[Federal Register Volume 89, Number 160 (Monday, August 19, 2024)]
[Notices]
[Pages 67084-67088]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2024-18527]


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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Project No. 2645-176]


Erie Boulevard Hydropower, L.P.; Notice of Application Tendered 
for Filing With the Commission and Establishing Procedural Schedule for 
Licensing and Deadline for Submission of Final Amendments

    Take notice that the following hydroelectric application has been 
filed

[[Page 67085]]

with the Commission and is available for public inspection.
    a. Type of Application: New Major License.
    b. Project No.: 2645-176.
    c. Date Filed: July 30, 2024.
    d. Applicant: Erie Boulevard Hydropower, L.P. (Erie).
    e. Name of Project: Beaver River Hydroelectric Project (project).
    f. Location: On the Beaver River in Lewis and Herkimer Counties, 
New York.
    g. Filed Pursuant to: Federal Power Act, 16 U.S.C. 791(a)-825(r).
    h. Applicant Contact: Mr. Steven P. Murphy, Director--U.S. 
Licensing, Brookfield Renewable, 33 West 1st Street South, Fulton, NY 
13069; telephone at (315) 598-6130; email at 
[email protected].
    i. FERC Contact: Nicholas Ettema, Project Coordinator, Great Lakes 
Branch, Division of Hydropower Licensing; telephone at (312) 596-4447; 
email at [email protected].
    j. The application is not ready for environmental analysis at this 
time.
    k. Project Description: The project consists of the following eight 
developments from upstream to downstream: the 8-megawatt (MW) Moshier 
Development, the 5.81-MW Eagle Development, the 12.145-MW Soft Maple 
Development, the 2.8-MW Effley Development, the 1.5-MW Elmer 
Development, the 4.645-MW Taylorville Development, the 2.21-MW Belfort 
Development, and the 4.8-MW High Falls Development.

Project Facilities

Moshier Development

    The Moshier Development consists of an approximately 1,104-foot-
long dam (Moshier Dam) that includes the following sections: (1) an 
approximately 181-foot-long earthen dike; (2) an approximately 654-
foot-long earthen embankment with a 32-foot-long gatehouse and a 28-
foot-long intake structure with two sluice gates and two trashracks 
with 1-inch clear bar spacing; and (3) a 269-foot-long concrete section 
that includes a sluice gate, a 200-foot-long ogee spillway with 2-foot-
high flashboards that have a crest elevation of 1,641.48 feet North 
American Vertical Datum of 1988 (NAVD 88), and a non-overflow section. 
The dam creates an impoundment that has a surface area of 340 acres at 
1,641.48 feet NAVD 88.
    From the impoundment, water flows through the intake structure to 
an approximately 1.9-mile-long penstock with a surge tank. The penstock 
bifurcates into two approximately 70-foot-long penstocks that each 
conveys water to a 4-MW vertical Francis turbine-generator, for a total 
installed capacity of 8 MW. The turbine-generators are located in a 70-
foot-wide, 34-foot-long powerhouse. Water is discharged from the 
turbines to a 30-foot-long tailrace. The development creates an 
approximately 2.1-mile-long bypassed reach of the Beaver River.
    The generators are connected to the regional electric grid by two 
20-foot-long, 6.6-kilovolt (kV) overhead generator lead lines and a 
6.6/115-kV step-up transformer.
    The project recreation facilities include: (1) a hand-carry boat 
portage route with an impoundment take-out site, a 2-mile-long portage 
trail, and a put-in site approximately 780 feet downstream of the 
powerhouse; (2) a parking area for 10 vehicles adjacent to the portage 
put-in site; (3) a parking area for 6 vehicles adjacent to the dam; and 
(4) a boat put-in site approximately 600 feet downstream of the dam for 
whitewater flow release events.
    The minimum and maximum hydraulic capacities of the powerhouse are 
100 and 660 cubic feet per second (cfs), respectively. The average 
annual energy production of the development from 2010 through 2020, was 
38,761 megawatt-hours (MWh).

Eagle Development

    The Eagle Development consists of a concrete dam (Eagle Dam) that 
includes the following sections: (1) a 62.7-foot-long headgate 
structure that includes four stoplog gates and four trashracks with 1-
inch clear bar spacing; (2) a non-overflow section; (3) an 
approximately 10-foot-long section with a sluice gate; (4) a 183-foot-
long ogee spillway with 1-foot-high flashboards that have a crest 
elevation of 1,426.65 feet NAVD 88; and (5) a 29-foot-long section with 
two low-level gates. The dam creates an impoundment that has a surface 
area of 138 acres at 1,426.65 feet NAVD 88.
    From the impoundment, water flows through the headgate structure to 
a 540-foot-long forebay canal with a 150-foot-long non-overflow section 
and a stoplog gate. From the forebay canal, water enters an intake 
structure that includes three sluice gates, a trashrack with 1.25-inch 
clear bar spacing, and a 32.7-foot-long gatehouse. From the intake 
structure, water enters a 2,725-foot-long penstock that conveys water 
to three 1.35-MW horizontal Francis turbine-generators and a 1.79-MW 
horizontal Francis turbine-generator, for a total installed capacity of 
5.81 MW. The turbine-generators are located in a 62.7-foot-wide, 86.7-
foot-long powerhouse. Water is discharged from the turbines to an 
approximately 300-foot-long tailrace. The development creates an 
approximately 3,854-foot-long bypassed reach of the Beaver River.
    The generators are connected to the regional electric grid by a 
290-foot-long, 2.3-kV overhead generator lead lines and a 2.3/115-kV 
step-up transformer.
    The project recreation facilities include: (1) a hand-carry boat 
portage route with an impoundment take-out site, a 0.7-mile-long 
portage trail, and a put-in site downstream of the powerhouse; (2) a 
fishing access trail to the bypassed reach; and (3) a boat put-in site 
downstream of the dam for whitewater flow release events.
    The minimum and maximum hydraulic capacities of the powerhouse are 
85 and 571 cfs, respectively. The average annual energy production of 
the development from 2010 through 2020, was 32,298 MWh.

Soft Maple Development

    The Soft Maple Development includes: (1) a dam with (a) an 81.5-
foot-long intake structure with six sluice gates and trashracks with 1-
inch clear bar spacing; and (b) a gatehouse; (2) a 720-foot-long 
earthen dam (Terminal Dam); (3) a 173-foot-long concrete dam with (a) a 
144-foot-long ogee spillway with 1.5-foot-high flashboards that have a 
crest elevation of 1,289.9 feet NAVD 88; and (b) two sluice gates; (4) 
a 910-foot-long earthen dam (Diversion Dam) that includes a 10-foot-
long intake structure with a butterfly gate and trashrack; and (5) five 
earthen dikes. The dams and dikes create an impoundment that has a 
surface area of 400 acres at 1,289.9 feet NAVD 88.
    From the impoundment, water flows through the 81.5-foot-long intake 
structure to two 530-foot-long penstocks that provide water to a 6.045-
MW and a 6.1-MW vertical Francis turbine-generator, for a total 
installed capacity of 12.145 MW. The turbine-generators are located in 
an 82-foot-wide, 50-foot-long powerhouse. Water is discharged from the 
turbines to a tailrace. The development creates an approximately 8,340-
foot-long bypassed reach of the Beaver River.
    From the impoundment, water also flows through the intake structure 
of the Diversion Dam to a 316.4-foot-long diversion tunnel and a 263.9-
foot-long pipe that conveys minimum flows to the bypassed reach.
    The generators are connected to the regional electric grid by two 
1,300-foot-long, 6.6-kV overhead generator lead lines and a 6.6/115-kV 
step-up transformer.
    The project recreation facilities include: (1) a hand-carry boat 
portage

[[Page 67086]]

route with an impoundment take-out site, a portage trail, and a put-in 
site approximately 400-feet downstream of the powerhouse, with a 
parking area; (2) a campground adjacent to the impoundment, with 10 
tent sites, an access road, a parking area, a car-top boat launch, and 
four restrooms; (3) seven primitive campsites on islands within the 
impoundment; (4) a picnic area; and (5) a 150-foot-long trail to a 
scenic overlook with a view of the bypassed reach and a parking area 
for four vehicles.
    The minimum and maximum hydraulic capacities of the powerhouse are 
320 and 1,720 cfs, respectively. The average annual energy production 
of the development from 2010 through 2020, was 39,899 MWh.

Effley Development

    The Effley Development consists of a dam (Effley Dam) that includes 
the following sections: (1) a 35.75-foot-long south concrete intake 
structure with a sluice gate and a trashrack with 1-inch clear bar 
spacing; (2) a 38.5-foot-long north concrete intake structure with 
three sluice gates and a trashrack with 1-inch clear bar spacing; (3) a 
647-foot-long concrete section that includes a south non-overflow 
section, a 69.7-foot-long south ogee spillway with a crest elevation of 
1,162.95 feet NAVD 88, a section with a stoplog gate and two low-level 
sluice gates, a 360.5-foot-long north ogee spillway with a crest 
elevation of 1,162.95 feet NAVD 88 and a gate, and a north non-overflow 
section; and (4) a 629-foot-long earthen embankment. The dam creates an 
impoundment that has a surface area of 340 acres at 1,162.95 feet NAVD 
88.
    From the impoundment, water enters through the south intake 
structure to a 148-foot-long penstock that provides water to a 1.44-MW 
vertical Francis turbine-generator located in a 44-feet-long, 42.5-
feet-wide south concrete and masonry powerhouse. Water enters through 
the north intake structure to: (1) an 87-foot-long penstock that 
provides water to a 0.56-MW horizontal Francis turbine-generator; and 
(2) two 87-foot-long penstocks that each provides water to a 0.4-MW 
horizontal Francis turbine-generator, located in a 53-feet-long, 58-
feet-wide north concrete and masonry powerhouse. Overall, the 
development has an installed capacity of 2.8 MW. Water is discharged 
from the powerhouses to a tailrace. The development creates an 
approximately 580-foot-long bypassed reach of the Beaver River.
    The generators are connected to the regional electric grid by two 
45-foot-long, 2.3-kV overhead generator lead lines and a 2.3/115-kV 
step-up transformer.
    The project recreation facilities include a hand-carry boat portage 
route that includes an impoundment take-out site, a 600-foot-long 
portage trail, and a put-in site downstream of the dam.
    The minimum and maximum hydraulic capacities of the north 
powerhouse are 135 and 470 cfs, respectively. The minimum and maximum 
hydraulic capacities of the south powerhouse are 200 and 450 cfs, 
respectively. The average annual energy production of the development 
from 2010 through 2020, was 15,997 MWh.

Elmer Development

    The Elmer Development consists of a 326.5-foot-long concrete dam 
(Elmer Dam) that includes the following sections: (1) a 39-foot-long 
intake structure with four sluice gates and two trashracks with 1-inch 
clear bar spacing; (2) an 18.25-foot-long non-overflow section; (3) a 
122-foot-long west ogee spillway with a crest elevation of 1,107.96 
NAVD 88; (4) a 25-foot-long section with a gate; (5) a 113.75-foot-long 
east ogee spillway with a crest elevation of 1,107.96 NAVD 88; and (6) 
an 8.5-foot-long non-overflow section. The dam creates an impoundment 
that has a surface area of 34 acres at 1,107.96 feet NAVD 88.
    From the impoundment, water flows through the intake structure to 
two 0.75-MW vertical Francis turbine-generators located in a 33.7-feet-
long, 78.3-feet-wide powerhouse, for a total installed capacity of 1.5 
MW. Water is discharged from the turbines to an approximately 110-foot-
long tailrace. The development creates an approximately 260-foot-long 
bypassed reach of the Beaver River.
    The generators are connected to the regional electric grid by a 55-
foot-long, 2.3-kV overhead generator lead line and a 2.3/23-kV step-up 
transformer.
    The project recreation facilities include a hand-carry boat portage 
route with an impoundment take-out site, a 400-foot-long portage trail, 
and a put-in site downstream of the dam.
    The minimum and maximum hydraulic capacities of the powerhouse are 
80 and 700 cfs, respectively. The average annual energy production of 
the development from 2010 through 2020, was 11,264 MWh.

Taylorville Development

    The Taylorville Development consists of a concrete dam (Taylorville 
Dam) that includes the following sections: (1) a south dam section that 
includes a 348-foot-long ogee spillway with 0.8-foot-high flashboards 
that have a crest elevation of 1,070.46 feet NAVD 88; and (2) a north 
dam section that includes: (a) a 29.1-foot-long section with two sluice 
gates; (b) a 119.5-foot-long ogee spillway with 0.8-foot-high 
flashboards that have a crest elevation of 1,070.46 feet NAVD 88; (c) a 
section with a sluice gate; and (d) a non-overflow section that 
includes a 33-foot-long intake structure with three sluice gates and a 
trashrack with 1-inch clear bar spacing. The dam creates an impoundment 
that has a surface area of 170 acres at 1,070.46 feet NAVD 88.
    From the impoundment, water flows through the intake structure to a 
2,725-foot-long penstock with a surge tank. The penstock conveys water 
to two 1.1-MW, one 1.245-MW, and one 1.2-MW horizontal Francis turbine-
generator, for a total installed capacity of 4.645 MW. The turbine-
generators are located in a 92.7-foot-long, 62.5-foot-wide powerhouse. 
Water is discharged from the turbines to a tailrace. The development 
creates an approximately 4,540-foot-long bypassed reach of the Beaver 
River.
    The generators are connected to the regional electric grid by a 55-
foot-long, 2.3-kV overhead generator lead line, a 2.3/23-kV step-up 
transformer, and a 200-foot-long, 23-kV transmission line.
    The project recreation facilities include: (1) a hand-carry boat 
portage route that includes an impoundment access site, a 2-mile-long 
portage trail, and a put-in site downstream of the powerhouse; (2) a 
walking trail that begins near the impoundment access site; (3) a 
picnic area near the boat take-out site with picnic tables, grills, and 
a parking area for 10 vehicles; and (4) a picnic area near the boat 
put-in site.
    The minimum and maximum hydraulic capacities of the powerhouse are 
100 and 720 cfs, respectively. The average annual energy production of 
the development from 2010 through 2020, was 24,204 MWh.

Belfort Development

    The Belfort Development consists of a dam (Belfort Dam) that 
includes the following sections: (1) an approximately 206-foot-long 
section that includes a 161.1-foot-long ogee spillway with 2-foot-high 
flashboards that have a crest elevation of 965.64 feet NAVD 88; a 
surface-level gate; and a low-level gate; (2) an approximately 250-
foot-long non-overflow section; (3) an approximately 88-foot-long non-
overflow c section; and (4) a 60-foot-long intake structure with two 
sluice gates and two trashracks with 1-inch clear bar spacing. The dam 
creates an impoundment that has a surface area of 50 acres at 965.64 
feet NAVD 88.

[[Page 67087]]

    From the impoundment, water flows through the intake structure to a 
52-foot-long penstock that provides water to a 0.4-MW horizontal 
Francis turbine-generator and a 0.64-MW double horizontal Francis 
turbine-generator, and a 52-foot-long penstock that provides water to a 
1.17-MW double Francis turbine-generator, for a total installed 
capacity of 2.21 MW. The turbine-generators are located in a 39-foot-
long, 78-foot-wide powerhouse. Water is discharged from the turbines to 
a 400-foot-long tailrace. The development creates an approximately 900-
foot-long bypassed reach of the Beaver River.
    The generators are connected to the regional electric grid by a 
110-foot-long, 2.3-kV overhead generator lead line and a 2.3/23-kV 
step-up transformer.
    The project recreation facilities include: (1) a hand-carry boat 
portage route with an impoundment take-out site, an 800-foot-long 
portage trail, and a put-in site downstream of the powerhouse; and (2) 
a fishing platform adjacent to the dam that provides anglers with 
access to the impoundment.
    The minimum and maximum hydraulic capacities of the powerhouse are 
80 and 800 cfs, respectively. The average annual energy production of 
the development from 2010 through 2020, was 11,267 MWh.

High Falls Development

    The High Falls Development includes: (1) a concrete dam (High Falls 
Dam) that includes the following sections: (a) a non-overflow section 
that includes a 64.25-foot-long intake structure with four sluice 
gates, four trashracks with 1-inch clear bar spacing, and a gatehouse; 
(b) a 204-foot-long ogee spillway with a crest elevation of 914.82 NAVD 
88; (c) a 49.42-foot-long section with a non-operational stoplog gate 
and a low-level outlet gate; (d) a 445.9-foot-long ogee spillway with a 
crest elevation of 914.82 NAVD 88 and a gate; and (e) a 294.2-foot-long 
non-overflow section; and (2) two 100-foot-long dikes. The dam and 
dikes create an impoundment that has a surface area of 145 acres at the 
spillway crest elevation of 914.82 feet NAVD 88.
    From the impoundment, water flows through the intake structure to a 
605-foot-long penstock that provides water to three 1.6-MW vertical 
Francis turbine-generators located in a 34.4-foot-long, 99-foot-wide 
powerhouse, for a total installed capacity of 4.8 MW. Water is 
discharged from the turbines to a 15.5-foot-long tailrace. The 
development creates an approximately 1,108-foot-long bypassed reach of 
the Beaver River.
    The generators are connected to the regional electric grid by two 
75-foot-long, 2.3-kV underground generator lead lines and a 2.3/23-kV 
step-up transformer.
    The project recreation facilities include: (1) a hand-carry boat 
portage route that includes an impoundment take-out site, a portage 
trail, and a put-in site downstream of the powerhouse; (2) five 
campsites on the islands in the impoundment; and (3) a picnic area with 
picnic tables and grills, and an associated parking area for about 10 
vehicles.
    The minimum and maximum hydraulic capacities of the powerhouse are 
150 and 900 cfs, respectively. The average annual energy production of 
the development from 2010 through 2020, was 30,877 MWh.

Project Operation

    The current license requires the implementation of a Streamflow and 
Headpond Elevation Monitoring Plan that includes minimum and maximum 
impoundment elevation limits for each of the developments, and the 
following impoundment fluctuation limits: (1) for the Moshier, Soft 
Maple, and Effley Developments, 1 foot from May 1 through June 30, and 
1.5 feet from July 1 through April 30 under normal conditions; and 3 
feet during low flow conditions; (2) 1 foot at the Eagle, Elmer, 
Taylorville, and Belfort Developments; and (3) for the High Falls 
Development, 1.5 feet under normal conditions and 3 feet during low 
flow conditions. The Streamflow and Headpond Elevation Monitoring Plan 
requires the following minimum flows or inflow, whichever is less, to 
the bypassed reaches: (1) 45 cfs at the Moshier and Eagle Developments; 
(2) 35 cfs at the Soft Maple Development; (3) 20 cfs at the Effley, 
Elmer, and Belfort Developments; (4) 60 cfs at the Taylorville 
Development; and (5) 30 cfs at the High Falls Development. The current 
license also requires a minimum base flow of 250 cfs downstream of the 
project. The current license requires the implementation of a Low Flow 
Augmentation Plan that includes withdrawing water from the impoundments 
when inflow is less than the minimum base flow.
    Erie releases minimum bypassed reach and fish conveyance flows 
through the following structures: (1) at the Moshier Development, Erie 
uses the sluice gate in the concrete section of the dam, a wooden 
flume, and a 3-foot-deep plunge pool approximately 80 feet downstream 
of the sluice gate; (2) at the Eagle Development, Erie uses the sluice 
gate and a 53-foot-long timber flume; (3) at the Soft Maple 
Development, Erie uses the two sluice gates in the 173-foot-long dam; 
(4) at the Effley Development, Erie uses the gate in the north spillway 
and a plunge pool immediately downstream of the gate; (5) at the Elmer 
Development, Erie uses the gate in the 25-foot-long section of the dam; 
(6) at the Taylorville Development, Erie uses the sluice gates in the 
north dam section and a plunge pool immediately downstream of the 
sluice gates; (7) at the Belfort Development, Erie uses the surface-
level gate; and (8) at the High Falls Development, Erie uses the gate 
at the 445.9-foot-long spillway. Erie also uses the 263.9-foot-long 
pipe that extends from the diversion tunnel of the Soft Maple 
Development, and the low-level outlet gate of the High Falls 
Development to release minimum flows.
    The current license also requires the implementation of a 
Recreation Plan that requires operation and maintenance of the project 
recreation facilities and the following annual whitewater releases: (1) 
one 4-hour release of 400 cfs from the Moshier Dam; (2) five 4-hour 
releases of 200 cfs from the Taylorville Dam; and (3) five 4-hour 
releases of 200 cfs from the Eagle Dam.
    The current license also requires the implementation of a Cultural 
Resources Management Plan to protect historic properties.
    The average annual energy production of the project (i.e., Moshier, 
Eagle, Soft Maple, Effley, Elmer, Taylorville, Belfort, and High Falls 
Developments) from 2010 through 2020, was 204,567 megawatt-hours.
    Erie is not proposing to add any new project facilities. However, 
Erie proposes to revise the project boundary around the impoundments to 
follow the normal maximum impoundment elevations and add/remove land 
that is occupied by or adjacent to project facilities, which would 
result in a net increase of land and water in the project boundary from 
2,394 acres under the current license to 2,414.1 acres under the 
proposed license.
    Erie proposes to continue operating the project as required under 
the current license and generally described above, including the 
requirements for minimum flows, impoundment levels, and the Low Flow 
Augmentation Plan. In addition, Erie proposes to develop a new minimum 
flow and fish conveyance plan, streamflow and headpond monitoring plan, 
and historic properties management plan. Erie also proposes to: (1) 
maintain a fishing access area at the Moshier Development as a project 
recreation facility; (2) install trail markers along the trail that is 
on the shoreline of the bypassed reach of the Taylorville Development; 
(3) and

[[Page 67088]]

continue to provide annual whitewater releases at the Eagle, Moshier, 
and Taylorville Developments.
    l. In addition to publishing the full text of this notice in the 
Federal Register, the Commission provides all interested persons an 
opportunity to view and/or print the contents of this notice, as well 
as other documents in the proceeding (e.g., license application) via 
the internet through the Commission's Home Page (http://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 (P-
2645). For assistance, contact FERC at [email protected], 
(866) 208-3676 (toll free), or (202) 502-8659 (TTY).
    You may also register online at https://ferconline.ferc.gov/FERCOnline.aspx to be notified via email of new filings and issuances 
related to this or other pending projects. For assistance, contact FERC 
Online Support.
    m. The Commission's Office of Public Participation (OPP) supports 
meaningful public engagement and participation in Commission 
proceedings. OPP can help members of the public, including landowners, 
environmental justice communities, Tribal members and others, access 
publicly available information and navigate Commission processes. For 
public inquiries and assistance with making filings such as 
interventions, comments, or requests for rehearing, the public is 
encouraged to contact OPP at (202) 502-6595 or [email protected].
    n. Procedural Schedule: The application will be processed according 
to the following preliminary schedule. Revisions to the schedule will 
be made as appropriate.

Issue Deficiency Letter and Request Additional Information--August 2024
Notice of Acceptance--January 2025

    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.

    Dated: August 13, 2024.
Debbie-Anne A. Reese,
Acting Secretary.
[FR Doc. 2024-18527 Filed 8-16-24; 8:45 am]
BILLING CODE 6717-01-P