Notice of Applications Tendered for Filing With the Commission and Establishing Procedural Schedule for Licensing and Deadline for Submission of Final Amendments, 51409-51412 [2022-18067]
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Federal Register / Vol. 87, No. 161 / Monday, August 22, 2022 / Notices
communication and responses thereto
in the decisional record. The
Commission will grant such a request
only when it determines that fairness so
requires. Any person identified below as
having made a prohibited off-the-record
communication shall serve the
document on all parties listed on the
official service list for the applicable
proceeding in accordance with Rule
2010, 18 CFR 385.2010.
Exempt off-the-record
communications are included in the
decisional record of the proceeding,
unless the communication was with a
cooperating agency as described by 40
CFR 1501.6, made under 18 CFR
385.2201(e)(1)(v).
The following is a list of off-therecord communications recently
received by the Secretary of the
Commission. The communications
listed are grouped by docket numbers in
ascending order. These filings are
available for electronic review at the
Commission in the Public Reference
Docket Nos.
File date
Exempt:
None.
1. CP16–10–000, CP21–57–000, CP19–477–000 .............
Dated: August 16, 2022.
Debbie-Anne A. Reese,
Deputy Secretary.
[FR Doc. 2022–18046 Filed 8–19–22; 8:45 am]
BILLING CODE 6717–01–P
DEPARTMENT OF ENERGY
Federal Energy Regulatory
Commission
Combined Notice of Filings
Take notice that the Commission has
received the following Natural Gas
Pipeline Rate and Refund Report filings:
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Filings Instituting Proceedings
Docket Numbers: RP22–1122–000.
Applicants: Leucrotta Exploration
Inc., Coelacanth Energy Inc.
Description: Joint Petition for
Temporary Limited Waiver of Capacity
Release Regulations, et al. of Leucrotta
Exploration Inc., et al.
Filed Date: 8/11/22.
Accession Number: 20220811–5156.
Comment Date: 5 p.m. ET 8/23/22.
Docket Numbers: RP22–1123–000.
Applicants: Florida Gas Transmission
Company, LLC.
Description: § 4(d) Rate Filing: Update
Electric Portion of GT&C Section 27 to
be effective 9/12/2022.
Filed Date: 8/12/22.
Accession Number: 20220812–5033.
Comment Date: 5 p.m. ET 8/24/22.
Docket Numbers: RP22–1124–000.
Applicants: El Paso Natural Gas
Company, L.L.C.
Description: § 4(d) Rate Filing:
Negotiated Rate Agreement Update
(Shell Aug 22) to be effective 8/15/2022.
Filed Date: 8/12/22.
08–03–2022
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Prohibited
West Virginia Governor Jim Justice.
Accession Number: 20220812–5057.
Comment Date: 5 p.m. ET 8/24/22.
Docket Numbers: RP22–1125–000.
Applicants: Enable Gas Transmission,
LLC.
Description: Compliance filing:
Baseline Tenth Revised Volume No. 1 to
be effective 9/15/2022.
Filed Date: 8/15/22.
Accession Number: 20220815–5027.
Comment Date: 5 p.m. ET 8/29/22.
Docket Numbers: RP22–1126–000.
Applicants: Enable Gas Transmission,
LLC.
Description: Compliance filing: Third
Revised Volume Filed Agreements to be
effective 9/15/2022.
Filed Date: 8/15/22.
Accession Number: 20220815–5028.
Comment Date: 5 p.m. ET 8/29/22.
Docket Numbers: RP22–1127–000.
Applicants: Enable Gas Transmission,
LLC.
Description: Tariff Amendment:
Cancellation of Ninth Revised Volume
No. 1 Tariff to be effective 9/15/2022.
Filed Date: 8/15/22.
Accession Number: 20220815–5047.
Comment Date: 5 p.m. ET 8/29/22.
Docket Numbers: RP22–1128–000.
Applicants: El Paso Natural Gas
Company, L.L.C.
Description: § 4(d) Rate Filing:
Negotiated Rate Agreement Update
(Koch) to be effective 8/16/2022.
Filed Date: 8/15/22.
Accession Number: 20220815–5153.
Comment Date: 5 p.m. ET 8/29/22.
Docket Numbers: RP22–1129–000.
Applicants: Gulfstream Natural Gas
System, L.L.C.
Description: § 4(d) Rate Filing: August
2022 Clean-up Filing to be effective 9/
16/2022.
PO 00000
Room or may be viewed on the
Commission’s website 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, please contact FERC Online
Support at FERCOnlineSupport@
ferc.gov or toll free at (866) 208–3676, or
for TTY, contact (202) 502–8659.
Presenter or requester
Center Rivers Power, NH LLC ........................................................................................
Center Rivers Power, NH LLC ........................................................................................
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51409
Filed Date: 8/16/22.
Accession Number: 20220816–5015.
Comment Date: 5 p.m. ET 8/29/22.
Any person desiring to intervene or
protest in any of the above proceedings
must file in accordance with Rules 211
and 214 of the Commission’s
Regulations (18 CFR 385.211 and
385.214) on or before 5:00 p.m. Eastern
time on the specified comment date.
Protests may be considered, but
intervention is necessary to become a
party to the proceeding.
The filings are accessible in the
Commission’s eLibrary system (https://
elibrary.ferc.gov/idmws/search/
fercgensearch.asp) by querying the
docket number.
eFiling is encouraged. More detailed
information relating to filing
requirements, interventions, protests,
service, and qualifying facilities filings
can be found at: https://www.ferc.gov/
docs-filing/efiling/filing-req.pdf. For
other information, call (866) 208–3676
(toll free). For TTY, call (202) 502–8659.
Dated: August 16, 2022.
Debbie-Anne A. Reese,
Deputy Secretary.
[FR Doc. 2022–18042 Filed 8–19–22; 8:45 am]
BILLING CODE 6717–01–P
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
Project No. 2287–053.
Project No. 2288–057.
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Federal Register / Vol. 87, No. 161 / Monday, August 22, 2022 / Notices
Hydro
Hydro
Hydro
Hydro
Hydro
Hydro
America,
America,
America,
America,
America,
America,
LLC
LLC
LLC
LLC
LLC
LLC
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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,
luke.anderson@
brookfieldrenewable.com.
i. FERC Contact: Ryan Hansen at (202)
502–8074 or email at ryan.hansen@
ferc.gov.
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, 2foot-high spillway section with a crest
elevation of 1094.2 feet; (d) a 145-footlong, 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-foothigh spillway section with crest
elevation of 1094.2 feet; and (f) a 137foot-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
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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 550foot-long bypassed reach of the
Androscoggin River.
Riverside: The existing Riverside
Hydroelectric Project consists of: (1) an
approximately 846-foot-long, 21-foothigh 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-inchhigh 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-footwide, 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-footwide 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 2,350foot-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
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No.
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No.
No.
No.
No.
2300–052.
2311–067.
2326–054.
2327–047.
2422–058.
2423–031.
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, 25foot-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 100foot-wide power canal fitted with
trashracks; (4) a 1,440-foot-long, 18-footdiameter steel penstock; (5) a 1.15
million gallon steel surge tank; (6) a 65foot-long, 53-foot-wide powerhouse
containing one generating unit with a
rated capacity of 15 MW; (7) a 400-footlong tailrace; (8) a 1,500-foot-long, 115kV transmission line conveying power
from the powerhouse to the regional
grid; and (9) appurtenant facilities. The
project creates an approximately 0.5mile-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, 25foot-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-footlong gatehouse equipped with a 21.6feet-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 50foot-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.
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Federal Register / Vol. 87, No. 161 / Monday, August 22, 2022 / Notices
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, 11foot-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-footlong, 43-foot-wide, 67-foot-high
powerhouse with a 41-foot-long, 16foot-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 16foot-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-footwide 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, 18foot-deep excavated earthen power
canal with riprap lining; (4) a 126-footlong by 18-foot-wide gatehouse with 14
operable gates and trashracks with 3inch 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 370foot-long tailrace; (7) a 22-kV, 50-footlong 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 90foot-long spillway topped with a 12inch-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-footlong, 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-footlong section containing three 25-footlong, 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 14foot-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-milelong, 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 (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 (P–5679). For assistance,
contact FERC at FERCOnlineSupport@
ferc.gov or call toll-free, (866) 208–3676
or (202) 502–8659 (TTY).
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.
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Milestone
Target date
Issue Deficiency Letter (if necessary) ...........................................................................................................................
Issue Additional Information Request (if necessary) .....................................................................................................
Notice of Acceptance/Notice of Ready for Environmental Analysis ..............................................................................
Filing of recommendations, preliminary terms and conditions, and fishway prescriptions ...........................................
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September 2022.
October 2022.
December 2022.
February 2023.
51412
Federal Register / Vol. 87, No. 161 / Monday, August 22, 2022 / Notices
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
and Toxics, Environmental Protection
Agency, 1200 Pennsylvania Ave. NW,
Washington, DC 20460–0001; telephone
number: (202) 564–1667; email address:
edelstein.rebecca@epa.gov.
For general information contact: The
TSCA-Hotline, ABVI-Goodwill, 422
South Clinton Ave., Rochester, NY
14620; telephone number: (202) 554–
1404; email address: TSCA-Hotline@
epa.gov.
SUPPLEMENTARY INFORMATION:
ENVIRONMENTAL PROTECTION
AGENCY
I. Executive Summary
[EPA–HQ–OPPT–2022–0116; FRL–9412–16–
OCSPP]
Certain New Chemicals or Significant
New Uses; Statements of Findings for
May, June, and July 2022
Environmental Protection
Agency (EPA).
ACTION: Notice.
AGENCY:
The Toxic Substances Control
Act (TSCA) requires EPA to publish in
the Federal Register a statement of its
findings after its review of certain TSCA
submissions when EPA makes a finding
that a new chemical substance or
significant new use is not likely to
present an unreasonable risk of injury to
health or the environment. Such
statements apply to premanufacture
notices (PMNs), microbial commercial
activity notices (MCANs), and
significant new use notices (SNUNs)
submitted to EPA under TSCA. This
document presents statements of
findings made by EPA on such
submissions during the period from
May 1, 2022 to July 31, 2022.
ADDRESSES: The docket for this action,
identified by docket identification (ID)
number EPA–HQ–OPPT–2022–0116, is
available online at https://
www.regulations.gov or in-person at the
Office of Pollution Prevention and
Toxics Docket (OPPT Docket),
Environmental Protection Agency
Docket Center (EPA/DC), West William
Jefferson Clinton Bldg., Rm. 3334, 1301
Constitution Ave. NW, Washington, DC.
The Public Reading Room is open from
8:30 a.m. to 4:30 p.m., Monday through
Friday, excluding legal holidays. The
telephone number for the Public
Reading Room is (202) 566–1744, and
the telephone number for the OPPT
Docket is (202) 566–0280. For the latest
status information on EPA/DC services
and docket access, visit https://
www.epa.gov/dockets.
FOR FURTHER INFORMATION CONTACT: For
technical information contact: Rebecca
Edelstein, New Chemical Division
(7405M), Office of Pollution Prevention
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SUMMARY:
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A. Does this action apply to me?
This action provides information that
is directed to the public in general.
B. What action is the Agency taking?
This document lists the statements of
findings made by EPA after review of
submissions under TSCA section 5(a)
that certain new chemical substances or
significant new uses are not likely to
present an unreasonable risk of injury to
health or the environment. This
document presents statements of
findings made by EPA during the
reporting period.
C. What is the Agency’s authority for
taking this action?
TSCA section 5(a)(3) requires EPA to
review a submission under TSCA
section 5(a) and make one of the
following specific findings:
• The chemical substance or
significant new use presents an
unreasonable risk of injury to health or
the environment;
• The information available to EPA is
insufficient to permit a reasoned
evaluation of the health and
environmental effects of the chemical
substance or significant new use;
• The information available to EPA is
insufficient to permit a reasoned
evaluation of the health and
environmental effects and the chemical
substance or significant new use may
present an unreasonable risk of injury to
health or the environment;
• The chemical substance is or will
be produced in substantial quantities,
and such substance either enters or may
reasonably be anticipated to enter the
environment in substantial quantities or
there is or may be significant or
substantial human exposure to the
substance; or
• The chemical substance or
significant new use is not likely to
present an unreasonable risk of injury to
health or the environment.
Under TSCA, the unreasonable risk
findings must be made without
consideration of costs or other non-risk
factors, including an unreasonable risk
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to a potentially exposed or susceptible
subpopulation identified as relevant
under the conditions of use. The term
‘‘conditions of use’’ is defined in TSCA
section 3 to mean ‘‘the circumstances, as
determined by the Administrator, under
which a chemical substance is intended,
known, or reasonably foreseen to be
manufactured, processed, distributed in
commerce, used, or disposed of.’’
TSCA section 5(g) requires EPA to
publish in the Federal Register a
statement of its findings after its review
of a submission under TSCA section
5(a) when EPA makes a finding that a
new chemical substance or significant
new use is not likely to present an
unreasonable risk of injury to health or
the environment. Such statements apply
to PMNs, MCANs, and SNUNs
submitted to EPA under TSCA section
5.
Anyone who plans to manufacture
(which includes import) a new chemical
substance for a non-exempt commercial
purpose and any manufacturer or
processor wishing to engage in a use of
a chemical substance designated by EPA
as a significant new use must submit a
notice to EPA at least 90 days before
commencing manufacture of the new
chemical substance or before engaging
in the significant new use.
The submitter of a notice to EPA for
which EPA has made a finding of ‘‘not
likely to present an unreasonable risk of
injury to health or the environment’’
may commence manufacture of the
chemical substance or manufacture or
processing for the significant new use
notwithstanding any remaining portion
of the applicable review period.
II. Statements of Findings Under TSCA
Section 5(a)(3)(C)
In this unit, EPA provides the
following information (to the extent that
such information is not claimed as
Confidential Business Information
(CBI)) on the PMNs, MCANs and
SNUNs for which, during this period,
EPA has made findings under TSCA
section 5(a)(3)(C) that the new chemical
substances or significant new uses are
not likely to present an unreasonable
risk of injury to health or the
environment:
The following list provides the EPA
case number assigned to the TSCA
section 5(a) submission and the
chemical identity (generic name if the
specific name is claimed as CBI).
• J–22–0012, J–22–0013, Genetically
modified microorganism for the
production of a chemical substance
(Generic Name).
To access EPA’s decision document
describing the basis of the ‘‘not likely to
present an unreasonable risk’’ finding
E:\FR\FM\22AUN1.SGM
22AUN1
Agencies
[Federal Register Volume 87, Number 161 (Monday, August 22, 2022)]
[Notices]
[Pages 51409-51412]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2022-18067]
-----------------------------------------------------------------------
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,
[email protected].
i. FERC Contact: Ryan Hansen at (202) 502-8074 or email at
[email protected].
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 (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 (P-5679). For assistance, contact FERC at
[email protected] or call toll-free, (866) 208-3676 or (202)
502-8659 (TTY).
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
------------------------------------------------------------------------
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