Notice2022-18067

Notice of Applications Tendered for Filing With the Commission and Establishing Procedural Schedule for Licensing and Deadline for Submission of Final Amendments

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Published
August 22, 2022

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Energy DepartmentFederal Energy Regulatory Commission

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<title>Federal Register, Volume 87 Issue 161 (Monday, August 22, 2022)</title>
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[Federal Register Volume 87, Number 161 (Monday, August 22, 2022)]
[Notices]
[Pages 51409-51412]
From the Federal Register Online via the Government Publishing Office [<a href="http://www.gpo.gov">www.gpo.gov</a>]
[FR Doc No: 2022-18067]


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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission


Notice of Applications Tendered for Filing With the Commission 
and Establishing Procedural Schedule for Licensing and Deadline for 
Submission of Final Amendments

------------------------------------------------------------------------
 
------------------------------------------------------------------------
Center Rivers Power, NH LLC.............  Project No. 2287-053.
Center Rivers Power, NH LLC.............  Project No. 2288-057.

[[Page 51410]]

 
Great Lakes Hydro America, LLC..........  Project No. 2300-052.
Great Lakes Hydro America, LLC..........  Project No. 2311-067.
Great Lakes Hydro America, LLC..........  Project No. 2326-054.
Great Lakes Hydro America, LLC..........  Project No. 2327-047.
Great Lakes Hydro America, LLC..........  Project No. 2422-058.
Great Lakes Hydro America, LLC..........  Project No. 2423-031.
------------------------------------------------------------------------

    Take notice that the following hydroelectric applications have been 
filed with the Commission and are available for public inspection.
    a. Type of Applications: New Major Licenses.
    b. Project No.: 2287-053, 2288-057, 2300-052, 2311-067, 2326-054, 
2327-047, 2422-058, 2423-031.
    c. Dates Filed: July 28 and August 1, 2022.
    d. Applicants: Center Rivers Power, NH LLC and Great Lakes Hydro 
America, LLC.
    e. Name of Projects: J. Brodie Smith, Gorham, Shelburne, Upper 
Gorham, Cross Power, Cascade, Sawmill, and Riverside Hydroelectric 
Projects.
    f. Location: On the Androscoggin River, in Coos County, New 
Hampshire.
    g. Filed Pursuant to: Federal Power Act, 16 U.S.C. 791 (a)-825(r).
    h. Applicant Contact: Mr. Curtis R. Mooney, Project Manager, 
Central Rivers Power NH, LLC, 59 Ayers Island Road, Bristol, New 
Hampshire 03222, (603) 744-0846.
    Mr. Luke Anderson, Great Lakes Hydro America, LLC, Brookfield 
Renewable, 150 Main St., Lewiston, Maine, 04240, (207) 755-5613, 
<a href="/cdn-cgi/l/email-protection#c2aeb7a9a7eca3aca6a7b0b1adac82a0b0adada9a4aba7aea6b0a7aca7b5a3a0aea7eca1adaf"><span class="__cf_email__" data-cfemail="7c10091719521d1218190e0f13123c1e0e1313171a151910180e1912190b1d1e1019521f1311">[email&#160;protected]</span></a>.
    i. FERC Contact: Ryan Hansen at (202) 502-8074 or email at 
<a href="/cdn-cgi/l/email-protection#a9dbd0c8c787c1c8c7daccc7e9cfccdbca87cec6df"><span class="__cf_email__" data-cfemail="b2c0cbd3dc9cdad3dcc1d7dcf2d4d7c0d19cd5ddc4">[email&#160;protected]</span></a>.
    j. The applications are not ready for environmental analysis at 
this time.
    k. Project Descriptions:
    Sawmill: The existing Sawmill Hydroelectric Project consists of: 
(1) an approximately 720-foot-long concrete dam with a maximum height 
of 15 feet that includes: (a) a 169-foot-long spillway section with a 
crest elevation of 1094.1 feet USGS; (b) a 134-foot-long, 22-foot-wide 
wastegate section, topped with five 18-foot-wide,13-foot-high wooden 
gates; (c) a 99.4-foot-long, 2-foot-high spillway section with a crest 
elevation of 1094.2 feet; (d) a 145-foot-long, 11-foot-high spillway 
section topped with permanent 21-inch-high steel flashboards and a 
crest elevation of 1093.2 feet; (e) a 36-foot-long, 2-foot-high 
spillway section with crest elevation of 1094.2 feet; and (f) a 137-
foot-long spillway section topped with hinged 7.5-foot-high flashboards 
and a crest elevation of 1087.0 feet; (2) an impoundment with a surface 
area of 72.5 acres at a normal full pond elevation of 1094.5 feet; (3) 
a headwork structure including four 9.5-foot-wide, 12-foot-high steel 
wheeled gates conveying flow from the impoundment to the powerhouse; 
(4) a 115-foot-long, 65-foot-wide, 27-foot-high powerhouse integral to 
the western side of the dam containing four turbines and generators 
with a total installed capacity of 3.2 MW; (5) a 120-foot-long tailrace 
at an elevation of 1077.3 feet conveying flow from the powerhouse back 
to the Androscoggin River; (6) a substation located approximately 25 
feet west of the powerhouse; (7) an 1,800-foot-long, 22-kilovolt (kV) 
transmission line connecting the substation to the regional grid; and 
(8) appurtenant facilities. The project creates an approximately 550-
foot-long bypassed reach of the Androscoggin River.
    Riverside: The existing Riverside Hydroelectric Project consists 
of: (1) an approximately 846-foot-long, 21-foot-high rock-filled timber 
and concrete dam that includes: (a) a 660-foot-long spillway consisting 
of a 248-foot-long concrete gravity section with 30-inch-high 
flashboards and a crest elevation of 1076.8 feet; (b) a 235-foot-long 
concrete gravity section with a maximum height of 20 feet and a crest 
elevation of 1076.6 feet; (c) a 177-foot-long timber crib section with 
29-inch-high flashboards and a crest elevation of 1076.9 feet; and (d) 
an integral 91-foot-long, 33-foot-wide, 54-foot-high gatehouse; (2) an 
impoundment with a surface area of 7 acres at a normal full pond 
elevation of 1076.8 feet; (3) two 9-foot-high, 16-foot-wide headgates 
with trashracks with 2.5 inch spacing; (4) two 1,400-foot-long, 11-
foot-diameter steel penstocks; (5) a 104-foot-long, 51-foot-wide, 80-
foot-tall concrete and brick powerhouse containing two vertical Francis 
turbines and accompanying generators rated at 3.8 and 4.1 MW for a 
total installed capacity of 7.9 MW; (6) a 40-foot-long tailrace; (7) a 
400-foot-long, 22-kV transmission line transmitting power from the 
powerhouse to the regional grid; and (8) appurtenant facilities. The 
project creates an approximately 2,350-foot-long bypassed reach of the 
Androscoggin River.
    J. Brodie Smith: The existing J. Brodie Smith Hydroelectric Project 
consists of: (1) a 500-foot-long masonry and concrete U-shaped gravity 
dam with a maximum height of 24 feet that includes: (a) a 170-foot-long 
spillway with a crest elevation of 1003 feet and topped with 6.7-foot-
high hinged steel flashboards and two 17-foot-high, 25-foot-wide steel 
roller-type sluice gates with a sill elevation of 993 feet; (b) a 256-
foot-long spillway with a crest elevation of 1006.7 feet and topped 
with 3-foot-high pin supported wooden flashboards; and (c) two waste 
gates located immediately to the west of an opening in the flashboards; 
(2) an impoundment with a surface area of 8 acres at a normal headwater 
elevation of 1009.7 feet; (3) an intake structure consisting of a 500-
foot-long by 100-foot-wide power canal fitted with trashracks; (4) a 
1,440-foot-long, 18-foot-diameter steel penstock; (5) a 1.15 million 
gallon steel surge tank; (6) a 65-foot-long, 53-foot-wide powerhouse 
containing one generating unit with a rated capacity of 15 MW; (7) a 
400-foot-long tailrace; (8) a 1,500-foot-long, 115-kV transmission line 
conveying power from the powerhouse to the regional grid; and (9) 
appurtenant facilities. The project creates an approximately 0.5-mile-
long bypassed reach of the Androscoggin River.
    Cross Power: The existing Cross Power Hydroelectric Project 
consists of: (1) an approximately 467-foot-long concrete and rock fill 
dam that includes: (a) two concrete non-overflow sections, separated by 
an outcropping ledge; (b) a stoplog opening; (c) a 276-foot-long, 25-
foot-high spillway with a crest elevation that ranges from 918.2 feet 
to 921.7 feet and topped with 42-inch-high flashboards; (d) a 19-foot-
wide, 124-foot-long gatehouse equipped with a 21.6-feet-wide, 18.4-
feet-high trashrack in each bay; and (e) a concrete retaining wall; (2) 
an impoundment with a surface area of 22 acres at a normal full pond 
elevation of 921.7 feet USGS; (3) an original 47-foot-wide, 146-foot-
long concrete and brick powerhouse with a 47-foot-wide, 50-foot-long 
addition on the downstream shore side that contains five propeller 
turbines and five horizontal generators with a combined installed 
capacity of 3.22 MW; (4) a 50-foot-long tailrace; (5) a 20-foot-long 
transmission line transmitting power from the powerhouse to a 3,750 kVA 
transformer located adjacent to the eastern side of the powerhouse; and 
(6) appurtenant facilities.

[[Page 51411]]

    Cascade: The existing Cascade Hydroelectric Project consists of: 
(1) a 583-foot-long concrete gravity dam with a maximum height of 53 
feet consisting of: (a) a 313-foot-long spillway section with a crest 
elevation of 898.4 feet fitted with 3-foot-high flashboards for a total 
elevation of 901.4 feet; and (b) three non-overflow abutment sections 
located between the spillway and forebay gate structure on each side of 
the dam; (2) an impoundment with a surface area of 28 acres at a normal 
full pond elevation of 901.4 feet; (3) an approximately 168-foot long 
and 15-foot-wide forebay gate structure with fourteen 9-foot-wide, 11-
foot-high wooden forebay gates; (4) a 300-foot-long and 240-foot-wide 
forebay with a normal water surface elevation of 901.2 feet; (5) a 4-
foot-wide, 2-inch-long, 6-inch-high sluiceway; (6) a 135-foot-long, 43-
foot-wide, 67-foot-high powerhouse with a 41-foot-long, 16-foot-wide 
addition containing three Francis turbines and three generators with a 
combined installed capacity of 7.92 MW; (7) a 40-foot-long tailrace; 
(8) a 430-foot-long, 22-kV transmission line transmitting power from 
the powerhouse to the regional grid; and (9) appurtenant facilities. 
The project creates an approximately 350-foot-long bypassed reach of 
the Androscoggin River.
    Upper Gorham: The existing Upper Gorham Hydroelectric Project 
consists of: (1) a 775-foot-long timber crib and earthen dam that 
includes: (a) a western 133-foot-long, earthen dike with concrete core 
wall and a crest elevation of 820.0 feet USGS; (b) a 300-foot-long, 18-
foot-high rock-filled timber crib spillway section with 5-foot-high 
flashboards; (c) a 122-foot-long headgate section that regulates flow 
into the power canal; (d) a 113-foot-long by 16-foot-wide gatehouse 
integral with dam; (e) an eastern 220-foot-long earthen dike with 
concrete core wall; and (f) a headgate section containing ten 7.5-foot-
wide stoplog gates fitted with trashracks; (2) an impoundment that is 
approximately 45 acres at a normal full pond elevation of 812.3 feet 
USGS; (3) a 3,350-foot-long, 220-foot-wide, 18-foot-deep excavated 
earthen power canal with riprap lining; (4) a 126-foot-long by 18-foot-
wide gatehouse with 14 operable gates and trashracks with 3-inch clear 
spacing; (5) a 127-foot-long, 74-foot-wide, 26-foot-high powerhouse 
containing four horizontal shaft Francis turbines and four generators 
with a total installed capacity of 4.8 MW; (6) a 370-foot-long 
tailrace; (7) a 22-kV, 50-foot-long transmission line transmits power 
from the powerhouse to three 2500 kVA transformers sitting on a 46-foot 
long by 20-foot-wide transformer pad; and (8) appurtenant facilities. 
The project creates an approximately 1-mile-long bypassed reach of the 
Androscoggin River.
    Gorham: The existing Gorham Hydroelectric Project consists of: (1) 
a 417-foot-long, 20-foot-high timber crib, L-shaped dam that includes: 
(a) a 90-foot-long spillway topped with a 12-inch-long, 12-inch-wide 
wooden flashboard with a crest elevation of 772.2 feet (b) a 252-foot-
long spillway topped with 5.4-foot-high hinged wooden flashboards; (c) 
a 15-foot-wide sluice gate; and (d) a 75-foot-long reinforced concrete 
sluiceway topped with 5.33 foot-high hinged wooden flashboards; (2) an 
impoundment with a surface area of 32 acres; (3) a 415-foot-long, 60-
foot-wide, 20-foot-deep earthen power canal conveying flow from the 
impoundment to the powerhouse; (4) a 37.8-foot-long, 27.1-foot-wide 
powerhouse containing two vertical Francis turbines and two generators 
with a total installed capacity of 2.15 MW; (5) an 850-foot-long 
tailrace; (6) a 200-foot-long, 33-kV transmission line that transmits 
power from the powerhouse to a nearby substation; and (6) appurtenant 
facilities. The project creates an approximately 850-foot-long bypassed 
reach of the Androscoggin River
    Shelburne: The existing Shelburne Hydroelectric Project consists 
of: (1) a 51-foot-long concrete gravity dam that includes: (a) a 70-
foot-long, 3-foot-wide concrete retaining wall along the northern shore 
of the Androscoggin River; (b) a 171-foot-long gated spillway section 
comprised of an 83-foot-long section with 9-foot-high hinged steel and 
wood flashboards; (c) an 88-foot-long section containing three 25-foot-
long, 10-foot-high wastegates separated by 5-foot-wide concrete piers; 
and (d) a 27-foot-wide sluiceway; (2) an impoundment with a surface 
area of approximately 250 acres at the normal full pond elevation of 
734.2 feet; (3) 259 feet of dikes along the south shore of the 
impoundment; (4) a 17-foot-long by 14-foot-wide gate controller 
building located on the island adjacent to the sluiceway housing; (5) a 
15-foot-long by 112-foot-high intake conveying flow from the 
impoundment to the powerhouse fitted with a steel bar trashrack with 3-
inch clear spacing (6) a 110-foot-long, 48.6-foot-wide powerhouse 
integral with the dam containing three turbines and generators a total 
installed capacity of 3.72 MW; (7) a 130-foot-long tailrace; (8) a 5.5-
mile-long, 22-kV transmission line conveying power from the powerhouse 
to the regional grid; and (9) appurtenant facilities.
    l. Location of the Applications: 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 (<a href="http://www.ferc.gov">http://www.ferc.gov</a>) using the ``eLibrary'' link. Enter the 
docket number excluding the last three digits in the docket number 
field to access the document (P-5679). For assistance, contact FERC at 
<a href="/cdn-cgi/l/email-protection#571112051418393b3e393204222727382523173132253479303821"><span class="__cf_email__" data-cfemail="e6a0a3b4a5a9888a8f8883b5939696899492a680839485c8818990">[email&#160;protected]</span></a> or call toll-free, (866) 208-3676 or (202) 
502-8659 (TTY).
    m. You may also register online at <a href="http://www.ferc.gov/docs-filing/esubscription.asp">http://www.ferc.gov/docs-filing/esubscription.asp</a> 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
------------------------------------------------------------------------
Issue Deficiency Letter (if necessary)..........  September 2022.
Issue Additional Information Request (if          October 2022.
 necessary).
Notice of Acceptance/Notice of Ready for          December 2022.
 Environmental Analysis.
Filing of recommendations, preliminary terms and  February 2023.
 conditions, and fishway prescriptions.
------------------------------------------------------------------------


[[Page 51412]]

    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 16, 2022.
Kimberly D. Bose,
Secretary.
[FR Doc. 2022-18067 Filed 8-19-22; 8:45 am]
BILLING CODE 6717-01-P


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Indexed from Federal Register on August 22, 2022.

This is legal information, not legal advice. Laws vary by jurisdiction and change frequently. Always verify current law with official sources and consult a licensed attorney in your jurisdiction for advice on your specific situation.