DOCSLIB.ORG

Wetland Jurisdictional Determination Report

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Wetland Jurisdictional Determination Report Case 10-T-0139 Hearing Exhibit 17 Page 1 of 38 WETLAND DELINEATION REPORT Champlain Hudson Power Express Project Albany, Saratoga, Schenectady, New York, Washington, and Westchester Counties, New York Prepared for: Champlain Hudson Power Express, Inc. Toronto, Ontario Prepared by: TRC ENVIRONMENTAL CORPORATION Wannalancit Mills 650 Suffolk St Lowell, MA 01854 March 2010 Case 10-T-0139 Hearing Exhibit 17 Page 2 of 38 TABLE OF CONTENTS 1.0 INTRODUCTION..............................................................................................................1 2.0 PROJECT OVERVIEW ...................................................................................................1 3.0 WETLAND DELINEATION METHODOLOGY .........................................................2 4.0 WETLAND DELINEATION RESULTS ........................................................................4 4.1 Vegetation..............................................................................................................17 4.2 Hydrology ..............................................................................................................19 4.3 Soils........................................................................................................................20 4.4 Natural Resource Conservation Service Soil Series Descriptions.........................20 5.0 REFERENCES.................................................................................................................32 TABLES Table 4-1 Summary of Wetlands Within the Study Area ........................................................5 Table 4-2 Summary of Waterbodies within the Study Area ....................................................9 Table 4-3 Soil Description Summary.....................................................................................14 FIGURES Figure A-1 Wetland Delineation Mapping……………………………………… Attachment A Figure A-2 NRCS Soil Mapping…………………………………………………Attachment A ATTACHMENTS A – Figures B – Wetland and Stream Photographs i Wetland Delineation Report Champlain Hudson Power Express Project Case 10-T-0139 Hearing Exhibit 17 Page 3 of 38 1.0 INTRODUCTION TRC Environmental Corporation (TRC) has prepared this wetland delineation report on behalf of Champlain Hudson Power Express, Inc. (CHPEI) for the Champlain Hudson Power Express Project (Project). The Project is designed to connect renewable sources of power generation in central and eastern Canada and upstate New York to load centers in and around the New York City and southwestern Connecticut regions. The Project will include underwater and underground high-voltage direct current (HVDC) transmission cables connecting an HVDC converter station in Canada with HVDC converter stations in Yonkers, New York, and Bridgeport, Connecticut. To the extent possible, CHPEI proposes to install the transmission cables along existing waterways to minimize underground transportation routes. CHPEI believes that this innovative approach will minimize the visual and landscape impacts associated with traditional overhead transmission lines, while simultaneously providing the additional capacity required to meet the increasing clean energy demands of the greater New York City metropolitan area and State of Connecticut. TRC and HDR|DTA Engineering Inc. (HDR|DTA) were retained by CHPEI to identify and delineate jurisdictional wetlands and waterways along the underground railroad rights-of-way (ROWs) bypasses to support the design and layout of the proposed facilities, with the objective of minimizing impacts to federal and state jurisdictional wetlands to the extent feasible. This report describes the wetland delineation methodology and the wetland and waterbody resources that were identified in the study area during field surveys for underground portions of the Project. 2.0 PROJECT OVERVIEW CHPEI proposes to install the transmission cables along existing waterways to the extent possible. From Canada, the proposed transmission cable route enters Lake Champlain and travels south to the northern entrance to the Champlain Canal, near Whitehall, New York. From the Champlain Canal, the Project route has incorporated underground bypasses along existing railroad ROWs, where possible, to avoid lock areas where construction is infeasible and to avoid activities associated with the Upper Hudson River Polychlorinated Biphenyls (PCBs) Dredging Project. The cables will enter the Hudson River in the Town of Coeymans, downstream from the City of Albany. South of the Coeymans, the proposed alignment follows the Hudson River to the New York City metropolitan area. Three underground bypasses are proposed to circumvent Locks C12, C11, and C9 along the Champlain Canal. The bypass sections for Locks C12 and C11 will extend for a combined total of approximately 2.1 miles along an existing Canadian Pacific (CP) railroad ROW. CHPEI will also use 0.5 mile-long underground route to bypass Lock C9 along the east side of the canal, which is not located along existing railroad ROW but within land owned by the New York State Canal Corporation (Canal Corp). An underground route is also proposed to avoid the Upper Hudson River PCB Dredging Project. The cables will exit the Champlain Canal near Lock C8 in Kingsbury (Washington County), 1 Wetland Delineation Report Champlain Hudson Power Express Project Case 10-T-0139 Hearing Exhibit 17 Page 4 of 38 north of the Champlain Canal/Hudson River confluence. The cables will be buried within the CP railroad ROW through Saratoga County to Rotterdam, in Schenectady County. At this point, the transmission cable route will follow the CSX Corporation (CSX) railroad ROW until the cables enter the Hudson River in the Town of Coeymans. The total distance of this underground route is approximately 69.9 miles. The remaining underground portions of the Project in New York State are associated with the new proposed Yonkers converter station, in Westchester County, and the cable connection to the existing Sherman Creek substation in New York County. These connections will be made via horizontal directional drill (HDD) so ground disturbance is not anticipated. A total of two bipoles (four cables) will be laid between Quebec and the converter stations in New York City, where two cables will be terminated. The remaining two cables will continue to Bridgeport, Connecticut. For the underground portions of the Project route within existing railroad ROWs, the typical and preferred layout is to have one bipole (2 cables) installed on either side of the railroad tracks. A minimum separation distance is required from the rails to the cables by each railroad; CP requires a minimum separation of 10 feet from the centerline of the outermost track to the cable trench and CSX requires a minimum separation of 25 feet from the centerline of the outermost track. With this layout, the limits of construction activity extend 15 feet beyond the required minimum setback of the railroads. Some areas may require different configuration for specific engineering challenges, such as steep slopes, environmentally sensitive areas and existing structures. For the underground portions of the Project route, the underground cables will be buried via excavated trenches or HDD methods. 3.0 WETLAND DELINEATION METHODOLOGY To determine the potential for wetland impacts from construction of the Project, TRC and HDR|DTA assessed the Project survey area in the field for the presence of federal and state jurisdictional wetlands. Wetland scientists from TRC and HDR|DTA conducted wetland delineations from October to December 2009. The delineations were performed in accordance with the United States Army Corps of Engineers (USACE) wetland delineation criteria and methodology and the New York State Freshwater Wetlands Delineation Manual (Browne et. al., 1995). TRC and HDR|DTA conducted wetland delineations along the underground routes on the existing CP railroad ROW. The area surveyed included approximately 9.5 miles from Whitehall to Fort Ann in Washington County, and approximately 46.2 miles from Fort Edward in Washington County to Rotterdam in Schenectady County. The survey area includes the towns of Whitehall, Fort Ann, and Fort Edward in Washington County; Moreau, Northumberland, Wilton, Saratoga Springs, Milton, and Ballston in Saratoga County; and Glenville, Schenectady, and Rotterdam in Schenectady County. TRC also surveyed the Yonkers converter station site on September 2, 2009, and no wetlands were observed at the site. The study area for the surveyed portions of the Project included the land within the existing CP railroad ROW. To determine the appropriate parcel boundary, TRC reviewed parcel data from 2 Wetland Delineation Report Champlain Hudson Power Express Project Case 10-T-0139 Hearing Exhibit 17 Page 5 of 38 the assessors’ offices (where available) and the valuation maps provided by CP railroad, consulted with the railroad personnel and used visual cues such as existing fences, field edges, treelines, or other indications of vegetation management by the railroad. At the Yonkers converter station, TRC surveyed the entire site within the property boundary and the cable landfall area. The remaining onland portions of the proposed Project, which includes the Lock C9 bypass in Washington County, the CSX railroad ROW from Rotterdam in Schenectady County to the Hudson River in the Town of Coeymans in Albany County, and the cable connection to the Sherman Creek substation in New York County, will be surveyed in the spring of 2010. Information on
Load more

Recommended publications
  • 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
    [Show full text]
  • Wetlands of Saratoga County New York
    Acknowledgments THIS BOOKLET I S THE PRODUCT Of THE work of many individuals. Although it is based on the U.S. Fish and Wildlife Service's National Wetlands Inventory (NWI), tlus booklet would not have been produced without the support and cooperation of the U.S. Environmental Protection Agency (EPA). Patrick Pergola served as project coordinator for the wetlands inventory and Dan Montella was project coordinator for the preparation of this booklet. Ralph Tiner coordi­ nated the effort for the U.S. Fish and Wildlife Service (FWS). Data compiled from the NWI serve as the foun­ dation for much of this report. Information on the wetland status for this area is the result of hard work by photointerpreters, mainly Irene Huber (University of Massachusetts) with assistance from D avid Foulis and Todd Nuerminger. Glenn Smith (FWS) provided quality control of the interpreted aerial photographs and draft maps and collected field data on wetland communities. Tim Post (N.Y. State D epartment of Environmental Conservation), John Swords (FWS), James Schaberl and Chris Martin (National Park Ser­ vice) assisted in the field and the review of draft maps. Among other FWS staff contributing to this effort were Kurt Snider, Greg Pipkin, Kevin Bon, Becky Stanley, and Matt Starr. The booklet was reviewed by several people including Kathleen Drake (EPA), G eorge H odgson (Saratoga County Environmental Management Council), John Hamilton (Soil and W ater Conserva­ tion District), Dan Spada (Adirondack Park Agency), Pat Riexinger (N.Y. State Department of Environ­ mental Conservation), Susan Essig (FWS), and Jen­ nifer Brady-Connor (Association of State Wetland Nlanagers).
    [Show full text]
  • Mohawk River Canoe Trip August 5, 2015
    Mohawk River Canoe Trip August 5, 2015 A short field guide by Kurt Hollocher The trip This is a short, 2-hour trip on the Mohawk River near Rexford Bridge. We will leave from the boat docks, just upstream (west) of the south end of the bridge. We will probably travel in a clockwise path, first paddling west toward Scotia, then across to the mouth of the Alplaus Kill. Then we’ll head east to see an abandoned lock for a branch of the Erie Canal, go under the Rexford Bridge and by remnants of the Erie Canal viaduct, to the Rexford cliffs. Then we cross again to the south bank, and paddle west back to the docks. Except during the two river crossings it is important to stay out of the navigation channel, marked with red and green buoys, and to watch out for boats. Depending on the winds, we may do the trip backwards. The river The Mohawk River drains an extensive area in east and central New York. Throughout most of its reach, it flows in a single, well-defined channel between uplands on either side. Here in the Rexford area, the same is true now, but it was not always so. Toward the end of the last Ice Age, about 25,000 years ago, ice covered most of New York State. As the ice retreated, a large valley glacier remained in the Hudson River Valley, connected to the main ice sheet a bit farther to the north, when most of western and central New York was clear of ice.
    [Show full text]
  • NY Excluding Long Island 2017
    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. Those stations with a (‡) following the Period of Record have no winter record. [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 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 Fishing Brook (County Line Flow Outlet) near Newcomb, NY (d) 0131199050 25.2 2007-10 Arbutus Pond Outlet
    [Show full text]
  • Waterbody Classifications, Streams Based on Waterbody Classifications
    Waterbody Classifications, Streams Based on Waterbody Classifications Waterbody Type Segment ID Waterbody Index Number (WIN) Streams 0202-0047 Pa-63-30 Streams 0202-0048 Pa-63-33 Streams 0801-0419 Ont 19- 94- 1-P922- Streams 0201-0034 Pa-53-21 Streams 0801-0422 Ont 19- 98 Streams 0801-0423 Ont 19- 99 Streams 0801-0424 Ont 19-103 Streams 0801-0429 Ont 19-104- 3 Streams 0801-0442 Ont 19-105 thru 112 Streams 0801-0445 Ont 19-114 Streams 0801-0447 Ont 19-119 Streams 0801-0452 Ont 19-P1007- Streams 1001-0017 C- 86 Streams 1001-0018 C- 5 thru 13 Streams 1001-0019 C- 14 Streams 1001-0022 C- 57 thru 95 (selected) Streams 1001-0023 C- 73 Streams 1001-0024 C- 80 Streams 1001-0025 C- 86-3 Streams 1001-0026 C- 86-5 Page 1 of 464 09/28/2021 Waterbody Classifications, Streams Based on Waterbody Classifications Name Description Clear Creek and tribs entire stream and tribs Mud Creek and tribs entire stream and tribs Tribs to Long Lake total length of all tribs to lake Little Valley Creek, Upper, and tribs stream and tribs, above Elkdale Kents Creek and tribs entire stream and tribs Crystal Creek, Upper, and tribs stream and tribs, above Forestport Alder Creek and tribs entire stream and tribs Bear Creek and tribs entire stream and tribs Minor Tribs to Kayuta Lake total length of select tribs to the lake Little Black Creek, Upper, and tribs stream and tribs, above Wheelertown Twin Lakes Stream and tribs entire stream and tribs Tribs to North Lake total length of all tribs to lake Mill Brook and minor tribs entire stream and selected tribs Riley Brook
    [Show full text]
  • Geographic Names
    GEOGRAPHIC NAMES CORRECT ORTHOGRAPHY OF GEOGRAPHIC NAMES ? REVISED TO JANUARY, 1911 WASHINGTON GOVERNMENT PRINTING OFFICE 1911 PREPARED FOR USE IN THE GOVERNMENT PRINTING OFFICE BY THE UNITED STATES GEOGRAPHIC BOARD WASHINGTON, D. C, JANUARY, 1911 ) CORRECT ORTHOGRAPHY OF GEOGRAPHIC NAMES. The following list of geographic names includes all decisions on spelling rendered by the United States Geographic Board to and including December 7, 1910. Adopted forms are shown by bold-face type, rejected forms by italic, and revisions of previous decisions by an asterisk (*). Aalplaus ; see Alplaus. Acoma; township, McLeod County, Minn. Abagadasset; point, Kennebec River, Saga- (Not Aconia.) dahoc County, Me. (Not Abagadusset. AQores ; see Azores. Abatan; river, southwest part of Bohol, Acquasco; see Aquaseo. discharging into Maribojoc Bay. (Not Acquia; see Aquia. Abalan nor Abalon.) Acworth; railroad station and town, Cobb Aberjona; river, IVIiddlesex County, Mass. County, Ga. (Not Ackworth.) (Not Abbajona.) Adam; island, Chesapeake Bay, Dorchester Abino; point, in Canada, near east end of County, Md. (Not Adam's nor Adams.) Lake Erie. (Not Abineau nor Albino.) Adams; creek, Chatham County, Ga. (Not Aboite; railroad station, Allen County, Adams's.) Ind. (Not Aboit.) Adams; township. Warren County, Ind. AJjoo-shehr ; see Bushire. (Not J. Q. Adams.) Abookeer; AhouJcir; see Abukir. Adam's Creek; see Cunningham. Ahou Hamad; see Abu Hamed. Adams Fall; ledge in New Haven Harbor, Fall.) Abram ; creek in Grant and Mineral Coun- Conn. (Not Adam's ties, W. Va. (Not Abraham.) Adel; see Somali. Abram; see Shimmo. Adelina; town, Calvert County, Md. (Not Abruad ; see Riad. Adalina.) Absaroka; range of mountains in and near Aderhold; ferry over Chattahoochee River, Yellowstone National Park.
    [Show full text]
  • 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.
    [Show full text]
  • 3. Affected Environment
    Draft Champlain Hudson Power Express EIS 3. Affected Environment This section provides a description of the existing environment within the proposed CHPE Project area. To facilitate discussion, this EIS divides the approximately 336-mile (541-km) proposed transmission line route into four segments: Lake Champlain Segment (Section 3.1), Overland Segment (Section 3.2), Hudson River Segment (Section 3.3), and New York City Metropolitan Area Segment (Section 3.4). This division is based on geographical and environmental similarities along the route, as described in Section 2.4.1. The Lake Champlain and Hudson River segments contain primarily aquatic corridors, the Overland Segment contains primarily terrestrial corridors, and the New York City Metropolitan Area Segment is a combination of aquatic and terrestrial corridors. The potential impacts associated with constructing and operating the proposed CHPE Project are discussed in Chapter 5 based on the environmental resource areas described in the following sections. Brief definitions of each resource area; laws, regulations, and guidelines potentially applicable to the resource; and existing conditions are discussed for each segment, as appropriate. A region of influence (ROI) for each resource area in which impacts would likely occur is also defined. The ROIs were determined based on regulatory requirements, where applicable, combined with the expected maximum area of measurable construction or operational impacts for that particular resource. 3.1 Lake Champlain Segment 3.1.1 Land Use 3.1.1.1 Background on the Resource Area This section describes existing land uses in the vicinity of the proposed CHPE Project route, and land use plans and policies applicable to the proposed CHPE Project area.
    [Show full text]
  • Section 404 / Section 10 Permit Application for the Champlain Hudson Power Express Project
    December 6, 2010 Naomi Handell U.S. Army Corps of Engineers, New York District Jacob K. Javits Federal Building 26 Federal Plaza, Regulatory Br., Rm 1937 New York, NY 10278-0091 Subject: Section 404 / Section 10 Permit Application for the Champlain Hudson Power Express Project Dear Ms. Handell: As you know, Champlain Hudson Power Express Inc. and CHPE Properties Inc (collectively the “Applicants”) have proposed to develop the Champlain Hudson Power Express Project (Project) to bring renewable sources of power generation in Canada to the New York City region via underwater and underground high-voltage direct current (HVDC) transmission cables. On behalf of the Applicants, please find enclosed an application to obtain construction permits pursuant to Section 404 of the Clean Water Act (Section 404) and Section 10 of the Rivers and Harbors Act of 1899 (Section 10) . The Applicants have utilized the Joint Application Form developed by the U.S. Army Corps of Engineers (USACE) in cooperation with the New York State Department of Environmental Conservation (DEC), New York State Office of General Services (OGS), and New York State Department of State (DOS). The state level environmental review of the project will be conducted under Article VII of New York State Public Service Law. Considering that the aforementioned state agencies have received copies of the Applicants’ application for a Certificate of Environmental Compatibility and Public Need, the Applicants will submit this application to the New York agencies on a CD disc while providing each with the option to receive hard copies. The proposed Project is located within the New York State’s coastal area requiring a coastal consistency evaluation pursuant to the Federal Coastal Zone Management Act and the New York State Waterfront Revitalization of Coastal Areas and Inland Waterways Act.
    [Show full text]
  • Full List of Capital Projects
    STATE FISCAL YEAR 2015-16/2019-20 TRANSPORTATION CAPITAL PROGRAM Intent The parties to this agreement concur on the components, contained herein, of a five-year Department of Transportation (Department) Capital Program for the period of SFY 2015-16 through 2019-20. In addition, the parties concur on an overall investment level for the Department's SFY 2020-21 Capital Program of not less than $3.985 billion. The infrastructure investments made through the Department's Capital Program are intended to create jobs while maintaining safety of the system; manage State infrastructure assets so that New York remains competitive; leverage State resources to generate billions in new construction and economic growth; and mitigate the impacts that future extreme weather events may have on New Yorkers and the State's economy. In furtherance of these goals, the Governor of the State of New York, the Temporary President of the Senate, and the Speaker of the Assembly enter into this agreement to present information to the people of New York State on the five-year SFY 2015-16 through 2019-20 Department of Transportation Capital Program. (1) State Highway and Bridge Program The Department ofTransportation's SFY 2015-16 through 2019-20 State Highway and Bridge Program is attached as Appendix A. The Program contains (1) Federal Process Projects- construction projects in the core program financed and obligated under the federally mandated planning and programming process; and (2) State Process Projects - construction projects in the core program financed and obligated under the State planning and programming process. It is the intent of the parties to this agreement to adhere to this program as closely as possible.
    [Show full text]
  • NY State Highway Bridge Data: August 31, 2021
    NY State Highway Bridge Data: August 31, 2021 Saratoga County Year Date BIN Built or of Last Poor Region County Municipality Location Feature Carried Feature Crossed Owner Replaced Inspectio Status n 01 Saratoga Ballston Spa (Village) 1026340 MILTON AVE IN BALLSTON SP 50 50 15021078 GORDON CREEK NYSDOT 1930 06/17/2020 N 01 Saratoga Ballston Spa (Village) 1026350 RTE 50 & KAYADEROSSERAS C 50 50 15021080 KAYADEROSSERAS CK NYSDOT 1938 04/23/2021 N 01 Saratoga Ballston Spa (Village) 1029160 JCT RTE 67 & GORDON CR 67 67 15031127 GORDON CR. TRIB. NYSDOT 1958 08/17/2020 N 01 Saratoga Ballston Spa (Village) 3304340 VILLAGE OF BALLSTON SPA BATH STREET GORDON CREEK 30 - County 1993 05/12/2020 N 01 Saratoga Ballston Spa (Village) 2202790 VILLAGE OF BALLSTON SPA FAIRGROUND AVE GORDON CREEK 40 - Town 1991 05/12/2020 N 01 Saratoga Ballston Spa (Village) 3304610 VILLAGE OF BALLSTON SPA FENWICK STREET GORDON CREEK 30 - County 1958 06/10/2021 N 01 Saratoga Ballston Spa (Village) 3304330 VILLAGE OF BALLSTON SPA MECHANIC STREET KAYADEROSSERAS CK 30 - County 1994 06/29/2020 N 01 Saratoga Ballston Spa (Village) 3304620 VILLAGE OF BALLSTON SPA RALPH STREET KAYADEROSSERAS CK 30 - County 2006 05/21/2020 N 01 Saratoga Ballston (Town) 1026330 1.2MI SW JCT 50 & 67 50 50 15021053 MOURNING KILL NYSDOT 1995 04/06/2021 N 01 Saratoga Ballston (Town) 1029150 RTE 67 & MORNING KILL 67 67 15031087 MOURNING KILL NYSDOT 1959 05/21/2020 N 01 Saratoga Ballston (Town) 1053650 0.9 MI SE JCT RTS 50 & 67 67 67 15031150 RR BRIDGE 7029170 NYSDOT 1993 04/23/2020 N 01 Saratoga Ballston
    [Show full text]
  • NYS Department of Transportation D / M / WBE Utilization Plans
    3/21/2016 NYS Department of Transportation D / M / WBE Utilization Plans CONTRACT #: C031378 DESCRIPTION: TRANSIT SERVICES INFO AND TECHNICAL SUPPORT. PIN #: P020.29.801 CONTRACTOR NAME & ADDRESS: CONSENSUS SYSTEMS TECHNOLOGIES CORP. AWARD DATE: 1/28/2016 12:00:00AM 17 MILLER AVE. POB 517 CONTRACT COMPLETION DATE: SHENOROCK, NY 10587 CONTRACT AMOUNT: 804,475.00 IS CONTRACTOR D/M/WBE? No D/M/WBE SUBCONTRACTORS PROGRAM TYPE TYPE OF WORK COMMITMENT OAK SQUARE RESOURCES, LLC. DBE 0.00 P. O. BOX 35471 BRIGHTON, MA 02135 PBS ENGINEERING AND ASSOCIATES P.C. DBE 0.00 2012 HOBART AVENUE BRONX, NY 10461 TOTAL: 0.00 3/21/2016 NYS Department of Transportation D / M / WBE Utilization Plans CONTRACT #: D015394-11 DESCRIPTION: MISC; CONSTRUCTION MANAGEMENT, ADMINISTRATION & COORDINATION FOR ROUTE 9A RECONSTRUCTION PROJECT, REGION 11. PIN #: X759.84.327 CONTRACTOR NAME & ADDRESS: URS CORPORATION NEW YORK AWARD DATE: 1/19/2016 12:00:00AM ONE PENN PLAZA CONTRACT COMPLETION DATE: CONTRACT AMOUNT: 1,045,000.00 NEW YORK, NY 10119 IS CONTRACTOR D/M/WBE? No D/M/WBE SUBCONTRACTORS PROGRAM TYPE TYPE OF WORK COMMITMENT ENTECH ENGINEERING, P.C. DBE 60,283.00 11 BROADWAY 21ST FLOOR NEW YORK, NY 10004 QWIC, INC. DBE 12,904.00 313 EAST BROAD STREET PALMYRA, NJ 08065 ZETLIN STRATEGIC COMMUNICATIONS, INC. DBE 17,114.00 314 WEST 71ST STREET NEW YORK, NY 10023 TOTAL: 60,283.00 3/21/2016 NYS Department of Transportation D / M / WBE Utilization Plans CONTRACT #: D030992-21 DESCRIPTION: DSA, HIGHWAY DESIGN, SUPPLEMENTAL AGREEMENT TO ADJUST FUNDING AMONG ASSIGNMENTS #01 AND #06, NASSAU COUNTY.
    [Show full text]