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HomeMy WebLinkAbout9.7.22 Board Correspondence - FW_ Compliance Directives issued in FERC P-2088-000From:Clerk of the Board To:Bennett, Robin; Clerk of the Board; Connelly, Bill; Cook, Holly; Cook, Robin; Hironimus, Patrizia; Kimmelshue, Tod; Lucero, Debra; Paulsen, Shaina; Pickett, Andy; Reaster, Kayla; Ritter, Tami; Stephens, Brad J.; Sweeney, Kathleen; Teeter, Doug; Valencia, Shyanne Subject:Board Correspondence - FW: Compliance Directives issued in FERC P-2088-000 Date:Wednesday, September 7, 2022 9:49:49 AM Please see Board Correspondence below. Shaina Paulsen Associate Clerk of The Board Butte County Administration 25 County Center Drive, Suite 200, Oroville, CA 95965 T: 530.552.3304 | F: 530.538.7120 -----Original Message----- From: 'FERC eSubscription' <eSubscription@ferc.gov> Sent: Wednesday, September 7, 2022 9:45 AM Subject: Compliance Directives issued in FERC P-2088-000 .ATTENTION: This message originated from outside Butte County. Please exercise judgment before opening attachments, clicking on links, or replying.. On 9/7/2022, the Federal Energy Regulatory Commission (FERC), Washington D.C., issued this document: Docket(s): P-2088-000 Lead Applicant: South Feather Water & Power Agency Filing Type: Compliance Directives General Correspondence Description: Letter to South Feather Water and Power Agency discussing the May 31, 2022 to June 3, 2022 Dam Safety Inspection of the South Feather Water and Power Project under P-2088. 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Comments and Suggestions can be sent to this email address: mailto:FERCOnlineSupport@Ferc.gov FEDERAL ENERGY REGULATORY COMMISSION Office of Energy Projects Division of Dam Safety and Inspections – San Francisco Regional Office 100 First Street, Suite 2300 San Francisco, CA 94105-3084 (415) 369-3300 Office – (415) 369-3322 Facsimile September 7, 2022 In reply refer to: Project No. 2088-CA Mr. Rath Moseley General Manager South Feather Water and Power Agency 2310 Oro-Quincy Highway Oroville, CA 95965 Re: 2022 Dam Safety Inspection Follow-up Dear Mr. Moseley: From May 31 to June 3, 2022, Mr. Ricardo Galdamez and I inspected the South Feather Water and Power Project, FERC No. 2088. Based on observations made and discussions held during the inspection, we have the action items that require your attention listed in the Enclosure. Within 30 days of this letter, please provide responses to these items or submit a plan and schedule for doing so. File your submittal using the Commission’s eFiling system at https://www.ferc.gov/ferc-online/overview. For all Dam Safety and Public Safety Documents, select Hydro: Regional Office and San Francisco Regional Office from the eFiling menu. The cover page of the filing must indicate that the material was eFiled. For assistance with eFiling, contact FERC Online Support at FERCOnlineSupport@ferc.gov, (866) 208-3676 (toll free), or (202) 502-8659 (TTY). We appreciate your cooperation in this aspect of the Commission’s dam safety program. If you have any questions, please contact Mr. Galdamez at (415) 369-3310. Sincerely, Frank L. Blackett, P.E. Regional Engineer Enclosure 2 cc: Ms. Sharon Tapia, Division Manager CA Dept. of Water Resources Division of Safety of Dams P.O. Box 942836 Sacramento, CA 94236-0001 Dam Safety Inspection Follow Up South Feather Water and Power Project, FERC P-2088 Enclosure 1 of 2 General Comments: Little Grass Valley Dam: 1. A void underneath the spillway flip bucket was observed. SFWP should assess whether structural undermining of the flip bucket is occurring. 2. There is a crack in the concrete trunnion block that supports the right radial arm of the left radial gate. The crack should be monitored for changes. 3. Concrete cracks from 1/8-inch to 1/2-inch in width are visible throughout the spillway surface, and within some of those cracks steel reinforcement is visible. SFWPA should assess which cracks require repair and provide a plan and schedule for doing so. At a minimum, this should include all those with exposed reinforcement. 4. There is a small cluster of coniferous trees growing within 25 feet of the left side of the dam toe that were identified during the inspections. These trees should be removed. Sly Creek Dam: 5. On both sides of the spillway chute, and within 2 to 3 feet from the edge of the chute walls, trees are present and should be removed to prevent damage to the spillway walls. 6. On the spillway surface, cracks varying in width from 1/8-inch to ½-inch and various lengths were observed throughout, horizontally, and longitudinally. SFWP should assess the cracks and provide a plan and schedule for repairing cracks that require repair. 7. On the right side of the spillway, approximately 100-feet from the gates there is what appeared to be a small impact area on the spillway-bed and the wall, presumably created by falling rock. The impacted surface area measures approximately 3 by 4 feet and should be repaired before this winter. 8. On the downstream side of the dam, approximately 125 feet from the right abutment, small alignment offsets between panels of the Mechanically Stabilized Earth wall (MSE) were observed and could potentially signal a displacement in progress. These displacements should be visually monitored for changes. Dam Safety Inspection Follow Up South Feather Water and Power Project, FERC P-2088 Enclosure 2 of 2 Lost Creek Dam: 9. A ½-inch designed gap separates the precast reinforced deck-sections on the bridge. The compound used to seal that gap is deteriorating and the edges of the concrete deck are observed to be chipping away appearing to enlarge the gap. SFWP should investigate this condition and assess whether repairs are required to prevent further deterioration of the bridge deck. Ponderosa Dam: 10. The left concrete wall at the spillway approach channel, which also retains the upstream section of the right embankment, is leaning into the channel. A movement gauge placed on top of the wall shows additional movement since the gauge was installed. PFM No. 3 describes the potential concern with the wall alignment. SFWPA should investigate the movement of the wall and assess whether remediation is required to prevent further damage. South Fork and Slate Creek Dams 11. To prevent concrete deterioration on the downstream face of both dams, vegetation observed to be growing along the horizontal joints should be removed and the joints cleaned of any accumulated organics.