Tower Kleber Limited Partnership; Notice of Application Accepted for Filing, Soliciting Motions To Intervene and Protests, Ready for Environmental Analysis, and Soliciting Comments, Recommendations, Terms and Conditions, and Prescriptions

<NOTICE> DEPARTMENT OF ENERGY <SUBAGY>Federal Energy Regulatory Commission</SUBAGY> <DEPDOC>[Project No. 10615-058]</DEPDOC> <SUBJECT>Tower Kleber Limited Partnership; Notice of Application Accepted for Filing, Soliciting Motions To Intervene and Protests, Ready for Environmental Analysis, and Soliciting Comments, Recommendations, Terms and Conditions, and Prescriptions</SUBJECT> Take notice that the following hydroelectric application has been filed with the Commission and is available for public inspection. a. <E T="03">Type of Application:</E> New Major License. b. <E T="03">Project No.:</E> 10615-058. c. <E T="03">Date Filed:</E> April 28, 2022. d. <E T="03">Applicant:</E> Tower Kleber Limited Partnership (Tower Kleber). e. <E T="03">Name of Project:</E> Tower and Kleber Hydroelectric Project (project). f. <E T="03">Location:</E> On the Black River in Cheboygan County, Michigan. g. <E T="03">Filed Pursuant to:</E> Federal Power Act, 16 U.S.C. 791 (a)-825(r). h. <E T="03">Applicant Contact:</E> Ms. Tiffany Heon, Tower Kleber Limited Partnership, A-121 Strachan Street, Port Hope, Ontario, Canada L1A 1J1; telephone at (647) 220-4476; email at <E T="03">tiffanyheon@hotmail.com.</E> i. <E T="03">FERC Contact:</E> Arash Barsari, Project Coordinator, Great Lakes Branch, Division of Hydropower Licensing; telephone at (202) 502-6207; email at <E T="03">Arash.JalaliBarsari@ferc.gov.</E> j. <E T="03">Deadline for filing motions to intervene and protests, comments, recommendations, terms and conditions, and prescriptions:</E> 60 days from the issuance date of this notice; reply comments are due 105 days from the issuance date of this notice. The Commission strongly encourages electronic filing. Please file motions to intervene and protests, comments, recommendations, terms and conditions, and prescriptions using the Commission's eFiling system at <E T="03">https://ferconline.ferc.gov/FERCOnline.aspx.</E> Commenters can submit brief comments up to 6,000 characters, without prior registration, using the eComment system at <E T="03">https://ferconline.ferc.gov/QuickComment.aspx.</E> For assistance, please contact FERC Online Support at <E T="03">FERCOnlineSupport@ferc.gov,</E> (866) 208-3676 (toll free), or (202) 502-8659 (TTY). In lieu of electronic filing, you may submit a paper copy. Submissions sent via the U.S. Postal Service must be addressed to: Debbie-Anne A. Reese, Acting Secretary, Federal Energy Regulatory Commission, 888 First Street NE, Room 1A, Washington, DC 20426. Submissions sent via any other carrier must be addressed to: Debbie-Anne A. Reese, Acting Secretary, Federal Energy Regulatory Commission, 12225 Wilkins Avenue, Rockville, MD 20852. All filings must clearly identify the project name and docket number on the first page: Tower and Kleber Hydroelectric Project (P-10615-058). The Commission's Rules of Practice require all intervenors filing documents with the Commission to serve a copy of that document on each person on the official service list for the project. Further, if an intervenor files comments or documents with the Commission relating to the merits of an issue that may affect the responsibilities of a particular resource agency, they must also serve a copy of the document on that resource agency. k. This application has been accepted for filing and is now ready for environmental analysis. l. <E T="03">Project Description:</E> The project consists of two hydropower developments, the Tower Development and the Kleber Development. The Tower Development consists of an approximately 738-foot-long, 22.75-foot-high concrete gravity dam that includes: (1) a 2-foot-long west abutment section; (2) a 362.6-foot-long non-overflow earthen embankment with a concrete core wall; (3) a 198.3-foot-long non-overflow concrete embankment section; (4) a 110-foot-long spillway section with a crest elevation of 722.2 feet National Geodetic Vertical Dam of 1929 (NGVD 29); (5) a 35.3-foot-long intake structure with four 6.67-foot-wide, 10.83-foot-high wooden sluice gates each equipped with a 7.73-foot-wide, 15.5-foot-high trashrack with 1.25-inch clear bar spacing; and (6) a 30-foot-long east earthen abutment section. The Tower Development dam creates an impoundment with a surface area of 83 acres at a normal maximum surface elevation of 722.1 feet NGVD 29. From the impoundment, water flows through the intake structure to two 280-kilowatt (kW) Francis turbine-generators located in a 32.5-foot-long, 35.3-foot-wide powerhouse. Water is discharged from the turbines to a tailrace. Electricity generated at the Tower Development is transmitted to the electric grid via an 87-foot-long, 2.4-kilovolt (kV) underground generator lead line, a 2.4/12.5-kV step-up transformer, and a 330-foot-long, 12.5-kV underground transmission line. Project recreation facilities at the Tower Development include: (1) a boat access site and parking area approximately 1,300 feet upstream of the dam on the western shore of the impoundment; (2) a canoe take-out site at the earthen embankment; (3) an approximately 270-foot-long canoe portage route; (4) a canoe put-in site approximately 75 feet downstream of the dam; (5) a handicapped-accessible fishing site and parking area approximately 700 feet upstream of the dam on the western shore of the impoundment; and (6) an approximately 370-foot-long tailrace access footpath from the parking area of the fishing site to the canoe portage route. The Kleber Development consists of an approximately 535-foot-long, 45.4-foot-high dam that includes: (1) an approximately 320-foot-long west earthen embankment; (2) a 44.5-foot-long reinforced concrete section that includes: (a) a 12-foot-long ogee spillway with a crest elevation of 689.1 feet NGVD 29 and equipped with an approximately 12-foot-wide, 13-foot-high Tainter gate that has a crest elevation of 702.1 feet NGVD 29; and (b) two 11-foot-wide, 11-foot-high intake gates each equipped with a trashrack with 2.56-inch clear bar spacing; and (3) an approximately 170-foot-long east earthen embankment. The Kleber Development dam creates an impoundment with a surface area of 267 acres at a normal maximum surface elevation of 701.1 feet NGVD 29. From the impoundment, water flows through the Tainter gate to a 154-foot-long concrete spillway chute and a 30-foot-long, 30-foot-wide stilling basin that provides flow to the Black River downstream of the dam. From the impoundment, water also flows through the two intake gates to a 139.7-foot-long, 7-foot-diameter penstock and a 139.3-foot-long, 7-foot-diameter penstock that provide flow to two 600-kW Kaplan turbine-generators in a 40-foot-long, 42-foot-wide powerhouse. Water is discharged from the turbines to a tailrace. The Kleber Development also includes an emergency spillway with a 200-foot-long concrete weir that has a crest elevation of approximately 702.0 feet NGVD 29. Electricity generated at the Kleber Development is transmitted to the electric grid via a 168-foot-long, 2.4-kV generator lead line and a 2.4/12.5-kV step-up transformer. Project recreation facilities at the Kleber Development include: (1) a boat access site and parking area approximately 4,000 feet upstream of the dam on the eastern shore of the impoundment; (2) a canoe take-out site approximately 70 feet upstream of the dam on the east shoreline of the impoundment; (3) an approximately 580-foot-long canoe portage trail; (4) a tailrace access road and canoe put-in site on the southern shore of the Black River approximately 400 feet downstream of the dam; and (5) a tailrace access site and parking area on the northern shore of the Black River approximately 180 feet downstream of the dam. The average annual energy production of the project from 2017 through 2021 was 7,742 MWh. The current license requires Tower Kleber to: (1) operate the project in a run-of-river mode, such that project outflow approximates inflow; (2) maintain an impoundment elevation of 722.1 NGVD 29 for the Tower Development and 701.1 feet NGVD 29 for the Kleber Development, and limit impoundment fluctuations to no more than +/−0.25 foot; (3) limit impoundment drawdowns to no more than 1 foot from November 1 through March 31; (4) protect and enhance lake sturgeon and lake sturgeon habitat in the Black River Basin in accordance with a March 1, 1994 settlement agreement between the licensee and Michigan Department of Natural Resources (DNR); (5) operate and maintain all project recreation facilities; (6) protect and monitor water quality and bald eagles; and (7) monitor invasive species. In 2009, Tower Kleber constructed the Black River Streamside Rearing Facility (Rearing Facility) and pumping station north of the Kleber Development dam to comply with the license requirement to protect and enhance lake sturgeon in the Black River Basin. The Rearing Facility and pumping station are owned and maintained by Tower Kleber, and managed by the Michigan DNR and Michigan State University (MSU) to rear lake sturgeon that are stocked primarily at Black Lake, Mullett Lake, and Burt Lake. Tower Kleber proposes to revise the project boundary to include the following existing project facilities: (1) the emergency spillway at the Kleber Development; (2) the tailrace access road and canoe portage trail at the Kleber Development; (3) the boat access site and parking area approximately 4,000 feet upstream of the Kleber Development dam; (4) the entire transmission line of the Tower Development; and (5) the entire tailrace access footpath at the Tower Development. Tower Kleber also proposes to revise the project boundary to include approximately 0.3 acre of land associated with a camping and fishing access approximately 6,000 feet upstream of the Kleber Development dam that is owned by the State of Michigan. Tower Kleber proposes to remove the following land parcels ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━ Preview showing 10k of 16k characters. Full document text is stored and available for version comparison. ━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━━