Duke Energy LLC.; Notice of Intent To Prepare an Environmental Impact Statement and Notice of Scoping Meetings and Soliciting Scoping Comments, 10205-10207 [E7-3978]
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Federal Register / Vol. 72, No. 44 / Wednesday, March 7, 2007 / Notices
(202) 502–6012 or by e-mail at
Rebecca.Martin@ferc.gov.
Filing link. The Commission strongly
encourages electronic filings.
Magalie R. Salas,
Secretary.
[FR Doc. E7–3997 Filed 3–6–07; 8:45 am]
Magalie R. Salas,
Secretary.
[FR Doc. E7–3967 Filed 3–6–07; 8:45 am]
BILLING CODE 6717–01–P
BILLING CODE 6717–01–P
DEPARTMENT OF ENERGY
DEPARTMENT OF ENERGY
Federal Energy Regulatory
Commission
Federal Energy Regulatory
Commission
[Project No.: P–2232–522]
[Project No. 2778–035]
Duke Energy LLC.; Notice of Intent To
Prepare an Environmental Impact
Statement and Notice of Scoping
Meetings and Soliciting Scoping
Comments
Idaho Power Company; Notice of
Availability of Draft Environmental
Assessment
sroberts on PROD1PC70 with NOTICES
February 27, 2007.
In accordance with the National
Environmental Policy Act of 1969 and
the Federal Energy Regulatory
Commission (Commission or FERC)
regulations contained in the Code of
Federal Regulations (CFR) (18 CFR Part
380 [FERC Order No. 486, 52 F.R.
47897]), the Office of Energy Projects
staff (staff) reviewed the application for
amendment of license for the Shoshone
Falls Project, located on the Snake
River, Jerome and Twin Falls Counties,
Idaho, and prepared a draft
environmental assessment (DEA) for the
project. Within the project boundary,
1.97 acres of lands are owned by the
U.S. Bureau of Land Management. In
this DEA, staff analyzes the potential
environmental effects of the proposed
amendment of license and concludes
that the proposal would not constitute
a major federal action significantly
affecting the quality of the human
environment.
A copy of the DEA is available for
review at the Commission in the Public
Reference Room, or it may be viewed on
the Commission’s Web site at https://
www.ferc.gov using the e-Library link.
Enter the docket number (P–2778) in the
docket number field to access the
document. For assistance, call (202)
502–8222 or (202) 502–8659 (for TTY).
Any comments should be filed by
March 30, 2007, and should be
addressed to Secretary, Federal Energy
Regulatory Commission, 888 First
Street, NE., Washington, DC 20426.
Please reference Shoshone Falls Project
No. 2778–035, on all comments. For
further information on this notice,
please contact Robert Fletcher at (202)
502–8901, or at robert.fletcher@ferc.gov.
Comments may be filed electronically
via the Internet in lieu of paper. See 18
CFR 385.2001 (a)(1)(iii) and the
instructions on the Commission’s Web
site at https://www.ferc.gov under the e-
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February 28, 2007.
Take notice that the following
hydroelectric application was filed with
Commission and is available for public
inspection:
a. Type of Application: New Major
License.
b. Project No.: P–2232–522.
c. Dates filed: August 29, 2006.
d. Applicant: Duke Energy Carolinas,
LLC.
e. Name of Project: Catawba-Wateree
Hydroelectric Project.
f. Locations: The Catawba-Wateree
Project is located on the Catawba River
in Alexander, Burke, Caldwell, Catawba,
Gaston, Iredell, Lincoln, McDowell, and
Mecklenburg counties, North Carolina,
and on the Catawba and Wateree Rivers
in the counties of Chester, Fairfield,
Kershaw, Lancaster, and York, South
Carolina. There are no federal lands
affected by these projects.
g. Filed Pursuant to: Federal Power
Act, 16 U.S.C. 791(a)–825(r).
h. Applicant Contacts: Jeffrey G.
Lineberger, Catawba-Wateree Hydro
Relicensing Manager; and E. Mark
Oakley, Catawba-Wateree Relicensing
Project Manager, Duke Energy, Mail
Code EC12Y, P.O. Box 1006, Charlotte,
NC 28201–1006.
i. FERC Contacts: Sean Murphy at
(202) 502–6145 or
sean.murphy@ferc.gov.
j. Deadline for filing scoping
comments: April 30, 2007.
All documents (original and eight
copies) should be filed with: Secretary,
Federal Energy Regulatory Commission,
888 First Street, NE., Washington, DC
20426.
The Commission’s Rules of Practice
and Procedure require all intervenors
filing documents with the Commission
to serve a copy of that document on
each person on the official service list
for the project. Further, if an intervenor
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10205
files comments or documents with the
Commission relating to the merits of an
issue that may affect the responsibilities
of a particular resource agency, they
must also serve a copy of the document
on that resource agency.
Scoping comments may be filed
electronically via the Internet in lieu of
paper. The Commission strongly
encourages electronic filings. See 18
CFR 385.2001(a)(1)(iii) and the
instructions on the Commission’s Web
site (https://www.ferc.gov) under the ‘‘eFiling’’ link.
k. This application is not ready for
environmental analysis at this time.
l. The existing Catawba-Wateree
Project consists of eleven developments:
(1) The Bridgewater development
consists of the following existing
facilities: (1) The Catawba dam
consisting of: (a) A 1,650-foot-long, 125foot-high earth embankment; (b) a 305foot-long, 120-foot-high concrete gravity
ogee spillway; and (c) a 850-foot-long,
125-foot-high earth embankment; (2) the
Paddy Creek dam consisting of: a 1,610foot-long, 165-foot-high earth
embankment; (3) the Linville dam
consisting of: a 1,325-foot-long, 160foot-high earth embankment; (4) a 430foot-long uncontrolled low overflow
weir spillway situated between Paddy
Creek Dam and Linville Dam; (5) a 6,754
acre reservoir formed by Catawba,
Paddy Creek, and Linville with a normal
water surface elevation of 1,200 feet
above msl; (6) a 900-foot-long concretelined intake tunnel; (7) a powerhouse
containing two vertical Francis-type
turbines directly connected to two
generators, each rated at 10,000 kW, for
a total installed capacity of 20.0 MW;
and (8) other appurtenances.
(2) The Rhodhiss development
consists of the following existing
facilities: (1) The Rhodhiss dam
consisting of: (a) A 119.58-foot-long
concrete gravity bulkhead; (b) a 800foot-long, 72-foot-high concrete gravity
ogee spillway; (c) a 122.08-foot-long
concrete gravity bulkhead with an
additional 8-foot-high floodwall; and (d)
a 283.92-foot-long rolled fill earth
embankment; (2) a 2,724 acre reservoir
with a normal water surface elevation of
995.1 feet above msl; (4) a powerhouse
integral to the dam, situated between
the bulkhead on the left bank and the
ogee spillway section, containing three
vertical Francis-type turbines directly
connected to three generators, two rated
at 12,350 kW, one rated at 8,500 kW for
a total installed capacity of 28.4 MW;
and (5) other appurtenances.
(3) The Oxford development consists
of the following existing facilities: (1)
The Oxford dam consisting of: (a) A
74.75-foot-long soil nail wall; (b) a 193-
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foot-long emergency spillway; (c) a 550foot-long gated concrete gravity
spillway; (d) a 112-foot-long
embankment wall situated above the
powerhouse; and (e) a 429.25-foot-long
earth embankment; (2) a 4,072 acre
reservoir with a normal water surface
elevation of 935 feet above msl; (4) a
powerhouse integral to the dam,
situated between the gated spillway and
the earth embankment, containing two
vertical Francis-type turbines directly
connected to two generators, each rated
at 18,000 kW for a total installed
capacity of 35.7 MW; and (5) other
appurtenances.
(4) The Lookout Shoals development
consists of the following existing
facilities: (1) The Lookout Shoals dam
consisting of: (a) A 282.08-foot-long
concrete gravity bulkhead section; (b) a
933-foot-long uncontrolled concrete
gravity ogee spillway; (c) a 65-foot-long
gravity bulkhead section; and (d) a
1,287-foot-long, 88-foot-high earth
embankment; (2) a 1,155 acre reservoir
with a normal water surface elevation of
838.1 feet above msl; (3) a powerhouse
integral to the dam, situated between
the bulkhead on the left bank and the
ogee spillway, containing three main
vertical Francis-type turbines and two
smaller vertical Francis-type turbines
directly connected to five generators,
the three main generators rated at 8,970
kW, and the two smaller rated at 450
kW for a total installed capacity of 25.7
MW; and (4) other appurtenances.
(5) The Cowans Ford development
consists of the following existing
facilities: (1) The Cowans Ford dam
consisting of: (a) A 3,535-foot-long
embankment; (b) a 209.5-foot-long
gravity bulkhead; (c) a 465-foot-long
concrete ogee spillway with eleven
Taintor gates, each 35-feet-wide by 25feet-high; (d) a 276-foot-long bulkhead;
and (e) a 3,924-foot-long earth
embankment; (2) a 3,134-foot-long
saddle dam (Hicks Crossroads); (3) a
32,339 acre reservoir with a normal
water surface elevation of 760 feet above
msl; (4) a powerhouse integral to the
dam, situated between the spillway and
the bulkhead near the right
embankment, containing four vertical
Kaplan-type turbines directly connected
to four generators rated at 83,125 kW for
a total installed capacity of 332.5 MW;
and (5) other appurtenances.
(6) The Mountain Island development
consists of the following existing
facilities: (1) The Mountain Island dam
consisting of: (a) A 997-foot-long, 97foot-high uncontrolled concrete gravity
ogee spillway; (b) a 259-foot-long
bulkhead on the left side of the
powerhouse; (c) a 200-foot-long
bulkhead on the right side of the
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powerhouse; (d) a 75-foot-long concrete
core wall; and (e) a 670-foot-long, 140foot-high earth embankment; (2) a 3,117
acre reservoir with a normal water
surface elevation of 647.5 feet above
msl; (3) a powerhouse integral to the
dam, situated between the two
bulkheads, containing four vertical
Francis-type turbines directly connected
to four generators rated at 15,000 kW for
a total installed capacity of 55.1 MW;
and (4) other appurtenances.
(7) The Wylie development consists of
the following existing facilities: (1) The
Wylie dam consisting of: (a) A 234-footlong bulkhead; (b) a 790.92-foot-long
ogee spillway section that contains 2
controlled sections with a total of eleven
Stoney gates, each 45-feet-wide by 30feet-high, separated by an uncontrolled
section with no gates; (c) a 400.92-footlong bulkhead; and (d) a 1,595-foot-long
earth embankment; (2) a 12,177 acre
reservoir with a normal water surface
elevation of 569.4 feet above msl; (3) a
powerhouse integral to the dam,
situated between the bulkhead and the
spillway near the left bank, containing
four vertical Francis-type turbines
directly connected to four generators
rated at 18,000 kW for a total installed
capacity of 69 MW; and (4) other
appurtenances.
(8) The Fishing Creek development
consists of the following existing
facilities: (1) The Fishing Creek dam
consisting of: (a) A 114-foot-long, 97foot-high uncontrolled concrete ogee
spillway; (b) a 1,210-foot-long concrete
gravity, ogee spillway with twenty-two
Stoney gates, each 45-feet-wide by 25feet-high; and (c) a 214-foot-long
concrete gravity bulkhead structure; (2)
a 3,431 acre reservoir with a normal
water surface elevation of 417.2 feet
above msl; (3) a powerhouse integral to
the dam, situated between the gated
spillway and the bulkhead structure
near the right bank, containing five
vertical Francis-type turbines directly
connected to five generators two rated at
10,530 kW and three rated at 9,450 kW
for a total installed capacity of 48.1 MW;
and (4) other appurtenances.
(9) The Great Falls-Dearborn
development consists of the following
existing facilities: (1) The Great Falls
diversion dam consisting of a 1,559foot-long concrete section; (2) the
Dearborn dam consisting of: (a) A 160foot-long, 103-foot-high, concrete
embankment; (b) a 150-foot-long, 103foot-high intake and bulkhead section;
and (c) a 75-foot-long, 103-foot-high
bulkhead section; (3) the Great Falls
dam consisting of: (a) a 675-foot-long,
103-foot-high concrete embankment
situated in front of the Great Falls
Powerhouse (and joined to the Dearborn
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dam embankment); and (b) a 250-footlong intake section (within the
embankment); (4) the Great Falls
bypassed spillway and headworks
section consisting of: (a) a 446.7-footlong short concrete bypassed reach
uncontrolled spillway with a gated
trashway (main spillway); (b) a 583.5foot-long concrete headworks
uncontrolled spillway with 4-foot-high
flashboards (canal spillway); and (c) a
262-foot-long concrete headworks
section situated perpendicular to the
main spillway and the canal spillway,
containing ten openings, each 16-feetwide; (5) a 353 acre reservoir with a
normal water surface elevation of 355.8
feet above msl; (6) two powerhouses
separated by a retaining wall, consisting
of: (a) Great Falls powerhouse:
Containing eight horizontal Francis-type
turbines directly connected to eight
generators rated at 3,000 kW for an
installed capacity of 24.0 MW, and (b)
Dearborn powerhouse: containing three
vertical Francis-type turbines directly
connected to three generators rated at
15,000 kW for an installed capacity of
42.0 MW, for a total installed capacity
of 66.0 MW; and (7) other
appurtenances.
(10) The Rocky Creek-Cedar Creek
development consists of the following
existing facilities: (1) A U-shaped
concrete gravity overflow spillway with
(a) a 130-foot-long section (on the east
side) that forms a forebay canal to the
Cedar Creek powerhouse and contains
two Stoney gate, each 45-feet-wide by
25-feet-high; (b) a 1,025-foot-long, 69foot-high concrete gravity overflow
spillway; and (c) a 213-foot-long section
(on the west side) that forms the upper
end of the forebay canal for the Rocky
Creek powerhouse; (2) a 450-foot-long
concrete gravity bulkhead section that
completes the lower end of the Rocky
Creek forebay canal; (3) a 748 acre
reservoir with a normal water surface
elevation of 284.4 feet above msl; (4)
two powerhouses consisting of: (a)
Cedar Creek powerhouse (on the east):
containing three vertical Francis-type
turbines directly connected to three
generators, one rated at 15,000 kW, and
two rated at 18,000 kW for an installed
capacity of 43.0 MW; and (b) Rocky
Creek powerhouse (on the west):
containing eight horizontal twin-runner
Francis-type turbines directly connected
to eight generators, six rated at 3,000 kW
and two rated at 4,500 kW for an
installed capacity of 25.8 MW, for a total
installed capacity of 68.8 MW; and (5)
other appurtenances.
(11) The Wateree development
consists of the following existing
facilities: (1) The Wateree dam
consisting of: (a) A 1,450 foot-long
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uncontrolled concrete gravity ogee
spillway; and (b) a 1,370-foot-long earth
embankment; (2) a 13,025 acre reservoir
with a normal water surface elevation of
225.5 feet above msl; (3) a powerhouse
integral to the dam, situated between
the spillway and the earth embankment,
containing five vertical Francis-type
turbines directly connected to five
generators, two rated at 17,100 kW and
three rated at 18,050 kW for a total
installed capacity of 82.0 MW; and (4)
other appurtenances.
m. A copy of the application is
available for review at the Commission
in the Public Reference Room or may be
viewed on the Commission’s Web site at
https://www.ferc.gov using the
‘‘eLibrary’’ link. Enter the docket
number excluding the last three digits in
the docket number field to access the
document. For assistance, contact FERC
Online Support at
FERCOnlineSupport@ferc.gov or tollfree at 1–866–208–3676, or for TTY,
(202) 502–8659. A copy is also available
for inspection and reproduction at the
address in item h above.
You may also register online at
https://www.ferc.gov/docs-filing/
esubscription.asp to be notified via email of new filings and issuances
related to this or other pending projects.
For assistance, contact FERC Online
Support.
n. Scoping Process: The Commission
intends to prepare an Environmental
Impact Statement (EIS) on the project in
accordance with the National
Environmental Policy Act. The EIS will
consider both site-specific and
cumulative environmental impacts and
reasonable alternatives to the proposed
action.
Evening Scoping Meeting #2
Date: Tuesday, March 27, 2007.
Time: 7 p.m.–9 p.m. (EST),
Place: Charles Mack Citizens Center,
(Town of Mooresville Citizen Center),
Address: 215 North Main St.,
Mooresville, NC, 704–662–3334.
Daytime (Agency) Scoping Meeting
Date: Wednesday, March 28, 2007.
Time: 9 p.m.–4 p.m. (EST).
Place: Baxter Hood Center (York
Technical College.)
Address: 452 S. Anderson Rd., Rock
Hill, SC, 803–981–7100.
Evening Scoping Meeting #3
Date: Wednesday, March 28, 2007.
Time: 7 p.m.–9 p.m. (EST).
Place: Baxter Hood Center (York
Technical College).
Address: 452 S. Anderson Rd., Rock
Hill, SC, 803–981–7100.
Evening Scoping Meeting #4
Date: Thursday, March 29, 2007.
Time: 7 p.m.–9 p.m. (EST).
Place: Shrine Club.
Address: 1381 Kershaw Hwy.,
Camden, SC, 803–432–7335.
Copies of the SD1 outlining the
subject areas to be addressed in the EIS
were distributed to the parties on the
Commission’s mailing list. Copies of the
SD1 will be available at the scoping
meeting or may be viewed on the web
at https://www.ferc.gov using the
‘‘eLibrary’’ link (see item m above).
Site Visit
Due to the size and distance between
locations, site visits are not yet
scheduled for this project.
sroberts on PROD1PC70 with NOTICES
Scoping Meetings
FERC staff will conduct one agency
scoping meeting and three public
meetings. The agency scoping meeting
will focus on resource agency and nongovernmental organization (NGO)
concerns, while the public scoping
meetings are primarily for public input.
All interested individuals,
organizations, and agencies are invited
to attend one or more of the meetings,
and to assist the staff in identifying the
scope of the environmental issues that
should be analyzed in the EIS. The
times and locations of these meetings
are as follows:
Objectives
At the scoping meetings, the staff will:
(1) Summarize the environmental issues
tentatively identified for analysis in the
EIS; (2) solicit from the meeting
participants all available information,
especially quantifiable data, on the
resources at issue; (3) encourage
statements from experts and the public
on issues that should be analyzed in the
EIS, including viewpoints in opposition
to, or in support of, the staff’s
preliminary views; (4) determine the
resource issues to be addressed in the
EIS; and (5) identify those issues that
require a detailed analysis, as well as
those issues that do not require a
detailed analysis.
Evening Scoping Meeting #1
Date: Monday, March 26, 2007.
Time: 7 p.m.–9 p.m. (EST).
Place: Moore Hall Auditorium,
Western Piedmont Community College.
Address: 1001 Burkemont Ave,
Morganton, NC, 828–433–4067.
Procedures
The meetings are recorded by a
stenographer and become part of the
formal record of the Commission
proceeding on the project.
Individuals, organizations, and
agencies with environmental expertise
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and concerns are encouraged to attend
the meeting and to assist the staff in
defining and clarifying the issues to be
addressed in the EIS.
Magalie R. Salas,
Secretary.
[FR Doc. E7–3978 Filed 3–6–07; 8:45 am]
BILLING CODE 6717–01–P
DEPARTMENT OF ENERGY
Federal Energy Regulatory
Commission
[Project No. 12611–000]
Verdant Power, Inc.; Notice of Scoping
Meetings and Site Visit and Soliciting
Scoping Comments
March 1, 2007.
a. Type of Application to be Filed:
Original Major License.
b. Project No.: 12611–000.
c. Anticipated Filing Date: September
30, 2007.
d. Submitted By: Verdant Power, Inc.
e. Name of Project: Roosevelt Island
Tidal Energy Project.
f. Location: In the East River, in New
York, New York. The project would not
occupy federal land.
g. Filed Pursuant to: Federal Power
Act, 16 U.S.C. 791(a)–825(r).
h. Applicant Contact: Mr. Ron F.
Smith, Verdant Power, Inc., 4640 13th
Street, North Arlington, VA 22207, (703)
204–3436, rsmith@verdantpower.com.
i. FERC Contact: Tom Dean, (202)
502–6041, or at thomas.dean@ferc.gov.
j. We are asking federal, state, local,
and tribal agencies with jurisdiction
and/or special expertise with respect to
environmental issues to cooperate with
us in the preparation of the
environmental document. Currently, the
U.S. Army Corps of Engineers and the
U.S. Environmental Protection Agency
have requested cooperating agency
status. Other agencies who would like to
request cooperating status should follow
the instructions for filing comments
described in paragraph k below.
Cooperating agencies should note the
Commission’s policy that agencies that
cooperate in the preparation of the
environmental document cannot also
intervene. See, 94 FERC ¶ 61,076 (2001).
k. Deadline for requesting cooperating
agency status or filing scoping
comments: April 30, 2007.
All documents (original and eight
copies) should be filed with: Secretary,
Federal Energy Regulatory Commission,
888 First Street, NE., Room 1A,
Washington, DC 20426.
Scoping comments and requests for
cooperating agency status may be filed
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]]>Agencies
[Federal Register Volume 72, Number 44 (Wednesday, March 7, 2007)]
[Notices]
[Pages 10205-10207]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: E7-3978]
-----------------------------------------------------------------------
DEPARTMENT OF ENERGY
Federal Energy Regulatory Commission
[Project No.: P-2232-522]
Duke Energy LLC.; Notice of Intent To Prepare an Environmental
Impact Statement and Notice of Scoping Meetings and Soliciting Scoping
Comments
February 28, 2007.
Take notice that the following hydroelectric application was filed
with Commission and is available for public inspection:
a. Type of Application: New Major License.
b. Project No.: P-2232-522.
c. Dates filed: August 29, 2006.
d. Applicant: Duke Energy Carolinas, LLC.
e. Name of Project: Catawba-Wateree Hydroelectric Project.
f. Locations: The Catawba-Wateree Project is located on the Catawba
River in Alexander, Burke, Caldwell, Catawba, Gaston, Iredell, Lincoln,
McDowell, and Mecklenburg counties, North Carolina, and on the Catawba
and Wateree Rivers in the counties of Chester, Fairfield, Kershaw,
Lancaster, and York, South Carolina. There are no federal lands
affected by these projects.
g. Filed Pursuant to: Federal Power Act, 16 U.S.C. 791(a)-825(r).
h. Applicant Contacts: Jeffrey G. Lineberger, Catawba-Wateree Hydro
Relicensing Manager; and E. Mark Oakley, Catawba-Wateree Relicensing
Project Manager, Duke Energy, Mail Code EC12Y, P.O. Box 1006,
Charlotte, NC 28201-1006.
i. FERC Contacts: Sean Murphy at (202) 502-6145 or
sean.murphy@ferc.gov.
j. Deadline for filing scoping comments: April 30, 2007.
All documents (original and eight copies) should be filed with:
Secretary, Federal Energy Regulatory Commission, 888 First Street, NE.,
Washington, DC 20426.
The Commission's Rules of Practice and Procedure require all
intervenors filing documents with the Commission to serve a copy of
that document on each person on the official service list for the
project. Further, if an intervenor files comments or documents with the
Commission relating to the merits of an issue that may affect the
responsibilities of a particular resource agency, they must also serve
a copy of the document on that resource agency.
Scoping comments may be filed electronically via the Internet in
lieu of paper. The Commission strongly encourages electronic filings.
See 18 CFR 385.2001(a)(1)(iii) and the instructions on the Commission's
Web site (https://www.ferc.gov) under the ``e-Filing'' link.
k. This application is not ready for environmental analysis at this
time.
l. The existing Catawba-Wateree Project consists of eleven
developments:
(1) The Bridgewater development consists of the following existing
facilities: (1) The Catawba dam consisting of: (a) A 1,650-foot-long,
125-foot-high earth embankment; (b) a 305-foot-long, 120-foot-high
concrete gravity ogee spillway; and (c) a 850-foot-long, 125-foot-high
earth embankment; (2) the Paddy Creek dam consisting of: a 1,610-foot-
long, 165-foot-high earth embankment; (3) the Linville dam consisting
of: a 1,325-foot-long, 160-foot-high earth embankment; (4) a 430-foot-
long uncontrolled low overflow weir spillway situated between Paddy
Creek Dam and Linville Dam; (5) a 6,754 acre reservoir formed by
Catawba, Paddy Creek, and Linville with a normal water surface
elevation of 1,200 feet above msl; (6) a 900-foot-long concrete-lined
intake tunnel; (7) a powerhouse containing two vertical Francis-type
turbines directly connected to two generators, each rated at 10,000 kW,
for a total installed capacity of 20.0 MW; and (8) other appurtenances.
(2) The Rhodhiss development consists of the following existing
facilities: (1) The Rhodhiss dam consisting of: (a) A 119.58-foot-long
concrete gravity bulkhead; (b) a 800-foot-long, 72-foot-high concrete
gravity ogee spillway; (c) a 122.08-foot-long concrete gravity bulkhead
with an additional 8-foot-high floodwall; and (d) a 283.92-foot-long
rolled fill earth embankment; (2) a 2,724 acre reservoir with a normal
water surface elevation of 995.1 feet above msl; (4) a powerhouse
integral to the dam, situated between the bulkhead on the left bank and
the ogee spillway section, containing three vertical Francis-type
turbines directly connected to three generators, two rated at 12,350
kW, one rated at 8,500 kW for a total installed capacity of 28.4 MW;
and (5) other appurtenances.
(3) The Oxford development consists of the following existing
facilities: (1) The Oxford dam consisting of: (a) A 74.75-foot-long
soil nail wall; (b) a 193-
[[Page 10206]]
foot-long emergency spillway; (c) a 550-foot-long gated concrete
gravity spillway; (d) a 112-foot-long embankment wall situated above
the powerhouse; and (e) a 429.25-foot-long earth embankment; (2) a
4,072 acre reservoir with a normal water surface elevation of 935 feet
above msl; (4) a powerhouse integral to the dam, situated between the
gated spillway and the earth embankment, containing two vertical
Francis-type turbines directly connected to two generators, each rated
at 18,000 kW for a total installed capacity of 35.7 MW; and (5) other
appurtenances.
(4) The Lookout Shoals development consists of the following
existing facilities: (1) The Lookout Shoals dam consisting of: (a) A
282.08-foot-long concrete gravity bulkhead section; (b) a 933-foot-long
uncontrolled concrete gravity ogee spillway; (c) a 65-foot-long gravity
bulkhead section; and (d) a 1,287-foot-long, 88-foot-high earth
embankment; (2) a 1,155 acre reservoir with a normal water surface
elevation of 838.1 feet above msl; (3) a powerhouse integral to the
dam, situated between the bulkhead on the left bank and the ogee
spillway, containing three main vertical Francis-type turbines and two
smaller vertical Francis-type turbines directly connected to five
generators, the three main generators rated at 8,970 kW, and the two
smaller rated at 450 kW for a total installed capacity of 25.7 MW; and
(4) other appurtenances.
(5) The Cowans Ford development consists of the following existing
facilities: (1) The Cowans Ford dam consisting of: (a) A 3,535-foot-
long embankment; (b) a 209.5-foot-long gravity bulkhead; (c) a 465-
foot-long concrete ogee spillway with eleven Taintor gates, each 35-
feet-wide by 25-feet-high; (d) a 276-foot-long bulkhead; and (e) a
3,924-foot-long earth embankment; (2) a 3,134-foot-long saddle dam
(Hicks Crossroads); (3) a 32,339 acre reservoir with a normal water
surface elevation of 760 feet above msl; (4) a powerhouse integral to
the dam, situated between the spillway and the bulkhead near the right
embankment, containing four vertical Kaplan-type turbines directly
connected to four generators rated at 83,125 kW for a total installed
capacity of 332.5 MW; and (5) other appurtenances.
(6) The Mountain Island development consists of the following
existing facilities: (1) The Mountain Island dam consisting of: (a) A
997-foot-long, 97-foot-high uncontrolled concrete gravity ogee
spillway; (b) a 259-foot-long bulkhead on the left side of the
powerhouse; (c) a 200-foot-long bulkhead on the right side of the
powerhouse; (d) a 75-foot-long concrete core wall; and (e) a 670-foot-
long, 140-foot-high earth embankment; (2) a 3,117 acre reservoir with a
normal water surface elevation of 647.5 feet above msl; (3) a
powerhouse integral to the dam, situated between the two bulkheads,
containing four vertical Francis-type turbines directly connected to
four generators rated at 15,000 kW for a total installed capacity of
55.1 MW; and (4) other appurtenances.
(7) The Wylie development consists of the following existing
facilities: (1) The Wylie dam consisting of: (a) A 234-foot-long
bulkhead; (b) a 790.92-foot-long ogee spillway section that contains 2
controlled sections with a total of eleven Stoney gates, each 45-feet-
wide by 30-feet-high, separated by an uncontrolled section with no
gates; (c) a 400.92-foot-long bulkhead; and (d) a 1,595-foot-long earth
embankment; (2) a 12,177 acre reservoir with a normal water surface
elevation of 569.4 feet above msl; (3) a powerhouse integral to the
dam, situated between the bulkhead and the spillway near the left bank,
containing four vertical Francis-type turbines directly connected to
four generators rated at 18,000 kW for a total installed capacity of 69
MW; and (4) other appurtenances.
(8) The Fishing Creek development consists of the following
existing facilities: (1) The Fishing Creek dam consisting of: (a) A
114-foot-long, 97-foot-high uncontrolled concrete ogee spillway; (b) a
1,210-foot-long concrete gravity, ogee spillway with twenty-two Stoney
gates, each 45-feet-wide by 25-feet-high; and (c) a 214-foot-long
concrete gravity bulkhead structure; (2) a 3,431 acre reservoir with a
normal water surface elevation of 417.2 feet above msl; (3) a
powerhouse integral to the dam, situated between the gated spillway and
the bulkhead structure near the right bank, containing five vertical
Francis-type turbines directly connected to five generators two rated
at 10,530 kW and three rated at 9,450 kW for a total installed capacity
of 48.1 MW; and (4) other appurtenances.
(9) The Great Falls-Dearborn development consists of the following
existing facilities: (1) The Great Falls diversion dam consisting of a
1,559-foot-long concrete section; (2) the Dearborn dam consisting of:
(a) A 160-foot-long, 103-foot-high, concrete embankment; (b) a 150-
foot-long, 103-foot-high intake and bulkhead section; and (c) a 75-
foot-long, 103-foot-high bulkhead section; (3) the Great Falls dam
consisting of: (a) a 675-foot-long, 103-foot-high concrete embankment
situated in front of the Great Falls Powerhouse (and joined to the
Dearborn dam embankment); and (b) a 250-foot-long intake section
(within the embankment); (4) the Great Falls bypassed spillway and
headworks section consisting of: (a) a 446.7-foot-long short concrete
bypassed reach uncontrolled spillway with a gated trashway (main
spillway); (b) a 583.5-foot-long concrete headworks uncontrolled
spillway with 4-foot-high flashboards (canal spillway); and (c) a 262-
foot-long concrete headworks section situated perpendicular to the main
spillway and the canal spillway, containing ten openings, each 16-feet-
wide; (5) a 353 acre reservoir with a normal water surface elevation of
355.8 feet above msl; (6) two powerhouses separated by a retaining
wall, consisting of: (a) Great Falls powerhouse: Containing eight
horizontal Francis-type turbines directly connected to eight generators
rated at 3,000 kW for an installed capacity of 24.0 MW, and (b)
Dearborn powerhouse: containing three vertical Francis-type turbines
directly connected to three generators rated at 15,000 kW for an
installed capacity of 42.0 MW, for a total installed capacity of 66.0
MW; and (7) other appurtenances.
(10) The Rocky Creek-Cedar Creek development consists of the
following existing facilities: (1) A U-shaped concrete gravity overflow
spillway with (a) a 130-foot-long section (on the east side) that forms
a forebay canal to the Cedar Creek powerhouse and contains two Stoney
gate, each 45-feet-wide by 25-feet-high; (b) a 1,025-foot-long, 69-
foot-high concrete gravity overflow spillway; and (c) a 213-foot-long
section (on the west side) that forms the upper end of the forebay
canal for the Rocky Creek powerhouse; (2) a 450-foot-long concrete
gravity bulkhead section that completes the lower end of the Rocky
Creek forebay canal; (3) a 748 acre reservoir with a normal water
surface elevation of 284.4 feet above msl; (4) two powerhouses
consisting of: (a) Cedar Creek powerhouse (on the east): containing
three vertical Francis-type turbines directly connected to three
generators, one rated at 15,000 kW, and two rated at 18,000 kW for an
installed capacity of 43.0 MW; and (b) Rocky Creek powerhouse (on the
west): containing eight horizontal twin-runner Francis-type turbines
directly connected to eight generators, six rated at 3,000 kW and two
rated at 4,500 kW for an installed capacity of 25.8 MW, for a total
installed capacity of 68.8 MW; and (5) other appurtenances.
(11) The Wateree development consists of the following existing
facilities: (1) The Wateree dam consisting of: (a) A 1,450 foot-long
[[Page 10207]]
uncontrolled concrete gravity ogee spillway; and (b) a 1,370-foot-long
earth embankment; (2) a 13,025 acre reservoir with a normal water
surface elevation of 225.5 feet above msl; (3) a powerhouse integral to
the dam, situated between the spillway and the earth embankment,
containing five vertical Francis-type turbines directly connected to
five generators, two rated at 17,100 kW and three rated at 18,050 kW
for a total installed capacity of 82.0 MW; and (4) other appurtenances.
m. A copy of the application is available for review at the
Commission in the Public Reference Room or may be viewed on the
Commission's Web site at https://www.ferc.gov using the ``eLibrary''
link. Enter the docket number excluding the last three digits in the
docket number field to access the document. For assistance, contact
FERC Online Support at FERCOnlineSupport@ferc.gov or toll-free at 1-
866-208-3676, or for TTY, (202) 502-8659. A copy is also available for
inspection and reproduction at the address in item h above.
You may also register online at https://www.ferc.gov/docs-filing/
esubscription.asp to be notified via e-mail of new filings and
issuances related to this or other pending projects. For assistance,
contact FERC Online Support.
n. Scoping Process: The Commission intends to prepare an
Environmental Impact Statement (EIS) on the project in accordance with
the National Environmental Policy Act. The EIS will consider both site-
specific and cumulative environmental impacts and reasonable
alternatives to the proposed action.
Scoping Meetings
FERC staff will conduct one agency scoping meeting and three public
meetings. The agency scoping meeting will focus on resource agency and
non-governmental organization (NGO) concerns, while the public scoping
meetings are primarily for public input. All interested individuals,
organizations, and agencies are invited to attend one or more of the
meetings, and to assist the staff in identifying the scope of the
environmental issues that should be analyzed in the EIS. The times and
locations of these meetings are as follows:
Evening Scoping Meeting 1
Date: Monday, March 26, 2007.
Time: 7 p.m.-9 p.m. (EST).
Place: Moore Hall Auditorium, Western Piedmont Community College.
Address: 1001 Burkemont Ave, Morganton, NC, 828-433-4067.
Evening Scoping Meeting 2
Date: Tuesday, March 27, 2007.
Time: 7 p.m.-9 p.m. (EST),
Place: Charles Mack Citizens Center, (Town of Mooresville Citizen
Center),
Address: 215 North Main St., Mooresville, NC, 704-662-3334.
Daytime (Agency) Scoping Meeting
Date: Wednesday, March 28, 2007.
Time: 9 p.m.-4 p.m. (EST).
Place: Baxter Hood Center (York Technical College.)
Address: 452 S. Anderson Rd., Rock Hill, SC, 803-981-7100.
Evening Scoping Meeting 3
Date: Wednesday, March 28, 2007.
Time: 7 p.m.-9 p.m. (EST).
Place: Baxter Hood Center (York Technical College).
Address: 452 S. Anderson Rd., Rock Hill, SC, 803-981-7100.
Evening Scoping Meeting 4
Date: Thursday, March 29, 2007.
Time: 7 p.m.-9 p.m. (EST).
Place: Shrine Club.
Address: 1381 Kershaw Hwy., Camden, SC, 803-432-7335.
Copies of the SD1 outlining the subject areas to be addressed in
the EIS were distributed to the parties on the Commission's mailing
list. Copies of the SD1 will be available at the scoping meeting or may
be viewed on the web at https://www.ferc.gov using the ``eLibrary'' link
(see item m above).
Site Visit
Due to the size and distance between locations, site visits are not
yet scheduled for this project.
Objectives
At the scoping meetings, the staff will: (1) Summarize the
environmental issues tentatively identified for analysis in the EIS;
(2) solicit from the meeting participants all available information,
especially quantifiable data, on the resources at issue; (3) encourage
statements from experts and the public on issues that should be
analyzed in the EIS, including viewpoints in opposition to, or in
support of, the staff's preliminary views; (4) determine the resource
issues to be addressed in the EIS; and (5) identify those issues that
require a detailed analysis, as well as those issues that do not
require a detailed analysis.
Procedures
The meetings are recorded by a stenographer and become part of the
formal record of the Commission proceeding on the project.
Individuals, organizations, and agencies with environmental
expertise and concerns are encouraged to attend the meeting and to
assist the staff in defining and clarifying the issues to be addressed
in the EIS.
Magalie R. Salas,
Secretary.
[FR Doc. E7-3978 Filed 3-6-07; 8:45 am]
BILLING CODE 6717-01-P
