Industrial Water Systems in the Headwaters: a Preliminary Surface Survey
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Mohawk River Watershed – HUC-12
ID Number Name of Mohawk Watershed 1 Switz Kill 2 Flat Creek 3 Headwaters West Creek 4 Kayaderosseras Creek 5 Little Schoharie Creek 6 Headwaters Mohawk River 7 Headwaters Cayadutta Creek 8 Lansing Kill 9 North Creek 10 Little West Kill 11 Irish Creek 12 Auries Creek 13 Panther Creek 14 Hinckley Reservoir 15 Nowadaga Creek 16 Wheelers Creek 17 Middle Canajoharie Creek 18 Honnedaga 19 Roberts Creek 20 Headwaters Otsquago Creek 21 Mill Creek 22 Lewis Creek 23 Upper East Canada Creek 24 Shakers Creek 25 King Creek 26 Crane Creek 27 South Chuctanunda Creek 28 Middle Sprite Creek 29 Crum Creek 30 Upper Canajoharie Creek 31 Manor Kill 32 Vly Brook 33 West Kill 34 Headwaters Batavia Kill 35 Headwaters Flat Creek 36 Sterling Creek 37 Lower Ninemile Creek 38 Moyer Creek 39 Sixmile Creek 40 Cincinnati Creek 41 Reall Creek 42 Fourmile Brook 43 Poentic Kill 44 Wilsey Creek 45 Lower East Canada Creek 46 Middle Ninemile Creek 47 Gooseberry Creek 48 Mother Creek 49 Mud Creek 50 North Chuctanunda Creek 51 Wharton Hollow Creek 52 Wells Creek 53 Sandsea Kill 54 Middle East Canada Creek 55 Beaver Brook 56 Ferguson Creek 57 West Creek 58 Fort Plain 59 Ox Kill 60 Huntersfield Creek 61 Platter Kill 62 Headwaters Oriskany Creek 63 West Kill 64 Headwaters South Branch West Canada Creek 65 Fly Creek 66 Headwaters Alplaus Kill 67 Punch Kill 68 Schenevus Creek 69 Deans Creek 70 Evas Kill 71 Cripplebush Creek 72 Zimmerman Creek 73 Big Brook 74 North Creek 75 Upper Ninemile Creek 76 Yatesville Creek 77 Concklin Brook 78 Peck Lake-Caroga Creek 79 Metcalf Brook 80 Indian -
Nyrcr Oneida County Recovery
Page i NY Rising Community Reconstruction Oneida County Committee Name Committee Role Representation/Affiliation Roger Cleveland Co-Chair Retired, Town of New Hartford Cary Flack Co-Chair Retired, Oneida County Planning Department Dave Babowicz (Dennis Committee Oneida County Department of Public Works Davis) Member Nelson Blau Committee Marshall/Oriskany Basin Member Kristin Campbell (John Committee Oneida County Department of Planning Kent) Member Dave Corr Committee Oneida County Sportsmen Club Member Debbie Day Committee City of Utica Member Jim Dowd Committee Town of Augusta Member Chuck Gibbs Committee Town of Whitestown Member Kevin Lewis Committee Oneida County Soil and Water Conservation Member District Gerald Pederson (Kevin Committee Oneida County Emergency Services Revere) Member Jon Scott Committee Town of Kirkland Member Page i Rick Sherman Committee Town of New Hartford Member Matt Wolf Committee Trout Unlimited Member Travis Wright Committee Town of Augusta Member This document was developed by the NYRCR Oneida County Planning Committee as part of the NY Rising Community Reconstruction (NYRCR) Program and is supported by NYS Department of State. The document was prepared by the following consulting firms: Page ii Foreword The NY Rising Community Reconstruction (NYRCR) program was established by Governor Andrew Cuomo to provide additional rebuilding and revitalization assistance to communities severely impacted by Superstorm Sandy, Hurricane Irene, Tropical Storm Lee, and the severe summer storms of 2013. With assistance from the State, communities have been empowered to create and implement local strategies for rebuilding and strengthening their communities against future extreme weather events. By July 2014, plans will be completed in the five upstate counties impacted by severe flooding in 2013: Niagara, Madison, Herkimer, Oneida, and Montgomery counties. -
NYS Disaster Preparedness Commission
New York State Disaster Preparedness Commission 2013 Annual Report Prepared by the NYS Division of Homeland Security & Emergency Services Office of Emergency Management March 31, 2014 Andrew M. Cuomo Governor Jerome M. Hauer Chairman TABLE OF CONTENTS INTRODUCTION ............................................................................................................................................. 1 OVERVIEW ..................................................................................................................................................... 2 HIGHLIGHTS OF ACTIVITIES ........................................................................................................................... 3 February 8–9: Winter Storm “Nemo” ....................................................................................................... 3 June-July: Severe Weather / Repetitive Storms ....................................................................................... 6 PROGRAM STATUS ...................................................................................................................................... 12 Grant Administration .............................................................................................................................. 12 Operations .............................................................................................................................................. 13 Incident Management Team Program ................................................................................................... -
Community Redevelopment Vision Former Beech-Nut Facility, Village of Canajoharie, Ny March 2018
COMMUNITY REDEVELOPMENT VISION FORMER BEECH-NUT FACILITY, VILLAGE OF CANAJOHARIE, NY MARCH 2018 INTRODUCTION Site facts The former Beech-Nut facility sits in the heart of the Village of • 27 acres, 35 structures Canajoharie, a quaint town on the Mohawk River in New York. • Downtown Canajoharie, NY Imperial Packing Company started operations on the site in 1891. Imperial grew the business selling vacuum-packed hams • Access to I-90 Thruway, Route 10 and Route 5 using the adjacent Erie Canal, and the founders invested in the • Former food production facility Village as the industry grew. The facilities expanded rapidly • Located adjacent to the Mohawk River when Beech-Nut began producing a growing number of food products including chewing gum, coffee, baby food and more. For decades, Beech-Nut’s thriving operations provided jobs, community support, significant tax revenue and a sense of identity for the Village. Since the former Beech-Nut facility closed in 2010, the property has remained inactive and many of the 35 vacant buildings have fallen into disrepair. The Village and Montgomery County foreclosed on the property in 2017, creating the opportunity to begin visioning and planning for redevelopment of the iconic site encompassing 27 acres. During 2017, the EPA Superfund Redevelopment Initiative (SRI) provided reuse planning assistance to engage the community in developing a redevelopment vision for the site. The SRI team has worked with Montgomery County Erie Canal and Beech-Nut factory ca. early 1900’s. and the Village of Canajoharie to facilitate reuse discussions with local stakeholders including the Village of Canajoharie administrators, the Exit 29 Task Force, the Montgomery County Executive office, and local business owners. -
Freshwater Fishing: a Driver for Ecotourism
New York FRESHWATER April 2019 FISHINGDigest Fishing: A Sport For Everyone NY Fishing 101 page 10 A Female's Guide to Fishing page 30 A summary of 2019–2020 regulations and useful information for New York anglers www.dec.ny.gov Message from the Governor Freshwater Fishing: A Driver for Ecotourism New York State is committed to increasing and supporting a wide array of ecotourism initiatives, including freshwater fishing. Our approach is simple—we are strengthening our commitment to protect New York State’s vast natural resources while seeking compelling ways for people to enjoy the great outdoors in a socially and environmentally responsible manner. The result is sustainable economic activity based on a sincere appreciation of our state’s natural resources and the values they provide. We invite New Yorkers and visitors alike to enjoy our high-quality water resources. New York is blessed with fisheries resources across the state. Every day, we manage and protect these fisheries with an eye to the future. To date, New York has made substantial investments in our fishing access sites to ensure that boaters and anglers have safe and well-maintained parking areas, access points, and boat launch sites. In addition, we are currently investing an additional $3.2 million in waterway access in 2019, including: • New or renovated boat launch sites on Cayuga, Oneida, and Otisco lakes • Upgrades to existing launch sites on Cranberry Lake, Delaware River, Lake Placid, Lake Champlain, Lake Ontario, Chautauqua Lake and Fourth Lake. New York continues to improve and modernize our fish hatcheries. As Governor, I have committed $17 million to hatchery improvements. -
Mud Creek Basin Assessment
EMERGENCY TRANSPORTATION INFRASTRUCTURE RECOVERY WATER BASIN ASSESSMENT AND FLOOD HAZARD MITIGATION ALTERNATIVES MUD CREEK ONEIDA COUNTY, NEW YORK April 2014 MMI #5231-01 Photo Source: Milone & MacBroom, Inc. (2013) This document was prepared for the New York State Department of Transportation, in cooperation with the New York State Department of Environmental Conservation. Prepared by: MILONE & MACBROOM, INC. 134 Main Street, Suite A1 New Paltz, NY 12561 (845) 633-8153 www.miloneandmacbroom.com Copyright 2014 Milone & MacBroom, Inc. TABLE OF CONTENTS Page 1.0 INTRODUCTION............................................................................................................................... 1 1.1 Project Background .................................................................................................................. 1 1.2 Nomenclature ............................................................................................................................ 3 2.0 DATA COLLECTION ....................................................................................................................... 3 2.1 Initial Data Collection ............................................................................................................... 3 2.2 Public Outreach ........................................................................................................................ 3 2.3 Field Assessment ..................................................................................................................... -
Upper Mohawk River Coliform Bacteria Monitoring Project Report
New York State DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water Upper Mohawk River Coliform Bacteria Monitoring Project Portions 12 and 13 in the Utica-Rome Area June 2012 - September 2012 November 2013 (Revised January 2014) EXECUTIVE SUMMARY This report presents the results of coliform bacteria monitoring conducted by the New York State Department of Environmental Conservation (NYSDEC) from June through September 2012 in portions 12 and 13 of the Mohawk River (see Figure 2). Water sampling was conducted at two stations: Mohawk River in West Schuyler (Portion 12) and Mohawk River near Oriskany (Portion 13). Twenty-two samples per station were collected and analyzed for total and fecal coliform bacteria. Field parameters of dissolved oxygen, specific conductance, pH and temperature were also measured at each station during sampling. Portions 12 and 13 of the Mohawk River are listed in the Final 2012 Section 303(d) List, Part 1 - Individual Waterbody Segments with Impairment Requiring Total Maximum Daily Load (TMDL) Development. Pollutants and water quality indicators listed in the Section 303(d) list include floatables (aesthetics), pathogens and dissolved oxygen/oxygen demand. Pollution sources contributing to impairment include Combined Sewer Overflows (CSOs), Sanitary Sewer Overflows (SSOs), and urban stormwater runoff. The goal of the project was to collect and test samples for coliform frequently enough to satisfy the requirements of New York State Water Quality Standards (at least five samples per month). NYSDEC uses coliform bacteria as an indicator of pathogens. The water quality standard for coliform is based on a minimum of five examinations within a calendar month for Class B and C waterbodies. -
Post Office Box 1130, Cooperstown, NY 13326 · Tel: 607 547 8881 · Fax
The Honorable Andrew M. Cuomo Governor of New York State NYS State Capitol Building Albany, NY 12224 Joseph Martens, Commissioner Dr. Howard Zucker, Acting Commissioner NYS Department of Conservation NYS Department of Health 625 Broadway Corning Tower, Empire State Plaza Albany, NY 12233-1011 Albany, NY 12237 March 24, 2015 RE: Brookman Corners Compressor Station Dear Governor Cuomo, DEC Commissioner Martens, and DOH Acting Commissioner Zucker: Otsego 2000 is extremely concerned with plans by Dominion Transmission Inc. (DTI) to expand its Brookman Corners compressor station in Montgomery County, which would expose families and children in the vicinity to high levels of pollutants dangerous to human health. (FERC Docket #CP14-497-000) Please see the attached information that we provided to NYS-DEC project manager, Chris Hogan, in a meeting with him and his staff on March 19, 2015. During that meeting we discussed errors and misrepresentations by DTI, including erroneous air dispersion modeling which neglects impacts to the Otsquago Valley and village of Fort Plain. However we also recommended several design and development improvements, described herein, that could significantly reduce those emission levels and other impacts to the valley, including Otsquago Creek. Otsego 2000 maintains that this relevant and factual information should be reviewed before agencies consider air and water resource permits for this project. Respectfully, our objective is to encourage dialogue and avoid circumstances that often result in litigation, resentment of industry, and disillusion with government agencies entrusted to protect the public. Our organization seeks to achieve positive solutions whenever possible, so we urge your active support and involvement to facilitate a better outcome in these proceedings. -
Subwatershed Characterization
Chapter 3: Subwatershed Assessment 3.1 Objective of the Assessment The structure of watersheds is dendritic or tree-like with smaller streams joining progressively larger ones (see Map 2-5). Thus, the watershed as a whole can be divided into a series of nested “subwatersheds” as illustrated by the HUC-8 through HUC-12 notation. Effective management of water quality in the basin as a whole depends on recognizing this fundamental structure of the watershed, starting with smaller units and addressing restoration and protection efforts to progressively larger, more inclusive ones. The objective, therefore, is to assess water- quality issues at their source, and to set priorities for remediating degraded parts of the watershed and protecting those that are not degraded but may be in danger of becoming so without effective management. Recommendations for addressing the restoration and protections issues uncovered in this assessment are discussed in Chapter 4. 3.2 Assessment Criteria and Procedure To complete this assessment, each of the 12-digit HUC subwatersheds in the Mohawk River Watershed was evaluated using a set of quantitative indicators for three aspects of watershed health: water quality, land use, and habitat. The evaluation assigned a score of 1 to 5 for each of various quantitative indicators (metrics) of watershed health. The scores associated with these metrics of watershed health were combined to a final score; some were weighted for overall significance. The amalgamated scores can be used to help define priority areas (subwatersheds with the lowest overall scores), while preserving important information regarding the underlying causes for concern. Quantitative indicators and resulting scores for the three aspects of watershed health are described in this section. -
Eastern NY Excluding Long Island 2014
DISCONTINUED SURFACE-WATER DISCHARGE OR STAGE-ONLY STATIONS The following continuous-record surface-water discharge or stage-only stations (gaging stations) in eastern New York excluding Long Island have been discontinued. Daily streamflow or stage records were collected and published for the period of record, expressed in water years, shown for each station. Those stations with an asterisk (*) before the station number are currently operated as crest-stage partial-record station and those with a double asterisk (**) after the station name had revisions published after the site was discontinued. [Letters after station name designate type of data collected: (d) discharge, (e) elevation, (g) gage height] Period of Station Drainage record Station name number area (mi2) (water years) HOUSATONIC RIVER BASIN Tenmile River near Wassaic, NY (d) 01199420 120 1959-61 Swamp River near Dover Plains, NY (d) 01199490 46.6 1961-68 Tenmile River at Dover Plains, NY (d) 01199500 189 1901-04 BLIND BROOK BASIN Blind Brook at Rye, NY (d) 01300000 8.86 1944-89 BEAVER SWAMP BROOK BASIN Beaver Swamp Brook at Mamaroneck, NY (d) 01300500 4.42 1944-89 MAMARONECK RIVER BASIN Mamaroneck River at Mamaroneck, NY (d) 01301000 23.1 1944-89 HUTCHINSON RIVER BASIN Hutchinson River at Pelham, NY (d) 01301500 6.04 1944-89 BRONX RIVER BASIN Bronx River at Bronxville, NY (d) 01302000 26.5 1944-89 HUDSON RIVER BASIN Opalescent River near Tahawus, NY (d) 01311900 9.02 1921-23 Arbutus Pond Outlet near Newcomb, NY (d) *01311992 1.22 1991-92 Cedar River near Indian Lake, NY (d) -
East Canada Creek Basin Assessment
EMERGENCY TRANSPORTATION INFRASTRUCTURE RECOVERY WATER BASIN ASSESSMENT AND FLOOD HAZARD MITIGATION ALTERNATIVES EAST CANADA CREEK HERKIMER COUNTY, NEW YORK April 2014 MMI #5231-01 Photo Source: Milone & MacBroom, Inc. (2013) This document was prepared for the New York State Department of Transportation, in cooperation with the New York State Department of Environmental Conservation. Prepared by: MILONE & MACBROOM, INC. 99 Realty Drive Cheshire, Connecticut 06410 (203) 271-1773 www.miloneandmacbroom.com Copyright 2014 Milone & MacBroom, Inc. TABLE OF CONTENTS Page 1.0 INTRODUCTION............................................................................................................................... 1 1.1 Project Background .................................................................................................................. 1 1.2 Nomenclature ............................................................................................................................ 3 2.0 DATA COLLECTION ....................................................................................................................... 3 2.1 Initial Data Collection ............................................................................................................... 3 2.2 Public Outreach ........................................................................................................................ 3 2.3 Field Assessment ..................................................................................................................... -
Streamflow Peaks of Record at US Geological Survey Streamgages
Streamflow Peaks of Record at U.S. Geological Survey Streamgages Resulting from Hurricane Irene Rainfall (All Data Is Provisional and Subject to Change without notice) Provisional data: Subsequent review may result in significant revisions to the data. Data users are cautioned to consider carefully the provisional nature of the information before using it for decisions that concern personal or public safety or the conduct of business Abbreviations: [mi2, square miles; ft3/s, cubic feet per second; R, River; HWM, High Water Mark; NR, Near; BLW, Below; L, Lake; BR, Branch; W, West; C, Creek ] Peak Number of Peak Stream‐ Years of Stream‐ Date of Station Drainage Peak flow Date of Peak Flow flow Previous Number Station Name Area (mi^2) Stage (ft) (ft^3/s) Peak Record (ft^3/s) Peak Special Remarks 01483155 SILVER LAKE TRIBUTARY AT MIDDLETOWN, DE 2.0 4.64 270 8/27/2011 10 212 7/12/2004 01483700 ST JONES RIVER AT DOVER, DE 31.9 11.72 1,900 8/28/2011 53 1,900 9/13/1960 Streamflow affected to unknown degree by Regulation or Diversion 01484100 BEAVERDAM BRANCH AT HOUSTON , DE 303.0 5575.57 300 8/28/2011 53 163 12/9/2009 01169000 NORTH RIVER AT SHATTUCKVILLE, MA 89.0 17.66 53,100 8/28/2011 71 18,800 10/9/2005 01169900 SOUTH RIVER NEAR CONWAY, MA 24.1 13.73 12,700 8/28/2011 45 8,770 10/9/2005 01170000 DEERFIELD RIVER NEAR WEST DEERFIELD, MA 557 23.77 103,000 8/28/2011 71 61,700 4/5/1987 Streamflow affected by Regulation or Diversion 01170100 GREEN RIVER NEAR COLRAIN, MA 41.4 13.31 17,500 8/28/2011 44 6,540 10/9/2005 01171500 MILL RIVER AT NORTHAMPTON, MA 52.6 16.42 7,000 8/28/2011 73 6,300 8/19/1955 01181000 WEST BRANCH WESTFIELD RIVER AT HUNTINGTON, MA 94.0 16.94 35,000 8/28/2011 76 28,000 10/9/2005 Peak from HWM.