Notice of Application Accepted for Filing and Soliciting Motions To Intervene and Protests, 28827-28829 [2013-11667]
Download as PDF
Federal Register / Vol. 78, No. 95 / Thursday, May 16, 2013 / Notices
tkelley on DSK3SPTVN1PROD with NOTICES
acre impoundment with a 72-acre-foot
storage capacity and a normal maximum
water surface elevation of 631.79 feet
msl; (4) a 28-foot-long, 36-foot-wide
gatehouse; (5) a 30-foot-long, 16-foothigh gated intake structure; (6) one 7foot-diameter, 150-foot-long buried steel
penstock and one 10-foot-diameter, 150foot-long buried, steel penstock; (7) a
54.5-foot-long, 30.5-foot-wide concretebrick powerhouse containing a 600-kW
turbine-generator unit and a 1,200-kW
turbine-generator unit for a total
installed capacity of 1,800 kW; (8) one
17.5-foot-long concrete-lined tailrace
and one 14.0-foot-long concrete-lined
tailrace; (9) a 435-foot-long, 34.5-kV
transmission line connecting the
powerhouse to the regional grid; and
(10) appurtenant facilities.
The Morrisville Development
bypasses approximately 380 feet of the
Lamoille River.
Cadys Falls Development
The existing Cadys Falls Development
is located on the Lamoille River
approximately 1 mile downstream of the
Morrisville Development and consists
of: (1) A 364-foot-long, 41-foot-high
concrete gravity dam comprised of a 23foot-long embankment section, a 186foot-long spillway section with 3.5-foothigh wooden flashboards and a crest
elevation of 576.89 feet msl, a 60-footlong intake and gatehouse section, and
a 95-foot-long non-overflow section; (2)
a 150-acre impoundment (Lake
Lamoille) with a 72-acre-foot storage
capacity and a normal maximum water
surface elevation of 580.39 feet msl; (3)
a 29-foot-long, 40-foot-wide gatehouse;
(4) an 18.0-foot-long, 9.2-foot-high gated
intake structure; (5) a buried, steel
penstock that includes a 7-footdiameter, 1,110-foot-long section
leading to a 35.6-foot-high, 29.7-footdiameter concrete surge tank and
bifurcating into a 90-foot-long, 8-footdiameter section and a 30-foot-long, 9foot-diameter section; (6) a 96-foot-long,
46-foot-wide concrete-brick powerhouse
containing a 600-kW turbine-generator
unit and a 700-kW turbine-generator
unit for a total installed capacity of
1,300 kW; (7) a 12-foot-long concretelined tailrace; (8) a 150-foot-long, 34.5kV transmission line connecting the
powerhouse to the regional grid; and (9)
appurtenant facilities.
The Cadys Falls Development
bypasses approximately 1,690 feet of the
Lamoille River.
The Green River and Lake Elmore
developments are operated in seasonal
store and release mode and the
Morrisville and Cadys Falls
developments are operated in run-ofriver mode. The existing license
VerDate Mar<15>2010
18:13 May 15, 2013
Jkt 229001
requires instantaneous minimum flows
of 5.5 cubic feet per second (cfs) in the
tailrace of the Green River Development;
135 cfs and 12 cfs in the tailrace and
bypassed reach of the Morrisville
Development, respectively; and 150 cfs
in the tailrace of the Cadys Falls
Development. Morrisville proposes to
maintain existing project operations and
provide additional minimum flows of 4
cfs over the back spillway at the
Morrisville Development and 12 cfs in
the bypassed reach at the Cadys Falls
Development. Morrisville also proposes
to remove the Lake Elmore Development
from the project and remove a 0.4-acre
parcel of property at the Morrisville
Development from the project boundary.
l. Locations of the Application: 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.
m. 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. Procedural Schedule: The
application will be processed according
to the following preliminary Hydro
Licensing Schedule. Revisions to the
schedule may be made as appropriate.
Milestone
Target date
Notice of Acceptance/Notice
of Ready for Environmental Analysis.
Filing of recommendations,
preliminary terms and
conditions, and fishway
prescriptions.
Commission issues NonDraft EA.
Comments on EA ................
Modified terms and conditions.
June 2013.
August 2013.
December
2013.
January 2014.
March 2014.
o. Final amendments to the
application must be filed with the
Commission no later than 30 days from
the issuance date of the notice of ready
for environmental analysis.
PO 00000
Frm 00032
Fmt 4703
Sfmt 4703
28827
Dated: May 8, 2013.
Kimberly D. Bose,
Secretary.
[FR Doc. 2013–11640 Filed 5–15–13; 8:45 am]
BILLING CODE 6717–01–P
DEPARTMENT OF ENERGY
Federal Energy Regulatory
Commission
Notice of Application Accepted for
Filing and Soliciting Motions To
Intervene and Protests
Project Nos.
Clean River Power MR–1,
LLC ....................................
Clean River Power MR–2,
LLC ....................................
Clean River Power MR–3,
LLC ....................................
Clean River Power MR–5,
LLC ....................................
Clean River Power MR–6,
LLC ....................................
Clean River Power MR–7,
LLC ....................................
Clean River Power MR–8,
LLC ....................................
P–13404–002
P–13405–002
P–13406–002
P–13407–002
P–13408–002
P–13411–002
P–13412–002
Take notice that the following
hydroelectric applications have been
filed with the Commission and are
available for public inspection.
a. Type of Applications: Original
Major Licenses.
b. Project Nos.: 13404–002, 13405–
002, 13406–002, 13407–002, 13408–002,
13411–002, and 13412–002.
c. Date filed: October 31, 2012.
d. Applicants: Clean River Power
MR–1, LLC; Clean River Power MR–2,
LLC; Clean River Power MR–3, LLC;
Clean River Power MR–5, LLC; Clean
River Power MR–6, LLC; Clean River
Power MR–7, LLC; and Clean River
Power MR–8, LLC (Clean River Power),
subsidiaries of Free Flow Power
Corporation.
e. Name of Projects: Beverly Lock and
Dam Water Power Project, P–13404–
002; Devola Lock and Dam Water Power
Project, P–13405–002; Malta/
McConnelsville Lock and Dam Water
Power Project, P–13406–002; Lowell
Lock and Dam Water Power Project, P–
13407–002; Philo Lock and Dam Water
Power Project, P–13408–002; Rokeby
Lock and Dam Water Power Project, P–
13411–002; and Zanesville Lock and
Dam Water Power Project, P–13412–
002.
f. Locations: At existing locks and
dams on the Muskingum River in
Washington, Morgan, and Muskingum
counties, Ohio (see table below for
specific project locations). The locks
and dams were formally owned and
E:\FR\FM\16MYN1.SGM
16MYN1
28828
Federal Register / Vol. 78, No. 95 / Thursday, May 16, 2013 / Notices
operated by the U.S. Army Corps of
Engineers, but are now owned and
operated by the Ohio Department of
Natural Resources, Division of Parks
and Recreation.
Projects
County(s)
City/town
P–13404–002 ...................
P–13405–002 ...................
P–13406–002 ...................
Beverly Lock and Dam ......................
Devola Lock and Dam .......................
Malta/McConnelsville Lock and Dam
Washington and Morgan ...................
Washington ........................................
Morgan ..............................................
P–13407–002
P–13408–002
P–13411–002
P–13412–002
tkelley on DSK3SPTVN1PROD with NOTICES
Project No.
Lowell Lock and Dam ........................
Philo Lock and Dam ..........................
Rokeby Lock and Dam ......................
Zanesville Lock and Dam ..................
Washington ........................................
Muskingum ........................................
Morgan and Muskingum ....................
Muskingum ........................................
Upstream of the City of Beverly, OH.
Near the City of Devola, OH.
On the southern shore of the Town
of McConnelsville, OH.
West of the City of Lowell, OH.
North of the City of Philo, OH.
Near the City of Rokeby, OH.
Near the center of the City of Zanesville, OH.
...................
...................
...................
...................
g. Filed Pursuant to: Federal Power
Act 16 U.S.C. 791 (a)–825(r).
h. Applicant Contacts: Ramya
Swaminathan, Chief Operating Officer,
Free Flow Power Corporation, 239
Causeway Street, Suite 300, Boston, MA
02114; or at (978) 283–2822.
Daniel Lissner, General Counsel, Free
Flow Power Corporation, 239 Causeway
Street, Suite 300, Boston, MA 02114; or
at (978) 283–2822.
Alan Topalian, Regulatory Attorney,
Free Flow Power Corporation, 239
Causeway Street, Suite 300, Boston, MA
02114; or at (978) 283–2822.
i. FERC Contact: Aaron Liberty at
(202) 502–6862; or email at
aaron.liberty@ferc.gov.
j. Deadline for filing motions to
intervene and protests: 60 days from the
issuance date of this notice.
All documents may be filed
electronically via the Internet. See 18
CFR 385.2001(a)(1)(iii) and the
instructions on the Commission’s Web
site https://www.ferc.gov/docs-filing/
efiling.asp. Commenters can submit
brief comments up to 6,000 characters,
without prior registration, using the
eComment system at https://
www.ferc.gov/docs-filing/
ecomment.asp. You must include your
name and contact information at the end
of your comments. For assistance,
please contact FERC Online Support at
FERCOnlineSupport@ferc.gov or toll
free at 1–866–208–3676, or for TTY,
(202) 502–8659. Although the
Commission strongly encourages
electronic filings, documents may also
be paper-filed. To paper-file, mail an
original and five copies to: Kimberly D.
Bose, Secretary, Federal Energy
Regulatory Commission, 888 First Street
NE., Washington, DC 20426.
The Commission’s Rules of Practice
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
VerDate Mar<15>2010
18:13 May 15, 2013
Jkt 229001
may affect the responsibilities of a
particular resource agency, they must
also serve a copy of the document on
that resource agency.
k. These applications have been
accepted for filing, but are not ready for
environmental analysis at this time.
l. The proposed Zanesville Lock and
Dam Project would be located at the
existing Zanesville dam on the
Muskingum River at RM 77.4. The
Zanesville dam is a 513-foot-long, 18.8foot-high dam that impounds a 470-acre
reservoir at a normal pool elevation of
686.27 NAVD 88. The project would
also consist of approximately 0.6 miles
of the existing 59-foot-wide canal from
the dam downstream to the proposed
powerhouse and the following new
facilities: (1) A 135-foot-long, 10-foothigh, 30-foot-wide intake structure with
trash racks that contain 2-inch clear bar
spacing; (2) two 10-foot diameter, 62foot-long buried steel penstocks; (3) a
45-foot by 37-foot powerhouse located
approximately 2,750 feet downstream of
the dam on the bank of the canal; (4)
two turbine-generator units providing a
combined installed capacity of 2 MW;
(5) a 31-foot-long, 37-foot-wide draft
tube; (6) a 10-foot-long, 50-foot-wide
tailrace; (7) a 40-foot by 40-foot
substation; (8) a 400-foot-long, threephase, overhead 69-kV transmission line
to connect the project substation to the
local utility distribution lines; and (9)
appurtenant facilities. The average
annual generation would be about
12,295 MWh.
The proposed Philo Lock and Dam
Project would be located at the existing
Philo dam on the Muskingum River at
RM 68.6. The Philo dam is a 730-footlong, 17-foot-high dam that impounds a
533-acre reservoir at a normal pool
elevation of 671.39 NAVD 88. The
applicant proposes to remove 128 feet of
the existing dam to construct a 40-footlong flap gate. The project would also
consist of the following new facilities:
(1) A 37-foot-long, 52-foot-high, 80-footwide intake structure with trash racks
PO 00000
Frm 00033
Fmt 4703
Sfmt 4703
that contain 2-inch clear bar spacing; (2)
a 75-foot by 160-foot powerhouse
located on the bank of the Muskingum
River opposite the existing lock; (3) two
turbine-generator units providing a
combined installed capacity of 3 MW;
(4) a 65-foot-long, 80-foot-wide draft
tube; (5) a 140-foot-long, 180-foot-wide
tailrace; (6) a 40-foot by 40-foot
substation; (7) a 1,600-foot-long, threephase, overhead 69-kV transmission line
to connect the project substation to the
local utility distribution lines; and (8)
appurtenant facilities. The average
annual generation would be about
15,957 MWh.
The proposed Rokeby Lock and Dam
Project would be located at the existing
Rokeby dam on the Muskingum River at
RM 57.4. The Rokeby dam is a 525-footlong, 20-foot-high dam that impounds a
615-acre reservoir at a normal pool
elevation of 660.3 NAVD 88. The project
would also consist of the following new
facilities: (1) A 37-foot-long, 52-foothigh, 80-foot-wide intake structure with
trash racks that contain 2-inch clear bar
spacing; (2) a 75-foot by 160-foot
powerhouse located on the bank of the
Muskingum River opposite the existing
lock; (3) two turbine-generator units
providing a combined installed capacity
of 4 MW; (4) a 65-foot-long, 75-footwide draft tube; (5) a 160-foot-long, 200foot-wide tailrace; (6) a 40-foot by 40foot substation; (7) a 490-foot-long,
three-phase, overhead 69-kV
transmission line to connect the project
substation to the local utility
distribution lines; and (8) appurtenant
facilities. The average annual generation
would be about 17,182 MWh.
The proposed Malta/McConnelsville
Lock and Dam Project would be located
at the existing Malta/McConnelsville
dam on the Muskingum River at RM
49.4. The Malta/McConnelsville dam is
a 605.5-foot-long, 15.2-foot-high dam
that impounds a 442-acre reservoir at a
normal pool elevation of 649.48 NAVD
88. The applicant proposes to remove
187.5 feet of the existing dam to
E:\FR\FM\16MYN1.SGM
16MYN1
tkelley on DSK3SPTVN1PROD with NOTICES
Federal Register / Vol. 78, No. 95 / Thursday, May 16, 2013 / Notices
construct a 100-foot-long overflow weir.
The project would also consist of the
following new facilities: (1) a 37-footlong, 52-foot-high, 80-foot-wide intake
structure with trash racks containing 2inch clear bar spacing; (2) a 80-foot by
160-foot powerhouse located adjacent to
the right bank of the dam; (3) two
turbine-generator units providing a
combined installed capacity of 4.0 MW;
(4) a 65-foot-long, 80-footwide draft
tube; (5) a 100-foot-long, 130-foot-wide
tailrace; (6) a 40-foot by 40-foot
substation; (7) a 1,500-foot-long, threephase, overhead 69-kV transmission line
to connect the project substation to the
local utility distribution lines; and (8)
appurtenant facilities. The average
annual generation would be about
21,895 MWh.
The proposed Beverly Lock and Dam
Project would be located at the existing
Beverly Lock and Dam on the
Muskingum River at river mile (RM)
24.6. The Beverly dam is a 535-footlong, 17-foot-high dam that impounds a
490-acre reservoir at a normal pool
elevation of 616.36 North American
Vertical Datum of 1988 (NAVD 88). The
project would also consist of the
following new facilities: (1) a 37-footlong, 52-foot-high, 88-foot-wide intake
structure with trash racks containing 2inch clear bar spacing; (2) a 75-foot by
160-foot powerhouse located
downstream of the dam on the left bank
of the Muskingum River; (3) two
turbine-generator units providing a
combined installed capacity of 3.0
megawatts (MW); (4) a 65-foot-long, 75foot-wide draft tube; (5) a 90-foot-long,
150-foot-wide tailrace; (6) a 40-foot by
40-foot substation; (7) a 970-foot-long,
three-phase, overhead 69-kilovolt (kV)
transmission line to connect the project
substation to the local utility
distribution lines; and (8) appurtenant
facilities. The average annual generation
would be about 17,853 megawatt-hours
(MWh).
The proposed Lowell Lock and Dam
Project would be located at the existing
Lowell dam on the Muskingum River at
RM 13.6. The Lowell dam is a 840-footlong, 18-foot-high dam that impounds a
628-acre reservoir at a normal pool
elevation of 607.06 NAVD 88. The
applicant proposes to remove 204 feet of
the existing dam to construct a 143.5foot-long overflow weir. The project
would also consist of the following new
facilities: (1) A 37-foot-long, 23-foothigh, 80-foot-wide intake structure with
trash racks that contain 2-inch clear bar
spacing; (2) a 75-foot by 160-foot
powerhouse located adjacent to the left
bank of the dam; (3) two turbinegenerator units providing a combined
installed capacity of 5 MW; (4) a 65-
VerDate Mar<15>2010
18:13 May 15, 2013
Jkt 229001
foot-long, 75-foot-wide draft tube; (5) a
100-foot-long, 125-foot-wide tailrace; (6)
a 40-foot by 40-foot substation; (7) a
1,200-foot-long, three-phase, overhead
69-kV transmission line to connect the
project substation to the local utility
distribution lines; and (8) appurtenant
facilities. The average annual generation
would be about 30,996 MWh.
The proposed Devola Lock and Dam
Project would be located at the existing
Devola Lock and Dam on the
Muskingum River at RM 5.8. The Devola
dam is a 587-foot-long, 17-foot-high dam
that impounds a 301-acre reservoir at a
normal pool elevation of 592.87 NAVD
88. The applicant proposes to remove
187 feet of the existing dam to construct
a 154-foot-long overflow weir. The
project would also consist of the
following new facilities: (1) A 37-footlong, 52-foot-high, 80-foot-wide intake
structure with trash racks containing 2inch clear bar spacing; (2) a 80-foot by
160-foot powerhouse located on the
bank of the Muskingum River opposite
the existing lock; (3) two turbinegenerator units providing a combined
installed capacity of 4.0 MW; (4) a 65foot-long, 80-foot-wide draft tube; (5) a
125-foot-long, 140-foot-wide tailrace; (6)
a 40-foot by 40-foot substation; (7) a
3,600-foot-long, three-phase, overhead
69-kV transmission line to connect the
project substation to the local utility
distribution lines; and (8) appurtenant
facilities. The average annual generation
would be about 20,760 MWh.
The applicant proposes to operate all
seven projects in a run-of-river mode,
such that the water surface elevations
within each project impoundment
would be maintained at the crest of each
respective dam spillway.
m. A copy of the applications are
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. Copies are also
available for inspection and
reproduction at the address in item h
above.
Register online at https://
www.ferc.gov/docs-filing/
esubscription.asp to be notified via
email of new filings and issuances
related to these or other pending
projects. For assistance, contact FERC
Online Support.
n. Any qualified applicant desiring to
file a competing application must
submit to the Commission, on or before
the specified intervention deadline date,
a competing development application,
PO 00000
Frm 00034
Fmt 4703
Sfmt 9990
28829
or a notice of intent to file such an
application. Submission of a timely
notice of intent allows an interested
person to file the competing
development application no later than
120 days after the specified intervention
deadline date. Applications for
preliminary permits will not be
accepted in response to this notice.
A notice of intent must specify the
exact name, business address, and
telephone number of the prospective
applicant, and must include an
unequivocal statement of intent to
submit a development application. A
notice of intent must be served on the
applicant(s) named in this public notice.
Anyone may submit comments, a
protest, or a motion to intervene in
accordance with the requirements of
Rules of Practice and Procedure, 18 CFR
385.210, 385.211, and 385.214. In
determining the appropriate action to
take, the Commission will consider all
protests or other comments filed, but
only those who file a motion to
intervene in accordance with the
Commission’s Rules may become a
party to the proceeding. Any protests or
motions to intervene must be received
on or before the specified deadline for
the particular application.
When the applications are ready for
environmental analysis, the
Commission will issue a public notice
requesting comments,
recommendations, terms and
conditions, or prescriptions.
All filings must (1) bear in all capital
letters the title ‘‘PROTEST’’ or
‘‘MOTION TO INTERVENE,’’ ‘‘NOTICE
OF INTENT TO FILE COMPETING
APPLICATION,’’ or ‘‘COMPETING
APPLICATION;’’ (2) set forth in the
heading the name of the applicant and
the project number of the application to
which the filing responds; (3) furnish
the name, address, and telephone
number of the person protesting or
intervening; and (4) otherwise comply
with the requirements of 18 CFR
385.2001 through 385.2005. Agencies
may obtain copies of the applications
directly from the applicant. A copy of
any protest or motion to intervene must
be served upon each representative of
the applicant specified in the particular
application.
Dated: May 8, 2013.
Kimberly D. Bose,
Secretary.
[FR Doc. 2013–11667 Filed 5–15–13; 8:45 am]
BILLING CODE 6717–01–P
E:\FR\FM\16MYN1.SGM
16MYN1
Agencies
[Federal Register Volume 78, Number 95 (Thursday, May 16, 2013)]
[Notices]
[Pages 28827-28829]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2013-11667]
-----------------------------------------------------------------------
DEPARTMENT OF ENERGY
Federal Energy Regulatory Commission
Notice of Application Accepted for Filing and Soliciting Motions
To Intervene and Protests
------------------------------------------------------------------------
Project Nos.
------------------------------------------------------------------------
Clean River Power MR-1, LLC............................. P-13404-002
Clean River Power MR-2, LLC............................. P-13405-002
Clean River Power MR-3, LLC............................. P-13406-002
Clean River Power MR-5, LLC............................. P-13407-002
Clean River Power MR-6, LLC............................. P-13408-002
Clean River Power MR-7, LLC............................. P-13411-002
Clean River Power MR-8, LLC............................. P-13412-002
------------------------------------------------------------------------
Take notice that the following hydroelectric applications have been
filed with the Commission and are available for public inspection.
a. Type of Applications: Original Major Licenses.
b. Project Nos.: 13404-002, 13405-002, 13406-002, 13407-002, 13408-
002, 13411-002, and 13412-002.
c. Date filed: October 31, 2012.
d. Applicants: Clean River Power MR-1, LLC; Clean River Power MR-2,
LLC; Clean River Power MR-3, LLC; Clean River Power MR-5, LLC; Clean
River Power MR-6, LLC; Clean River Power MR-7, LLC; and Clean River
Power MR-8, LLC (Clean River Power), subsidiaries of Free Flow Power
Corporation.
e. Name of Projects: Beverly Lock and Dam Water Power Project, P-
13404-002; Devola Lock and Dam Water Power Project, P-13405-002; Malta/
McConnelsville Lock and Dam Water Power Project, P-13406-002; Lowell
Lock and Dam Water Power Project, P-13407-002; Philo Lock and Dam Water
Power Project, P-13408-002; Rokeby Lock and Dam Water Power Project, P-
13411-002; and Zanesville Lock and Dam Water Power Project, P-13412-
002.
f. Locations: At existing locks and dams on the Muskingum River in
Washington, Morgan, and Muskingum counties, Ohio (see table below for
specific project locations). The locks and dams were formally owned and
[[Page 28828]]
operated by the U.S. Army Corps of Engineers, but are now owned and
operated by the Ohio Department of Natural Resources, Division of Parks
and Recreation.
----------------------------------------------------------------------------------------------------------------
Project No. Projects County(s) City/town
----------------------------------------------------------------------------------------------------------------
P-13404-002.......................... Beverly Lock and Dam... Washington and Morgan.. Upstream of the City of
Beverly, OH.
P-13405-002.......................... Devola Lock and Dam.... Washington............. Near the City of
Devola, OH.
P-13406-002.......................... Malta/McConnelsville Morgan................. On the southern shore
Lock and Dam. of the Town of
McConnelsville, OH.
P-13407-002.......................... Lowell Lock and Dam.... Washington............. West of the City of
Lowell, OH.
P-13408-002.......................... Philo Lock and Dam..... Muskingum.............. North of the City of
Philo, OH.
P-13411-002.......................... Rokeby Lock and Dam.... Morgan and Muskingum... Near the City of
Rokeby, OH.
P-13412-002.......................... Zanesville Lock and Dam Muskingum.............. Near the center of the
City of Zanesville,
OH.
----------------------------------------------------------------------------------------------------------------
g. Filed Pursuant to: Federal Power Act 16 U.S.C. 791 (a)-825(r).
h. Applicant Contacts: Ramya Swaminathan, Chief Operating Officer,
Free Flow Power Corporation, 239 Causeway Street, Suite 300, Boston, MA
02114; or at (978) 283-2822.
Daniel Lissner, General Counsel, Free Flow Power Corporation, 239
Causeway Street, Suite 300, Boston, MA 02114; or at (978) 283-2822.
Alan Topalian, Regulatory Attorney, Free Flow Power Corporation,
239 Causeway Street, Suite 300, Boston, MA 02114; or at (978) 283-2822.
i. FERC Contact: Aaron Liberty at (202) 502-6862; or email at
aaron.liberty@ferc.gov.
j. Deadline for filing motions to intervene and protests: 60 days
from the issuance date of this notice.
All documents may be filed electronically via the Internet. See 18
CFR 385.2001(a)(1)(iii) and the instructions on the Commission's Web
site https://www.ferc.gov/docs-filing/efiling.asp. Commenters can submit
brief comments up to 6,000 characters, without prior registration,
using the eComment system at https://www.ferc.gov/docs-filing/ecomment.asp. You must include your name and contact information at the
end of your comments. For assistance, please contact FERC Online
Support at FERCOnlineSupport@ferc.gov or toll free at 1-866-208-3676,
or for TTY, (202) 502-8659. Although the Commission strongly encourages
electronic filings, documents may also be paper-filed. To paper-file,
mail an original and five copies to: Kimberly D. Bose, Secretary,
Federal Energy Regulatory Commission, 888 First Street NE., Washington,
DC 20426.
The Commission's Rules of Practice 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.
k. These applications have been accepted for filing, but are not
ready for environmental analysis at this time.
l. The proposed Zanesville Lock and Dam Project would be located at
the existing Zanesville dam on the Muskingum River at RM 77.4. The
Zanesville dam is a 513-foot-long, 18.8-foot-high dam that impounds a
470-acre reservoir at a normal pool elevation of 686.27 NAVD 88. The
project would also consist of approximately 0.6 miles of the existing
59-foot-wide canal from the dam downstream to the proposed powerhouse
and the following new facilities: (1) A 135-foot-long, 10-foot-high,
30-foot-wide intake structure with trash racks that contain 2-inch
clear bar spacing; (2) two 10-foot diameter, 62-foot-long buried steel
penstocks; (3) a 45-foot by 37-foot powerhouse located approximately
2,750 feet downstream of the dam on the bank of the canal; (4) two
turbine-generator units providing a combined installed capacity of 2
MW; (5) a 31-foot-long, 37-foot-wide draft tube; (6) a 10-foot-long,
50-foot-wide tailrace; (7) a 40-foot by 40-foot substation; (8) a 400-
foot-long, three-phase, overhead 69-kV transmission line to connect the
project substation to the local utility distribution lines; and (9)
appurtenant facilities. The average annual generation would be about
12,295 MWh.
The proposed Philo Lock and Dam Project would be located at the
existing Philo dam on the Muskingum River at RM 68.6. The Philo dam is
a 730-foot-long, 17-foot-high dam that impounds a 533-acre reservoir at
a normal pool elevation of 671.39 NAVD 88. The applicant proposes to
remove 128 feet of the existing dam to construct a 40-foot-long flap
gate. The project would also consist of the following new facilities:
(1) A 37-foot-long, 52-foot-high, 80-foot-wide intake structure with
trash racks that contain 2-inch clear bar spacing; (2) a 75-foot by
160-foot powerhouse located on the bank of the Muskingum River opposite
the existing lock; (3) two turbine-generator units providing a combined
installed capacity of 3 MW; (4) a 65-foot-long, 80-foot-wide draft
tube; (5) a 140-foot-long, 180-foot-wide tailrace; (6) a 40-foot by 40-
foot substation; (7) a 1,600-foot-long, three-phase, overhead 69-kV
transmission line to connect the project substation to the local
utility distribution lines; and (8) appurtenant facilities. The average
annual generation would be about 15,957 MWh.
The proposed Rokeby Lock and Dam Project would be located at the
existing Rokeby dam on the Muskingum River at RM 57.4. The Rokeby dam
is a 525-foot-long, 20-foot-high dam that impounds a 615-acre reservoir
at a normal pool elevation of 660.3 NAVD 88. The project would also
consist of the following new facilities: (1) A 37-foot-long, 52-foot-
high, 80-foot-wide intake structure with trash racks that contain 2-
inch clear bar spacing; (2) a 75-foot by 160-foot powerhouse located on
the bank of the Muskingum River opposite the existing lock; (3) two
turbine-generator units providing a combined installed capacity of 4
MW; (4) a 65-foot-long, 75-foot-wide draft tube; (5) a 160-foot-long,
200-foot-wide tailrace; (6) a 40-foot by 40-foot substation; (7) a 490-
foot-long, three-phase, overhead 69-kV transmission line to connect the
project substation to the local utility distribution lines; and (8)
appurtenant facilities. The average annual generation would be about
17,182 MWh.
The proposed Malta/McConnelsville Lock and Dam Project would be
located at the existing Malta/McConnelsville dam on the Muskingum River
at RM 49.4. The Malta/McConnelsville dam is a 605.5-foot-long, 15.2-
foot-high dam that impounds a 442-acre reservoir at a normal pool
elevation of 649.48 NAVD 88. The applicant proposes to remove 187.5
feet of the existing dam to
[[Page 28829]]
construct a 100-foot-long overflow weir. The project would also consist
of the following new facilities: (1) a 37-foot-long, 52-foot-high, 80-
foot-wide intake structure with trash racks containing 2-inch clear bar
spacing; (2) a 80-foot by 160-foot powerhouse located adjacent to the
right bank of the dam; (3) two turbine-generator units providing a
combined installed capacity of 4.0 MW; (4) a 65-foot-long, 80-footwide
draft tube; (5) a 100-foot-long, 130-foot-wide tailrace; (6) a 40-foot
by 40-foot substation; (7) a 1,500-foot-long, three-phase, overhead 69-
kV transmission line to connect the project substation to the local
utility distribution lines; and (8) appurtenant facilities. The average
annual generation would be about 21,895 MWh.
The proposed Beverly Lock and Dam Project would be located at the
existing Beverly Lock and Dam on the Muskingum River at river mile (RM)
24.6. The Beverly dam is a 535-foot-long, 17-foot-high dam that
impounds a 490-acre reservoir at a normal pool elevation of 616.36
North American Vertical Datum of 1988 (NAVD 88). The project would also
consist of the following new facilities: (1) a 37-foot-long, 52-foot-
high, 88-foot-wide intake structure with trash racks containing 2-inch
clear bar spacing; (2) a 75-foot by 160-foot powerhouse located
downstream of the dam on the left bank of the Muskingum River; (3) two
turbine-generator units providing a combined installed capacity of 3.0
megawatts (MW); (4) a 65-foot-long, 75-foot-wide draft tube; (5) a 90-
foot-long, 150-foot-wide tailrace; (6) a 40-foot by 40-foot substation;
(7) a 970-foot-long, three-phase, overhead 69-kilovolt (kV)
transmission line to connect the project substation to the local
utility distribution lines; and (8) appurtenant facilities. The average
annual generation would be about 17,853 megawatt-hours (MWh).
The proposed Lowell Lock and Dam Project would be located at the
existing Lowell dam on the Muskingum River at RM 13.6. The Lowell dam
is a 840-foot-long, 18-foot-high dam that impounds a 628-acre reservoir
at a normal pool elevation of 607.06 NAVD 88. The applicant proposes to
remove 204 feet of the existing dam to construct a 143.5-foot-long
overflow weir. The project would also consist of the following new
facilities: (1) A 37-foot-long, 23-foot-high, 80-foot-wide intake
structure with trash racks that contain 2-inch clear bar spacing; (2) a
75-foot by 160-foot powerhouse located adjacent to the left bank of the
dam; (3) two turbine-generator units providing a combined installed
capacity of 5 MW; (4) a 65-foot-long, 75-foot-wide draft tube; (5) a
100-foot-long, 125-foot-wide tailrace; (6) a 40-foot by 40-foot
substation; (7) a 1,200-foot-long, three-phase, overhead 69-kV
transmission line to connect the project substation to the local
utility distribution lines; and (8) appurtenant facilities. The average
annual generation would be about 30,996 MWh.
The proposed Devola Lock and Dam Project would be located at the
existing Devola Lock and Dam on the Muskingum River at RM 5.8. The
Devola dam is a 587-foot-long, 17-foot-high dam that impounds a 301-
acre reservoir at a normal pool elevation of 592.87 NAVD 88. The
applicant proposes to remove 187 feet of the existing dam to construct
a 154-foot-long overflow weir. The project would also consist of the
following new facilities: (1) A 37-foot-long, 52-foot-high, 80-foot-
wide intake structure with trash racks containing 2-inch clear bar
spacing; (2) a 80-foot by 160-foot powerhouse located on the bank of
the Muskingum River opposite the existing lock; (3) two turbine-
generator units providing a combined installed capacity of 4.0 MW; (4)
a 65-foot-long, 80-foot-wide draft tube; (5) a 125-foot-long, 140-foot-
wide tailrace; (6) a 40-foot by 40-foot substation; (7) a 3,600-foot-
long, three-phase, overhead 69-kV transmission line to connect the
project substation to the local utility distribution lines; and (8)
appurtenant facilities. The average annual generation would be about
20,760 MWh.
The applicant proposes to operate all seven projects in a run-of-
river mode, such that the water surface elevations within each project
impoundment would be maintained at the crest of each respective dam
spillway.
m. A copy of the applications are 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. Copies are also available for inspection and
reproduction at the address in item h above.
Register online at https://www.ferc.gov/docs-filing/esubscription.asp to be notified via email of new filings and issuances
related to these or other pending projects. For assistance, contact
FERC Online Support.
n. Any qualified applicant desiring to file a competing application
must submit to the Commission, on or before the specified intervention
deadline date, a competing development application, or a notice of
intent to file such an application. Submission of a timely notice of
intent allows an interested person to file the competing development
application no later than 120 days after the specified intervention
deadline date. Applications for preliminary permits will not be
accepted in response to this notice.
A notice of intent must specify the exact name, business address,
and telephone number of the prospective applicant, and must include an
unequivocal statement of intent to submit a development application. A
notice of intent must be served on the applicant(s) named in this
public notice.
Anyone may submit comments, a protest, or a motion to intervene in
accordance with the requirements of Rules of Practice and Procedure, 18
CFR 385.210, 385.211, and 385.214. In determining the appropriate
action to take, the Commission will consider all protests or other
comments filed, but only those who file a motion to intervene in
accordance with the Commission's Rules may become a party to the
proceeding. Any protests or motions to intervene must be received on or
before the specified deadline for the particular application.
When the applications are ready for environmental analysis, the
Commission will issue a public notice requesting comments,
recommendations, terms and conditions, or prescriptions.
All filings must (1) bear in all capital letters the title
``PROTEST'' or ``MOTION TO INTERVENE,'' ``NOTICE OF INTENT TO FILE
COMPETING APPLICATION,'' or ``COMPETING APPLICATION;'' (2) set forth in
the heading the name of the applicant and the project number of the
application to which the filing responds; (3) furnish the name,
address, and telephone number of the person protesting or intervening;
and (4) otherwise comply with the requirements of 18 CFR 385.2001
through 385.2005. Agencies may obtain copies of the applications
directly from the applicant. A copy of any protest or motion to
intervene must be served upon each representative of the applicant
specified in the particular application.
Dated: May 8, 2013.
Kimberly D. Bose,
Secretary.
[FR Doc. 2013-11667 Filed 5-15-13; 8:45 am]
BILLING CODE 6717-01-P