Susquehanna River 6/24/1972 33.27 1020000 Major none PA Agnes (1972) Hershey Swatara Creek 9/8/2011 27.22 96900 Major none PA Lee (2011) Hogestown Conodoguinet Creek 6/23/1972 17.01 33700 Major none PA Agnes (1972) Lancaster Conestoga River 6/23/1972 27.9 50300 Major none PA Agnes (1972) Marietta Susquehanna River 6/23/1972 64.54 1080000 Major F2 PA Agnes (1972) Meshoppen Susquehanna River 9/8/2011 44.48 293000 Major F2 PA Lee (2011) Middletown Swatara Creek 1/14/2014 11.42 -9999 Minor F3 PA none Middletown (Old Site) Swatara Creek 6/23/1972 28.45 -9999 Major G2 PA Agnes (1972) Monroeton Towanda Creek 9/8/2011 20.97 64200 Major none PA Lee (2011) Old Forge Lackawaxen River 8/19/1955 20.05 31000 Major C1 PA Diane (1955) Penns Creek Penns Creek 6/23/1972 14.85 34600 Major none PA Agnes (1972) Shermans Dale Sherman Creek 7/22/1927 20.34 44000 Major C1 PA none Sunbury Susquehanna River 6/24/1972 35.8 620000 Major F2 PA Agnes (1972) Towanda Susquehanna River 6/24/1972 33.43 320000 Major none PA Agnes (1972) Tunkhannock Tunkhannock Creek 6/28/2006 20.9 39500 Major none PA none Wilkes-Barre Susquehanna River 9/9/2011 42.66 310000 Major F2 PA Lee (2011) Neshaminy Site Stream Date Crest Flow Category Code State Tropical Event Name Langhorne Neshaminy Creek 8/19/1955 22.84 49300 Major none PA Diane (1955) Wednesday, September 28, 2016 Data shown represents all MARFC Historical Floods. Page 4 of 8 North Branch Potomac Site Stream Date Crest Flow Category Code State Tropical Event Name Cumberland Wills Creek 1/19/1996 23.11 45900 Major none MD none Cumberland North Branch Potomac River 6/1/1889 29.2 89000 Major C1 F1 MD none Kitzmiller Potomac River 10/15/1954 16.5 33400 Major G1 G3 MD Hazel (1954) Luke North Branch Potomac River 10/15/1954 17.15 39400 Major C1 F2 WV Hazel (1954) North Branch Susquehanna Site Stream Date Crest Flow Category Code State Tropical Event Name Bainbridge North Branch Susquehanna River 6/29/2006 27.05 58700 Major C1 NY none Binghamton North Branch Susquehanna River 9/8/2011 25.73 -9999 Major none NY Lee (2011) Chenango Forks Chenango River 7/8/1935 20.3 96000 Major C2 G1 NY none Cincinnatus Otselic River 7/8/1935 12.5 9200 Major C1 C4 F1 NY none Conklin North Branch Susquehanna River 6/28/2006 25.02 76800 Major none NY none Cortland Tioughnioga River 4/3/2005 14.07 14200 Major none NY none Greene Chenango River 7/8/1935 22 -9999 Major C1 C4 NY none Owego North Branch Susquehanna River 9/8/2011 39.62 159000 Major none NY Lee (2011) Rockdale Unadilla River 9/8/2011 14.22 21100 Major none NY Lee (2011) Sherburne Chenango River 2/17/1954 13.72 2190 Major C1 C6 G1 NY none Unadilla North Branch Susquehanna River 6/29/2006 17.72 35100 Major F2 NY none Vestal North Branch Susquehanna River 9/8/2011 35.26 129000 Major none NY Lee (2011) Waverly North Branch Susquehanna River 9/8/2011 26.67 167000 Major none NY Lee (2011) Windsor North Branch Susquehanna River 6/29/2006 24.27 55900 Major C1 NY none Passaic Site Stream Date Crest Flow Category Code State Tropical Event Name Boonton above Reservoir (O Rockaway River 8/28/2011 9.31 8210 Major C1 NJ Irene (2011) Boonton below Reservoir Rockaway River 8/28/2011 9.73 7390 Major F2 NJ Irene (2011) Wednesday, September 28, 2016 Data shown represents all MARFC Historical Floods.
Recommended publications
  • Flood Event of 5/27/1946 - 5/29/1946
    Flood Event of 5/27/1946 - 5/29/1946 Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Chemung 16.00 5/28/1946 23.97 132,000 Moderate Chemung Chemung River Chemung Chemung Corning 29.00 5/28/1946 37.74 -9,999 Major Chemung Chemung River Steuben Steuben Elmira 12.00 5/28/1946 21.20 -9,999 Major Chemung Chemung River Chemung Chemung Lindley 17.00 5/28/1946 22.87 75,000 Major Chemung Tioga River Steuben Steuben West Cameron 17.00 5/28/1946 18.09 17,600 Moderate Chemung Canisteo River Steuben Steuben Juniata Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Spruce Creek 8.00 5/27/1946 9.02 5,230 Minor Juniata Little Juniata River Huntingdon Huntingdon Main Stem Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Bloomsburg 19.00 5/29/1946 25.20 234,000 Moderate Upper Main Stem Susquehanna River Columbia Columbia Susquehanna Danville 20.00 5/29/1946 25.98 234,000 Moderate Upper Main Stem Susquehanna River Montour Montour Susquehanna Harper Tavern 9.00 5/28/1946 9.47 7,620 Minor Swatara Swatara Creek Lebanon Lebanon Harrisburg 17.00 5/29/1946 21.80 494,000 Moderate Lower Main Stem Susquehanna River Dauphin Dauphin Susquehanna Hogestown 8.00 5/28/1946 9.43 8,910 Minor Conodoguinet Conodoguinet Creek Cumberland Cumberland Created On: 8/16/2016 Page 1 of 4 Marietta 49.00 5/29/1946 54.90 492,000 Major Lower Main Stem Susquehanna River Lancaster Lancaster Susquehanna Penns Creek 8.00 5/27/1946 9.79
    [Show full text]
  • 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...-----......--....-...-....--..-..---.-
    [Show full text]
  • 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........................................
    [Show full text]
  • Planning Commission 433 River St., Ste
    Wm. Patrick Madden Steven Strichman Mayor Commissioner of Planning Monica Kurzejeski Phone: (518) 279-7166 Deputy Mayor [email protected] Planning Commission 433 River St., Ste. 5001 Troy, New York 12180 Meeting Minutes January 28th, 2021 @ 6:00 pm The Planning Commission of the City of Troy, New York conducted a public hearing on Thursday, 28 January, 2021 at 6:00pm via Zoom Conferencing, in order to hear and decide on proposals for development as follows: 6:00pm – Meeting called to order Commissioners in Attendance Deirdre “Dede” Rudolph (DR), Anthony Mohen (AM), Sara Wengert (SW) Commissioners Absent Suzanne Spellen (SS), Barbara Higbee (BH) Also in Attendance Andy Brick (Planning and Zoning Attorney), Aaron Vera (Executive Secretary) Consent PLPC 2021 0001 – St. Peter’s Parish at 5th and Hutton (101.30-8-32 & 101.30-8-33) Change of Use (SEQR Type II) (101 .30-8-32) Renovate an existing 6-unit residential building (rectory) into an 8-unit apartment building. Existing footprint to remain. (101 .30-8-33) Renovate an existing 3-unit apartment building. Existing footprint to remain. • Applicant Presentation. • BH in attendance. • Request for public comment. No comment. • SS in attendance. • AM motion to approve, SW seconded. Absent Yes No Abstain Recused Deirdre Rudolph X Sara Wengert X Suzanne Spellen X Barbara Higbee X Anthony Mohen X Motion to approve passed, 5-0. Page 1 of 4 City of Troy Meeting Minutes Planning Commission 28 January, 2021 Old Business PLPC 2020 0046 – 770 Pawling Ave. (112.84-4-2) Site Plan Review (Type II SEQR) J & J Apartments, LLC is proposing to occupy an existing commercial space with three (3) residential units.
    [Show full text]
  • Canisteo Flood Damage Reduction Project
    CANISTEO FLOOD DAMAGE REDUCTION PROJECT Department of Environmental Conservation Operated and Maintained by: New York State Region 8 Counties: Chemung, Genesee, Livingston, Monroe, Ontario, Orleans, Schuyler, Seneca, Steuben, Wayne, Yates PROJECT LOCATION The Village of Canisteo, Steuben County, New York, is located along the south side of the Canisteo River, a tributary of the Susquehanna River which is 40 miles upstream from the City of Corning. Page 1 of 6 Canisteo Flood Damage Reduction Project PROJECT DESCRIPTION The local flood-protection works for Canisteo consist of a system of earth levees with appurtenant drainage structures plus three check dams. • The levees include a run of about 8,000 feet on the right bank of the Canisteo River, beginning at high ground about 1,600 feet southwest of New York State Route No. 36 on the northwest side of the Village. The levee crosses Route 36 and continues for about 100 feet where it turns in a southeasterly direction and extends parallel to the Canisteo River, for about 5,400 feet where it turns southwesterly and extends about 1,000 feet to its termination at Route 36 on the southeast side of the Village. • Also included are about 7,400 feet of levee on the left banks of Purdy and Bennett Creeks, beginning at the Route 36 bridge over Bennett Creek and extending upstream along the left bank of Bennett Creek to Purdy Creek, and then continuing upstream along the left bank of Purdy Creek crossing Greenwood Street (State Route 248), to terminate at high ground about 900 feet upstream of Greenwood Street.
    [Show full text]
  • Flood Event of 6/21/1972 - 6/27/1972
    Flood Event of 6/21/1972 - 6/27/1972 Appomattox Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Farmville 16.00 6/22/1972 29.70 33,100 Major Appomattox Appomattox River Cumberland Prince Edward Matoaca 10.00 6/27/1972 14.60 22,800 Moderate Appomattox Appomattox River Chesterfield Chesterfield Mattoax 21.00 6/25/1972 34.08 31,100 Major Appomattox Appomattox River Amelia Amelia Brandywine Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Chadds Ford 9.00 6/22/1972 16.56 23,800 Major Christina Brandywine Creek Delaware Delaware Wilmington 11.00 6/23/1972 15.49 29,000 Major Christina Brandywine Creek New Castle New Castle Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Campbell 8.00 6/21/1972 10.86 27,400 Moderate Chemung Cohocton River Steuben Steuben Campbell 8.00 6/23/1972 11.16 32,000 Major Chemung Cohocton River Steuben Steuben Chemung 16.00 6/23/1972 31.62 189,000 Major Chemung Chemung River Chemung Chemung Corning 29.00 6/23/1972 40.71 228,000 Major Chemung Chemung River Steuben Steuben Elmira 12.00 6/23/1972 25.20 235,000 Major Chemung Chemung River Chemung Chemung Lawrenceville 13.00 6/23/1972 17.26 40,500 Major Chemung Cowanesque River Tioga Tioga Created On: 8/16/2016 Page 1 of 10 Lindley 17.00 6/23/1972 26.27 128,000 Major Chemung Tioga River Steuben Steuben Mansfield 12.00 6/22/1972 17.98 24,200 Major Chemung Tioga River Tioga Tioga West Cameron 17.00 6/23/1972 23.48 43,000 Major Chemung
    [Show full text]
  • Flood Inundation Maps for Elmira, Corning, Chemung, and Erwin, New York
    Flood Inundation Maps for Elmira, Corning, Chemung, and Erwin, New York November 2019 Prepared by NY Silver Jackets Partnership Chemung River Flood Inundation Mapping TABLE OF CONTENTS 1 INTRODUCTION .............................................................................................................................. 1 1.1 BACKGROUND ................................................................................................................... 1 1.2 STUDY AREA ...................................................................................................................... 2 1.3 LEVERAGED DATA ............................................................................................................ 4 2 INUNDATION MAPPING ................................................................................................................. 5 2.1 MODIFICATION TO HEC-RAS FLOW FILE ........................................................................ 5 2.2 INUNDATION MAPPING DEVELOPMENT ......................................................................... 6 2.3 FINAL MAPPING AREAS .................................................................................................... 7 3 INUNDATION MAPPING LIMITATIONS .......................................................................................... 9 3.1 UNCERTAINTY ................................................................................................................... 9 LIST OF FIGURES Figure 1.1. Chemung River Study Area Figure 2.1. Frequency Curve Correlation
    [Show full text]
  • Ecosystem Flow Recommendations for the Susquehanna River Basin (PDF)
    Ecosystem Flow Recommendations for the Susquehanna River Basin Report to the Susquehanna River Basin Commission and U.S. Army Corps of Engineers © Mike Heiner Submitted by The Nature Conservancy November 2010 Ecosystem Flow Recommendations for the Susquehanna River Basin November 2010 Report prepared by The Nature Conservancy Michele DePhilip Tara Moberg The Nature Conservancy 2101 N. Front St Building #1, Suite 200 Harrisburg, PA 17110 Phone: (717) 232‐6001 E‐mail: Michele DePhilip, [email protected] i Acknowledgments This project was funded by the Susquehanna River Basin Commission (SRBC) and U.S. Army Corps of Engineers, Baltimore District (Corps). We thank Andrew Dehoff (SRBC) and Steve Garbarino (Corps), who served as project managers from their respective agencies. We also thank Dave Ladd (SRBC) and Mike Brownell (formerly of SRBC) for helping to initiate this project, and John Balay (SRBC) for his technical assistance in gathering water use information and developing water use scenarios. We thank all who contributed information through workshops, meetings, and other media. We especially thank Tom Denslinger, Dave Jostenski, Hoss Liaghat, Tony Shaw, Rick Shertzer and Sue Weaver (Pennsylvania Department of Environmental Protection); Doug Fischer, Mark Hartle and Mike Hendricks (Pennsylvania Fish and Boat Commission); Jeff Chaplin, Marla Stuckey, and Curtis Schreffler (U.S. Geological Survey Pennsylvania Water Science Center); Stacey Archfield (USGS Massachusetts‐ Rhode Island Water Science Center); Than Hitt, Rita Villella and Tanner
    [Show full text]
  • Addison Flood Damage Reduction Project
    ADDISON FLOOD DAMAGE REDUCTION PROJECT Department of Environmental Conservation Operated and Maintained by: New York State Region 8 Counties: Chemung, Genesee, Livingston, Monroe, Ontario, Orleans, Schuyler, Seneca, Steuben, Wayne, Yates PROJECT LOCATION The project is located in the town of Addison, Steuben County, New York, on the Canisteo River at its confluence with Tuscarora Creek. Page 1 of 6 Addison Flood Damage Reduction Project PROJECT DESCRIPTION The local flood-protection works consists of the following features: • 3,100 feet of earth levee and approximately 730 feet of concrete floodwall on the right bank of the Canisteo River. • 2,200 feet of earth levee on the left bank of Tuscarora Creek. • 4,600 feet of earth levee on the right bank of Tuscarora Creek. • And appurtenant drainage structures. In general, the crown width of the levees is 8 feet and side slopes are 1 foot vertical to 2.5 feet horizontal. The average height of the levee along the Canisteo River is 11 feet, the average height of the levee along the right bank of Tuscarora Creek is 10 feet, and the average height along the left bank is 9 feet. A minimum freeboard of three feet above the design flow line has been provided. The levees are constructed of impervious material; and because of the short duration of flood stage, steady seepage is not expected to take place. A portion of the levee on the river side along the right bank of Canisteo River is protected by riprap to a depth of 2 feet; the remainder of the levee is surfaced with topsoil and seeded.
    [Show full text]
  • 2021 CBPO Grant Guidance Attachment 18__Dec2020
    Attachment 18 (Page 1 of 16) Most Effective Basins Funding Allocations Rationale December 2020 In the U.S. Environmental Protection Agency’s (EPA) Fiscal Year (FY) 2020 Appropriations Conference Report, an increase to the Chesapeake Bay Program (CBP) Budget was provided in the amount of $6 million for “state-based implementation in the most effective basins.” This document describes the methodology EPA followed to establish the most effective use of these funds and the best locations for these practices to be implemented to make the greatest progress toward achieving water quality standards in the Chesapeake Bay. The most effective basins (MEBs) to reduce the effects of excess nutrient loading to the Bay were determined considering two factors: cost effectiveness and load effectiveness. Cost effectiveness was considered as a factor to assure these additional funds result in state-based implementation of practices that achieve the greatest benefit to water quality overall. It was evaluated by looking at what the jurisdictions have reported in their Phase III Watershed Implementation Plans (WIPs) as the focus of their upcoming efforts, and by looking at the average cost per pound of reduction for BMP implementation by sector. Past analyses of cost per pound of reduction have shown that reducing nitrogen is less costly by far than reducing phosphorus1. Based on that fact, EPA determined that the focus of this evaluation would be to target nitrogen reductions in the watershed. Evaluating the load reduction targets in all the jurisdictions’ Phase III WIPs shows that the agricultural sector is targeted for 86 percent of the overall reductions identified to meet the 2025 targets collectively set by the jurisdictions.
    [Show full text]
  • Water Quality Database Design and Data Dictionary
    Water Quality Database Database Design and Data Dictionary Prepared For: U.S. Environmental Protection Agency, Region III Chesapeake Bay Program Office January 2004 BACKGROUND...........................................................................................................................................4 INTRODUCTION ......................................................................................................................................6 WATER QUALITY DATA.............................................................................................................................6 THE RELATIONAL CONCEPT ..................................................................................................................6 THE RELATIONAL DATABASE STRUCTURE ...................................................................................7 WATER QUALITY DATABASE STRUCTURE..........................................................8 PRIMARY TABLES ..........................................................................................................................................8 WQ_CRUISES ..................................................................................................................................................8 WQ_EVENT.......................................................................................................................................................8 WQ_DATA..........................................................................................................................................................9
    [Show full text]
  • Cumulative Water Use Availability Study
    ______________________________________________________________________________ Cumulative Water Use and Availability Study for the Susquehanna River Basin Publication No. 303 August 2016 ______________________________________________________________________________ John W. Balay, P.H. Manager, Planning & Operations Zhenxing Zhang, Ph.D., P.E., P.H. Contractor, Water Resources Engineer Jeffrey L. Zimmerman, Jr. GIS Analyst Pierre O. MaCoy, P.G. Hydrogeologist Charles G. Frank Web Application Developer Graham D. Markowitz Hydrologist Can Liu Hydrologist James M. Tierney, New York Commissioner Kenneth P. Lynch, New York Alternate Peter Freehafer, New York Alternate Patrick McDonnell, Pennsylvania Commissioner Kelly Jean Heffner, Pennsylvania Alternate Laura Mohr, Pennsylvania Alternate Ben Grumbles, Maryland Commissioner Saeid Kasraei, Maryland Alternate Virginia Kearney, Maryland Alternate Brig. General William H. Graham, U.S. Commissioner Colonel Edward P. Chamberlayne, U.S. Alternate David J. Leach, U.S. Alternate Amy M. Guise, U.S. Alternate Andrew D. Dehoff, P.E., Executive Director The Susquehanna River Basin Commission (Commission) was created as an independent agency by a federal-interstate compact* among the states of Maryland and New York, the Commonwealth of Pennsylvania, and the federal government. In creating the Commission, the Congress and state legislatures formally recognized the water resources of the Susquehanna River Basin as a regional asset vested with local, state, and national interests for which all the parties share responsibility. As the single federal-interstate water resources agency with basin-wide authority, the Commission's goal is to coordinate the planning, conservation, management, utilization, development, and control of basin water resources among the public and private sectors. *Statutory Citations: Federal - Pub. L. 91-575, 84 Stat. 1509 (1970); MD. CODE ANN., ENVIR.
    [Show full text]