[Federal Register Volume 74, Number 110 (Wednesday, June 10, 2009)]
[Notices]
[Pages 27526-27527]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: E9-13545]


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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Project No. 12636-001]


Mohawk Hydro Corp.; Notice of Preliminary Permit Application 
Accepted for Filing and Soliciting Comments, Motions To Intervene, and 
Competing Applications

June 3, 2009.
    On May 1, 2009, Mohawk Hydro Corporation filed an application, 
pursuant to section 4(f) of the Federal Power Act, for a successive 
preliminary permit to study the feasibility of the Middle Mohawk 
Hydroelectric Project, to be located on the Mohawk River, in 
Schenectady and Montgomery Counties, New York.
    The proposed Middle Mohawk Hydroelectric Project would be located 
at existing facilities that are owned by the New York State Canal 
Corporation. The proposed run-of-river project would consist of the 
following eight Developments:

Lock 8 Development

    (1) An existing 530-foot-long, 14-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 336 acres, with a storage capacity of 3,360 acre-feet 
and a normal water surface elevation of 224 feet USGS, (3) a proposed 
intake structure, (4) two proposed powerhouses containing 18 generating 
units having a total installed capacity of 6 MW, (5) a proposed 1,800-
foot-long, 34.5 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 16 gigawatt-
hours which would be sold to a local utility.

Lock 9 Development:

    (1) An existing 530-foot-long, 15-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 428 acres, with a storage capacity of 4,280 acre-feet 
and a normal water surface elevation of 239 feet USGS, (3) a proposed 
intake structure, (4) two proposed powerhouses containing 18 generating 
units having a total installed capacity of 6 MW, (5) a proposed 200-
foot-long, 13.2 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 17.6 gigawatt-
hours which would be sold to a local utility.

Lock 10 Development

    (1) An existing 500-foot-long, 15-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 414 acres, with a storage capacity of 4,140 acre-feet 
and a normal water surface elevation of 254 feet USGS, (3) a proposed 
intake structure, (4) two proposed powerhouses containing 18 generating 
units having a total installed capacity of 6 MW, (5) a proposed 1,500-
foot-long, 115 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 17.3 gigawatt-
hours which would be sold to a local utility.

Lock 11 Development

    (1) An existing 588-foot-long, 12-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 414 acres, with a storage capacity of 4,140 acre-feet 
and a normal water surface elevation of 266 feet USGS, (3) a proposed 
intake structure, (4) two proposed powerhouses containing 18 generating 
units having a total installed capacity of 6 MW, (5) a proposed 700-
foot-long, 34.5 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 16.1 gigawatt-
hours which would be sold to a local utility.

Lock 12 Development

    (1) An existing 460-foot-long, 11-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 737 acres, with a storage capacity of 7,370 acre-feet 
and a normal water surface elevation of 277 feet USGS, (3) a proposed 
intake structure, (4) two proposed powerhouses containing 18 generating 
units having a total installed capacity of 6 MW, (5) a proposed 400-
foot-long, 13.2 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 11.7 gigawatt-
hours which would be sold to a local utility.

Lock 13 Development

    (1) An existing 370-foot-long, 8-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 464 acres, with a storage capacity of 4,640 acre-feet 
and a normal water surface elevation of 285 feet USGS, (3) a proposed 
intake structure, (4) a proposed powerhouse containing 9 generating 
units having a total installed capacity of 3 MW, (5) a proposed 200-
foot-long, 13.2 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 7.3 gigawatt-
hours which would be sold to a local utility.

Lock 14 Development

    (1) An existing 430-foot-long, 8-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 219 acres, with a storage capacity of 2,190 acre-feet 
and a normal water surface elevation of 293 feet USGS, (3) a proposed 
intake structure, (4) a proposed powerhouse containing 9 generating 
units having a total installed capacity of 3 MW, (5) a proposed 200-
foot-long, 13.2 kV transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 5.8 gigawatt-
hours which would be sold to a local utility.

Lock 15 Development:

    (1) An existing 430-foot-long, 8-foot-high bridge type dam 
constructed primarily of steel, (2) an existing reservoir having a 
surface area of 578 acres, with a storage capacity of 5,780 acre-feet 
and a normal water surface

[[Page 27527]]

elevation of 293 feet USGS, (3) a proposed intake structure, (4) two 
proposed powerhouses containing 18 generating units having a total 
installed capacity of 6 MW, (5) a proposed 200-foot-long, 13.2 kV 
transmission line, and (6) appurtenant facilities.
    The development would have an annual generation of 5.8 gigawatt-
hours which would be sold to a local utility. The total installed 
capacity for all eight proposed developments is 41 MW and the total 
annual generation is 97.6 gigawatt-hours.
    Applicant Contact: Mr. James A. Besha, P.E., President of Albany 
Engineering Corporation, Agent for Mohawk Hydro Corp., 5 Washington 
Square, Albany, NY 12205, (518) 456-7712.
    FERC Contact: John Ramer, (202) 502-8969.
    Deadline for filing motions to intervene, competing applications 
(without notice of intent), or notices of intent to file competing 
applications: 60 days from the issuance date of this notice. Comments, 
motions to intervene, notices of intent, and competing applications may 
be electronically filed via the Internet. See 18 CFR 
385.2001(a)(1)(iii) and the instructions on the Commission's Web site 
under the ``e-Filing'' link. If unable to be filed electronically, 
documents may be paper-filed. To paper-file, an original and eight 
copies should be filed to: Kimberly D. Bose, Secretary, Federal Energy 
Regulatory Commission, 888 First Street, NE., Washington, DC 20426. For 
more information on how to submit these types of filings please go to 
the Commission's Web site located at http://www.ferc.gov/filling-comments.asp. More information about this project can be viewed or 
printed on the ``e-library'' link of the Commission's Web site at 
http://www.ferc.gov/docs-filings/elibrary.asp. Enter the docket number 
(P-12636-001) in the docket number field to access the document. For 
assistance, call toll free 1-866-208-3372.

Kimberly D. Bose,
Secretary.
[FR Doc. E9-13545 Filed 6-9-09; 8:45 am]
BILLING CODE 6717-01-P