[Federal Register Volume 61, Number 42 (Friday, March 1, 1996)]
[Notices]
[Pages 8052-8056]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 96-4768]
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DEPARTMENT OF ENERGY
[Project Nos. 10773-015, et al.]
Hydroelectric Applications [Alaska Aquaculture, Inc. et al.];
Notice of Applications
Take notice that the following hydroelectric applications have been
filed with the Commission and are available for public inspection:
1 a. Type of Application: Amendment of license.
b. Project No: 10773-015.
c. Date Filed: Original date: March 13, 1995. Supplemental date:
February 8, 1996.
d. Applicant: Alaska Aquaculture, Inc.
e. Name of Project: Burnett River Hatchery.
f. Location: First Judicial District Alaska.
g. Filed Pursuant to: Federal Power Act, 16 U.S.C. Section 791(a)-
825(r).
h. Applicant Contact: Mr. Tod Jones, Box 830, 730 Case Ave., Suite
C, Wrangell, AK 99929, (907) 874-2250.
i. FERC Contact: Susan Tseng, (202) 219-2798.
j. Comment Date: April 3, 1996.
k. Description of Project: Alaska Aquaculture has filed an
application to approve revised exhibit G drawings for the Burnett River
Hatchery. The revised exhibit G drawings show a change in project
boundary for the project. The amount of federal lands within the
project boundary for the project would decrease from 550 acres to 170
acres.
l. This notice also consists of the following standard paragraphs:
B, C1, and D2.
2 a. Type of filing: Notice of Intent to File Application for New
License.
b. Project No.: 2060.
c. Date filed: January 22, 1996.
d. Submitted By: Niagara Mohawk Power Corporation, current
licensee.
e. Name of Project: Carry Falls.
f. Location: On the Raquette River, in the Town of Colton, St.
Lawrence County, New York.
g. Filed Pursuant to: Section 15 of the Federal Power Act, 18 CFR
16.6 of the Commission's regulations.
h. Effective date of original license: February 1, 1951.
i. Expiration date of original license: January 31, 2001.
j. The project consists of: (1) a 76-foot-high, 830-foot-long
concrete gravity-type
[[Page 8053]]
dam with an overflow spillway; (2) two 14.5-foot by 27-foot Tainter
regulating gates; (3) an intake for future power installation; (4) five
earth dikes with lengths varying from 320 feet to 1,015 feet and
maximum heights varying from 12 feet to 31 feet; (5) a 5-mile-long
reservoir having a 3,170 acre surface area and a 114,000 acre-foot
storage capacity at normal pool elevation 1,385 feet m.s.l.; and (6)
appurtenant facilities. The project has no installed generating
capacity.
k. Pursuant to 18 CFR 16.7, information on the project is available
at: Niagara Mohawk Power Corporation, Hydro Licensing & Regulatory
Compliance, D-2, 300 Erie Boulevard West, Syracuse, New York 13202,
Contact: Jerry L. Sabattis (315) 428-5582.
l. FERC contact: Charles T. Raabe (202) 219-2811.
m. Pursuant to 18 CFR 16.9(b)(1) each application for a new license
and any competing license applications must be filed with the
Commission at least 24 months prior to the expiration of the existing
license. All applications for license for this project must be filed by
January 31, 1999.
3 a. Type of filing: Notice of Intent to File Application for New
License.
b. Project No.: 2084.
c. Date filed: January 22, 1996.
d. Submitted By: Niagara Mohawk Power Corporation, current
licensee.
e. Name of Project: Upper Raquette River.
f. Location: On the Raquette River, in the Towns of Colton and
Parishville, St. Lawrence County, New York.
g. Filed Pursuant to: Section 15 of the Federal Power Act, 18 CFR
16.6 of the Commission's regulations.
h. Effective date of original license: February 1, 1952.
i. Expiration date of original license: January 31, 2002.
j. The project consists of five developments:
(1) the Stark Falls Development comprising: (a) a 35-foot-high
concrete gravity-type dam with a concrete overflow section and a
control gate section flanked by earth dikes; (b) six earth saddle
dikes; (c) a 1.5-mile-long reservoir at normal pool elevation 1,355.0
feet USGS; (d) an intake; (e) a penstock; (f) a powerhouse containing a
23,872-Kw generating unit; and (g) appurtenant facilities;
(2) the Blake Falls Development comprising: (a) a 75-foot-high
concrete gravity-type dam with a concrete overflow section; (b) an
earth dike; (c) a 5.5-mile-long reservoir at normal pool elevation
1,250.5 feet USGS; (d) an intake; (e) a penstock; (f) a powerhouse
containing a 13,913-Kw generating unit; and (g) appurtenant facilities;
(3) the Rainbow Falls Development comprising: (a) a 75-foot-high
concrete gravity-type dam with a concrete overflow section flanked by a
1,600-foot-long earth dike; (b) an earth saddle dike; (c) a 3.5-mile-
long reservoir at normal pool elevation 1,181.5 feet USGS; (d) an
intake; (e) a penstock; (f) a powerhouse containing a 22,828-Kw
generating unit; and (g) appurtenant facilities;
(4) the Five Falls Development comprising: (a) a 50-foot-high
concrete gravity-type dam with a concrete overflow section flanked at
each end by an earth dike; (b) a 1.0-mile-long reservoir at normal pool
elevation 1,077.0 feet USGS; (c) an intake; (d) a 1,200-foot-long
penstock; (e) a powerhouse containing a 22,828-Kw generating unit; and
(f) appurtenant facilities; and
(5) the South Colton Development comprising: (a) a 45-foot-high
concrete gravity-type dam with a concrete overflow section and earth
abutments; (b) a 1.5-mile-long reservoir at normal pool elevation 973.5
feet USGS; (c) an intake; (d) a 1,300-foot-long penstock; (e) a
powerhouse containing an 18,948-Kw generating unit; and (f) appurtenant
facilities.
The project has a total installed capacity of 102,389-Kw.
k. Pursuant to 18 CFR 16.7, information on the project is available
at: Niagara Mohawk Power Corporation Hydro Licensing & Regulatory
Compliance, D-2, 300 Erie Boulevard West, Syracuse, New York 13202,
Contact: Jerry L. Sabattis (315) 428-5582.
l. FERC contact: Charles T. Raabe (202) 219-2811.
m. Pursuant to 18 CFR 16.9(b)(1) each application for a new license
and any competing license applications must be filed with the
Commission at least 24 months prior to the expiration of the existing
license. All applications for license for this project must be filed by
January 31, 2000.
4 a. Type of Application: Plans and specifications for the
Queensbury Site Remedial Action Plan.
b. Project No.: 2482.
c. Dated Filed: February 12, 1996.
d. Applicant: Niagara Mohawk Power Corp. (NIMO).
e. Name of Project: Hudson Project, Sherman Island Development.
f. Location: Hudson River, at Corinth Road, 4 miles west of the
City of Glens Falls, Warren County, New York.
g. Filed Pursuant to: Federal Power Act, 16 U.S.C. Sec. 791(a)-
825(r).
h. Applicant Contact: Mr. Sam S. Hirschey, Niagara Mohawk Power
Corp., 300 Erie Boulevard West, Syracuse, NY 13202 (315) 428-5561.
i. FERC Contact: Joseph C. Adamson, (202) 219-1040.
j. Comment Date: March 25, 1996.
k. Description of Proposed Action: NIMO filed, for Commission
approval, plans and specifications for the Queensbury Site Remedial
Action Plan for the removal of polychlorinated biphenyls (PCBs)
contaminated sediments within the project boundary. The site consists
of approximately 0.75 acre of upland and 8 acres of contaminated
sediment along the shoreline of the Hudson River. The proposal consists
of removing approximately 5,150 tons of contaminated sediment from the
site, of which 3,800 tons are non-hazardous and 1,250 tons hazardous.
The hazardous sediment will be transported and deposited in a hazardous
material disposal site. The removal plan consists of: (a) lowering the
project's reservoir by 4 feet to the approximate elevation of 346 feet;
(b) installing a water-filled bladder cofferdam along the edge of the
river side of the site; (c) excavation of near shore material to a
uniform depth of 2 feet; (d) excavation of upland soil to a uniform
depth of 1 foot, within the upland soil excavation limits; and (e)
placement of erosion and sediment control measures. After removal is
completed the site will be restored. The restoration plan consists of:
(a) backfilling the site with 5,000 tons of backfill material and 1,550
tons of topsoil; (b) grading and placement of rip rap, a boulder edge
system, stone channels, and a boulder wall; and (b) revegetating the
site with woody species and field grass.
l. This notice also consists of the following standard paragraphs:
B, C1, and D2.
5 a. Type of filing: Notice of Intent to File An Application for a
New License.
b. Project No.: 2697.
c. Date filed: January 31, 1996.
d. Submitted By: Northern States Power Company, current licensee.
e. Name of Project: Cedar Falls.
f. Location: On Red Cedar River, in Dunn County, Wisconsin.
g. Filed Pursuant to: 18 CFR 16.6 of the Commission's regulations.
h. Effective date of original license: April 17, 1956.
i. Expiration date of original license: January 31, 2001.
j. The project consists of: (1) a 19-foot-high, 508-foot-long
concrete dam; (2) a 7-mile-long reservoir having an 1,800 acre surface
area at normal pool
[[Page 8054]]
elevation; (3) an intake structure; (4) a penstock; (5) a powerhouse
containing three generators with a total installed capacity of 6,000-
kW; and (6) appurtenant facilities.
k. Pursuant to 18 CFR 16.7, information on the project is available
at: Northern States Power Company, 100 North Barstow street, P.O. Box
8, Eau Claire, WI 54702, Contact: Lloyd Everhart (715) 839-2692.
l. FERC contact: Charles T. Raabe (202) 219-2811.
m. Pursuant to 18 CFR 16.8, 16.9, and 16.10, each application for a
new license and any competing license applications must be filed with
the Commission at least 24 months prior to the expiration of the
existing license. All applications for license for this project must be
filed by January 31, 1999.
6 a. Type of Application: Major License.
b. Project No.: 10805-002.
c. Date filed: September 25, 1992.
d. Applicant: Midwest Hydraulic Company.
e. Name of Project: Hatfield Hydro Project.
f. Location: On the Black River, in Jackson and Clark Counties,
Wisconsin.
g. Filed Pursuant to: Federal Power Act 16 U.S.C. Secs. 791 (a)-
825(r).
h. Applicant Contact: Peter H. Burno, R.R. #2, Box 345, Edgerton,
WI 53534, (608) 884-9416.
i. FERC Contact: Mary C. Golato (202) 219-2804.
j. Deadline Date: April 12, 1996.
k. Status of Environmental Analysis: This application is ready for
environmental analysis at this time--see attached paragraph D10.
l. Description of Project: The proposed project consists of the
following: (1) an existing diversion dam 3,100 feet long and 48 feet
high; (2) an existing reservoir with a surface area of 945 acres with a
gross storage capacity of 10,800 acre-feet; (3) two 10-foot-diameter
penstocks extending 265 feet long; (4) an existing powerhouse
containing two existing turbine-generator units at a total capacity of
6,000 kilowatts (Kw) and two proposed low flow units at a total rated
capacity of 532 Kw; and (5) appurtenant facilities. The applicant
estimates that the total average annual generation would be 20,000,000
kilowatthours. The dam is owned by Hatfield Hydro Partnership.
m. Purpose of the Project; All project energy generated would be
utilized by the applicant for sale.
n. This notice also consists of the following standard paragraphs:
A4 and D10.
In responding, commenters may submit a copy of their comments on a
3\1/2\ inch diskette formatted for MS-DOS based computers. In light of
our ability to translate MS-DOS based materials, the text need only be
submitted in the format and version that it was generated (i.e., MS
Word, WordPerfect 5.1/5.2, ASCII, etc.). It is not necessary to
reformat word processor generated text to ASCII. For Macintosh users,
it would be helpful to save the documents in Macintosh word processor
format and then write them to files on a diskette formatted for MS-DOS
machines.
o. Available Locations of Application: A copy of the application is
available for inspection and reproduction at the Commission's Public
Reference and Files Maintenance Branch, located at 888 1st Street, NE.,
Room 2-A, Washington, DC 20426, or by calling (202) 219-1371. A copy is
also available for inspection and reproduction at Mr. Peter H. Burno,
R.R. #2, Box 345, Edgerton, WI (608) 884-9416.
7 a. Type of Application: Original License.
b. Project No.: 11478-000.
c. Date Filed: May 9, 1994, and amended on April 21, 1995.
d. Applicant: Central Vermont Public Service Corporation.
e. Name of Project: Silver Lake Project.
f. Location: On the Sucker Brook in Addison County, Vermont.
g. Filed pursuant to: Federal Power Act, 16 U.S.C. 791(a)-825(r).
h. Applicant Contact: Mr. Bruce Peacock, Central Vermont Public
Service Corporation, 77 Grove Street, Rutland, Vt. 05701, (802) 747-
5463.
i. FERC Contact: Jim Haimes (202) 219-2780.
j. Deadline Date: See standard paragraph D10.
k. Status of Environmental Analysis: This application has been
accepted for filing and is ready for environmental analysis at this
time.
l. Description of Project: The existing, operating Silver Lake
Project consists of three separate developments: (1) the Sugar Hill
storage reservoir; (2) the Sucker Brook diversion facility; and (3) the
Silver Lake dam, reservoir, and powerhouse.
The Sugar Hill reservoir, created by the Goshen Dam, has a surface
area of 74 acres and a gross storage capacity of 1,590 acre-feet at the
normal surface elevation of 1,768 feet United States Geological Survey
(USGS) datum. The Goshen Dam consists of an earthfill embankment
section, about 680 feet long with a maximum height of 60 feet, and a
spillway with a crest elevation of 1,768 feet (USGS) composed of two
sections. The eastern section, about 50 feet long, is constructed of
mortared rubble and capped with reinforced concrete; the western
section is about 100 feet long, and is constructed of reinforced
concrete, with wooden trash racks and a concrete gate. A square,
reinforced concrete conduit (4 feet by 4 feet), 12 inches thick, and
about 232 feet long, conveys water from an intake structure through the
embankment to the outlet structure. The reinforced concrete outlet
structure is controlled by five gate valves (with two 6-inch, two 8-
inch, and one 10-inch diameter valves) and discharges into Sucker
Brook.
The Sucker Brook diversion dam creates an impoundment with a
surface area of about 2 acres and a gross storage capacity of 20 acre-
feet at the maximum surface elevation of 1,312 feet USGS. At the normal
pond elevation of 1,288 feet USGS, the surface area of the impoundment
is less than a quarter of an acre, resulting in about 1 acre-foot of
storage volume. The dam consists of an earth embankment, approximately
665 feet long with a maximum height of 38 feet; the spillway consists
of a 60-foot-long concrete weir. An intake structure contains a
manually operated timber headgate with trash racks. A penstock with a
diameter ranging from 36 inches at the intake structure to 42 inches at
the outfall extends 7,000 feet from the Sucker Brook diversion dam to
Silver Lake, with sections comprised of corrugated metal, wood stave,
and concrete pipe.
The Silver Lake portion of the project consists of a reservoir with
a surface area of 110 acres and a gross storage volume of 3,120 acre-
feet at the normal surface elevation of 1,250 feet USGS. The dam
consists of a buttressed concrete wall section with earthfill on the
upstream and downstream sides of the wall. The dam is approximately 257
feet long with a maximum height of 30 feet. The intake is a reinforced
concrete structure with trash racks. There is a 60-foot-long conduit
that conveys water from the intake structure into the outlet structure,
which is also reinforced concrete topped with a wooden superstructure,
containing an electrically operated slide gate. A penstock extends
about 5,200 feet from the Silver Lake outlet structure to the
powerhouse. It is constructed of fiberglass (2,400 feet), wood stave
(100 feet), and steel (2,400 feet), with a surge tank located between
the wood stave section and the steel section. The penstock diameter
ranges from 48 inches at the intake structure to 36 inches at the surge
tank.
[[Page 8055]]
The project powerhouse is about 47 feet by 67 feet, with a concrete
substructure and a brick superstructure, containing: a single
horizontal Francis turbine, rated at 3,000 horsepower (hp), with a
maximum hydraulic capacity of 60 cubic feet per second (cfs), which
operates with a net head of 645 feet; a horizontal shaft generator,
rated 2,750 kilovolt-ampere (kVA); and appurtenant facilities. The
project's 2,200-kilowatt generator produces an average annual
generation of 6,443,000 kilowatt-hours.
m. Purpose of Project: Project power is distributed to customers of
the Central Vermont Public Service Corporation.
n. This notice also consists of the following standard paragraphs:
A4 and D10.
o. Available Location of Application: A copy of the application is
available for inspection and reproduction at the Commission's Public
Reference and Files Maintenance Branch, located at 888 First Street,
N.E., Room 2A, Washington, D.C., 20426, or by calling (202) 208-1371. A
copy is also available for inspection and reproduction at the Central
Vermont Public Service Corporation, 77 Grove Street, Rutland, Vt.
05701, (802) 747-5463.
8 a. Type of Application: New License.
b. Project No.: 137-002.
c. Date Filed: December 26, 1972.
d. Applicant: Pacific Gas and Electric Company (PG&E).
e. Name of Project: Mokelumne River Project.
f. Location: On the North Fork Mokelumne River in Alpine, Amador,
and Calaveras Counties, California.
g. Field pursuant to: Federal Power Act, 16 U.S.C. 791(a)-825(r).
h. Applicant Contact: Mr. David Moller, Pacific Gas and Electric
Company, 201 Mission Street, P.O. Box 770000, San Francisco, CA 94177,
(415) 973-4696.
i. FERC Contact: Tom Dean (202) 219-2778.
j. Deadline Date: See standard paragraph D10.
k. State of Environmental Analysis: This application has been
accepted for filing and is ready for environmental analysis at this
time.
l. Description of Project: The existing Mokelumne Project consists
of six storage reservoirs and four developments.
The six storage reservoirs include: (1) the 343-acre Upper Blue
Lake with a useable storage capacity of 7,300 acre-feet, and a 837-
foot-long, 31-foot-high dam; (2) the 198-acre Lower Blue Lake with a
useable storage capacity of 5,091 acre-feet, and a 1,063-foot-long, 40-
foot-high dam; (3) the 106-acre Twin Lake with a useable storage
capacity of 1,207 acre-feet, and a 1,520-foot-long, 22-foot-high dam;
(4) the 140-acre Meadow Lake with a useable storage capacity of 5,656
acre-feet, and a 775-foot-long, 77-foot-high dam; (5) the 169-acre
Upper Bear River reservoir with a usable storage capacity of 6,756
acre-feet, and a 760-foot-long, 77-foot-high dam; and (6) the 727-acre
Lower Bear River reservoir with a useable storage capacity of 49,079
acre-feet, and a 979-foot-long, 249-foot-high dam connected by rock to
a 865-foot-long, 145-foot-high second dam.
The Salt Springs Development consists of: (1) a 1,257-foot-long,
328-foot-high dam with a 480-foot-long spillway and 13 radial gates;
(2) the 963-acre Salt Springs reservoir with a useable storage capacity
of 141,817 acre-feet; (3) a 19-foot-long, 10-foot-diameter buried
penstock; (4) a powerhouse with two turbine generators having a
combined installed capacity of 39.1 megawatts (MW); (5) a 16.5-mile-
long, 115 kilovolt (kV) transmission line; and (6) appurtenant
facilities.
The Tiger Creek Development consists of: (1) the upper Tiger Creek
Conduit comprised of 14.8 miles of flume, 2.7 miles of tunnel, and 0.3
miles of penstock; (2) the lower Tiger Creek Conduit is a 2.5-mile-long
flume receiving water from six diversion dams including: (a) the 187-
foot-long Cole Creek diversion; (b) the 91-foot-long Cole Creek feeder,
and a 315-foot-long, 3 and 5-foot-diameter penstock; (c) the 102-foot-
long Bear River feeder, and a 528-foot-long, 6-foot horseshoe tunnel,
and 737-foot-long flume; (d) the 43-foot-long Beaver Creek feeder, and
a 475-foot-long, 16-inch-diameter penstock; (e) the 64-foot-long East
Panther Creek feeder, and a 635-foot-long, 36-inch-diameter penstock;
and (f) the 58-foot-long West Panther Creek feeder, and a 3,696-foot-
long penstock; (3) the 486-foot-long, 100-foot-high Tiger Creek
Regulator dam; (4) a 13-acre reservoir with a useable storage capacity
of 234-acre-feet; (5) the 900-foot-long, 33-foot-high Tiger Creek
Forebay dam; (6) a 2.3-acre reservoir with a useable storage capacity
of 42 acre-feet; (7) a 96-inch-diameter penstock, and a 24-inch-
diameter sluice penstock; (8) a powerhouse with two turbine generators
having a combined installed capacity of 51 MW; (9) a 13.8-mile-long and
a 23.4-mile-long, 230 kV transmission line; and (10) appurtenant
facilities.
The West Point Development consists of: (1) the 448-foot-long, 100-
foot-high Tiger Creek Afterbay dam; (2) a 70-acre reservoir with a
useable storage capacity of 2,606 acre-feet; (3) the 15-foot 6-inch by
13-foot, 2.7-mile-long West Point Tunnel; (4) a 84 and 120-inch-
diameter penstock; (5) a powerhouse with a turbine generator having an
installed capacity of 12.8 MW; (6) a 23.5-mile-long, 60 kV transmission
line; and (7) appurtenant facilities. PG&E proposes to upgrade the
turbine generator unit by 0.8 MW to 13.6 MW.
The Electra Development consists of: (1) the 188-foot-long Electra
diversion dam; (2) the 15-foot 6-inch by 13-foot-wide, 8-mile-long
Electra Tunnel; (3) the 636-foot-long, 123-foot-high Lake Tabeaud dam;
(4) a 42-acre reservoir with a useable storage capacity of 990 acre-
feet; (5) the 12-foot by 12-foot, 0.5-mile-long Tabeaud Tunnel; (6) a
powerhouse with three turbine generators with an installed capacity of
84.4 MW; and (7) appurtenant facilities.
The project lands for the Mokelumne Project include 1,059 acres
administered by the Eldorado and Stanislaus National Forests and 49
acres administered by the Bureau of Land Management (BLM). A 25,000-
acre State Game Refuge and the 12,200-acre Mokelumne Archaeological
District are also within the project boundaries.
m. Purpose of Project: Project power would be utilized by the
applicant for sale to its customers.
n. This notice also consists of the following standard paragraphs:
A4 and D10.
o. Available Location of Application: A copy of the application, as
amended and supplemented, is available for inspection and reproduction
at the Commission's Public Reference and Files Maintenance Branch,
located at 888 First Street, N.E., Room 2-A, Washington, DC 20426, or
by calling (202) 208-1371. A copy is also available for inspection and
reproduction at Pacific Gas and Electric Company, 201 Mission Street,
San Francisco, CA 94177, or by calling David Moller at (415) 973-4696.
9 a. Type of Application: Major New License.
b. Project No.: 1984-056.
c. Date filed: January 25, 1996.
d. Applicant: Wisconsin River Power Company.
e. Name of Project: Petenwell and Castle Rock Project.
f. Location: on the Wisconsin River in Adams, Juneau, and Wood
Counties, Wisconsin.
g. Filed Pursuant to: Federal Power Act 16 U.S.C. Secs. 791 (a)-
825(r).
h. Applicant Contact: Mr. Richard L. Hilliker, President, Wisconsin
River Power Company, P. O. Box 8050, Wisconsin Rapids, WI 54495, (715)
422-3722.
[[Page 8056]]
i. FERC Contact: Robert Bell (202) 219-2806.
j. Comment Date: 60 days from the filing date in paragraph C.
k. Description of Project: The current licensed project consists of
the following two developments:
Petenwell Development
(1) the existing Petenwell Dam consists of a series of dams and
dikes 15,505 feet long and approximately 38 feet high; (2) an
impoundment having a surface area of 25,180 acres, with a storage
capacity of 495,000 acre-feet at normal water surface elevation of
923.9 feet msl; (3) the Existing intake structure; (4) the existing
powerhouse having 4 generating units having a total installed capacity
of 20-MW; (5) an existing transmission line; and (6) appurtenant
facilities.
Castle Rock Development
(1) the existing Castle Rock Dam consist of a series of dams and
dikes 19,374 feet long and approximately 30 feet high; (2) an
impoundment having a surface area of 14,900 acres and storage capacity
of 136,000 acre-feet at normal water surface elevation of 881.9 feet
msl; (3) the Existing intake structure; (4) the existing powerhouse
having 5 generating units having a total installed capacity of 15-MW;
(5) an existing transmission line; and (6) appurtenant facilities.
No additional is being proposed for this project under this new
license.
l. With this notice, we are initiating consultation with the
Wisconsin STATE HISTORIC PRESERVATION OFFICER (SHPO), as required by
Sec. 106, National Historic Preservation Act, and the regulations of
the Advisory Council on Historic Preservation, 36 CFR 800.4.
m. Pursuant to Section 4.32(b)(7) of 18 CFR of the Commission's
Regulations, if any resource agency, Indian Tribe, or person believes
that an additional scientific study should be conducted in order to
form an adequate factual basis for a complete analysis of the
application on its merit, the resource agency, Indian Tribe, or person
must file a request for a study with the Commission not later than 60
days from the filing date and serve a copy of the request on the
applicant.
Standard Paragraphs
A4. Development Application--Public notice of the filing of the
initial development application, which has already been given,
established the due date for filing competing applications or notices
of intent. Under the Commission's regulations, any competing
development application must be filed in response to and in compliance
with public notice of the initial development application. No competing
applications or notices of intent may be filed in response to this
notice.
B. Comments, Protests, or Motions to Intervene--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, .211,
.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 comments, protests, or
motions to intervene must be received on or before the specified
comment date for the particular application.
C1. Filing and Service of Responsive Documents--Any filings must
bear in all capital letters the title ``COMMENTS'', ``RECOMMENDATIONS
FOR TERMS AND CONDITIONS'', ``PROTEST'', OR ``MOTION TO INTERVENE'', as
applicable, and the Project Number of the particular application to
which the filing refers. Any of the above-named documents must be filed
by providing the original and the number of copies provided by the
Commission's regulations to: The Secretary, Federal Energy Regulatory
Commission, 888 First Street, N.E., Washington, D.C. 20426. A copy of
any motion to intervene must also be served upon each representative of
the Applicant specified in the particular application.
D2. Agency Comments--Federal, state, and local agencies are invited
to file comments on the described application. A copy of the
application may be obtained by agencies directly from the Applicant. If
an agency does not file comments within the time specified for filing
comments, it will be presumed to have no comments. One copy of an
agency's comments must also be sent to the Applicant's representatives.
D10. Filing and Service of Responsive Documents--The application is
ready for environmental analysis at this time, and the Commission is
requesting comments, reply comments, recommendations, terms and
conditions, and prescriptions.
The Commission directs, pursuant to section 4.34(b) of the
regulations (see Order No. 533 issued May 8, 1991, 56 FR 23108, May 20,
1991) that all comments, recommendations, terms and conditions and
prescriptions concerning the application be filed with the Commission
within 60 days from the issuance date of this notice (April 22, 1996
for Project No. 11478-000 and April 23, 1996 for Project No. 137-002).
All reply comments must be filed with the Commission within 105 days
from the date of this notice (June 6, 1996 for Project No. 11478-000
and June 7, 1996 for Project No. 137-002). Anyone may obtain an
extension of time for these deadlines from the Commission only upon a
showing of good cause or extraordinary circumstances in accordance with
18 CFR 385.2008.
All filings must (1) bear in all capital letters the title
``COMMENTS'', ``REPLY COMMENTS'', ``RECOMMENDATIONS,'' ``TERMS AND
CONDITIONS,'' or ``PRESCRIPTIONS;'' (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 submitting the filing; and (4) otherwise comply
with the requirements of 18 CFR 385.2001 through 385.2005. All
comments, recommendations, terms and conditions or prescriptions must
set forth their evidentiary basis and otherwise comply with the
requirements of 18 CFR 4.34(b). Agencies may obtain copies of the
application directly from the applicant. Any of these documents must be
filed by providing the original and the number of copies required by
the Commission's regulations to: The Secretary, Federal Energy
Regulatory Commission, 888 First Street, N.E., Washington, D.C. 20426.
An additional copy must be sent to Director, Division of Project
Review, Office of Hydropower Licensing, Federal Energy Regulatory
Commission, at the above address. Each filing must be accompanied by
proof of service on all persons listed on the service list prepared by
the Commission in this proceeding, in accordance with 18 CFR 4.34(b),
and 385.2010.
Dated: February 26, 1996.
Lois D. Cashell,
Secretary.
[FR Doc. 96-4768 Filed 2-29-96; 8:45 am]
BILLING CODE 6717-01-P