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HomeMy WebLinkAbout03.24.21 Board Correspondence - FW_ General Correspondence issued in FERC P-803-000 From:Clerk of the Board To:Alpert, Bruce;Bennett, Robin;Clerk of the Board;Connelly, Bill;Cook, Holly;Cook, Robin;Kimmelshue, Tod;Lucero, Debra;Paulsen, Shaina;Pickett, Andy;Ring, Brian;Ritter, Tami;Rodas, Amalia;Sweeney, Kathleen;Teeter, Doug Subject:Board Correspondence - FW: General Correspondence issued in FERC P-803-000 Date:Wednesday, March 24, 2021 3:33:30 PM Please see Board Correspondence below from FERC. Shaina Paulsen Administrative Assistant, Senior Butte County Administration 25 County Center Drive, Suite 200 Oroville, CA 95969 T: 530.552.3304 | F: 530.538.7120 -----Original Message----- From: 'FERC eSubscription' <eSubscription@ferc.gov> Sent: Wednesday, March 24, 2021 3:05 PM Subject: General Correspondence issued in FERC P-803-000 .ATTENTION: This message originated from outside Butte County. Please exercise judgment before opening attachments, clicking on links, or replying.. On 3/24/2021, the Federal Energy Regulatory Commission (FERC), Washington D.C., issued this document: Docket(s): P-803-000 Lead Applicant: Pacific Gas and Electric Company Filing Type: General Correspondence Compliance Directives Description: Letter to Pacific Gas and Electric Company providing comments on the Toadtown Canal Undermining Repair Project, part of the DeSabla-Centerville Project under P-803. 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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 March 24, 2021 In reply refer to: Project No. 803-CA Jan Nimick, Vice President Pacific Gas and Electric Company Mail Code: N11E PO Box 770000 San Francisco, CA 94177-0001 Re: Toadtown Canal Undermining Repair Project Dear Mr. Nimick: This is in response to a letter dated January 21, 2021 from Ms. Teri Smyly that submitted design calculations, Quality Control Inspection Program (QCIP), and other construction documents for the Toadtown Canal Undermining Repair Project, which is part of the DeSabla-Centerville Project, FERC No. 803. have the following comments: 1. D, and it is unclear whether they are the final drawings since they . Only final design drawings that are clearly , -Percent Complete similarly to indicate that they are the final drawings to be used for construction should be submitted with your construction packages. Please submit the final design drawings for this project, for our information. Future submittals that do not contain drawings clearly indicated to be the final design will be returned and rejected. 2. submittal indicates that the subgrade is to be compacted to a minimum of 95-percent relative density based on the Modified Proctor test (ASTM D 1557). However, compaction specifications are typically based on relative compaction, which is different parameter from relative density. If 95-percent relative density is indeed intended as the compaction standard rather than relative compaction, PG&E should be aware that this is a very difficult 2 compaction standard to achieve. Please clarify the intended compaction specification and correct the drawings and supporting text as needed. Provided that PG&E addresses the above comments within 10 days of the date of this letter, and obtains all necessary federal, state, and local permits, and maintains compliance with those permits and the conditions of the project license, PG&E is authorized to proceed with construction of the Toadtown Canal Undermining Repair Project. In view of the short duration of the planned project, we are waiving our typical requirement to prepare and submit monthly construction reports for this project. Within 90 days following the completion of construction, however, a final construction report which addresses the applicable items in Enclosure 1 should be submitted. Within 90 days of completion of construction of the facilities authorized by this letter, you must file for Commission approval, revised Exhibits A, F, and G, as applicable, to describe and show those project facilities as built. If you determine that previously approved exhibits reflect the as-built facilities and no revisions are necessary, you must file a letter stating the approved exhibits reflect the as-built project facilities. To assist Commission staff in the review of any revised Exhibit A, we strongly recommend that you file a revised Exhibit A, in its entirety, in two forms: 1. A strikethrough format (i.e., strikethrough items to be removed, and underline or bold items to be added to the exhibit), and 2. A final, clean copy incorporating the changes (i.e., without the strikethrough, underline, and bold notations). You must separate Exhibit F drawings from the other project exhibits, and label and file them as Critical Energy Infrastructure Information (CEII) material under 18 CFR § 388.113. The submission should consist of, as applicable: 1) a public portion consisting of a cover letter and the Exhibits A and G; and 2) a CEII portion containing only the Exhibit F drawings. The Commission strongly encourages electronic filing. Please file the requested http://www.ferc.gov/docs- filing/efiling.asp. For assistance, please contact FERC Online Support atFERCOnlineSupport@ferc.gov, (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: Kimberly D. Bose, Secretary, Federal Energy Regulatory Commission, 888 First Street NE, Room 1A, Washington, DC 20426. Submissions sent via any other carrier must be addressed to: Kimberly D. Bose, Secretary, Federal Energy Regulatory Commission, 12225 Wilkins Avenue, Rockville, MD 20852. Your filing must include a cover letter that identifies the project number and the reason for the submittal. 3 Also, within 90 days of completion of construction, PG&E should submit the following construction certifications, which must be verified in accordance with Title 18, Section 12.13 of the Code of Federal Regulations (18 CFR 12.13): 1. A certification by the Design Engineer that the project was constructed in accordance with the design intent. 2. A certification by the Quality Control Manager that the inspection and testing program resulted in the conclusion that the project was constructed in accordance with the plans and specifications reviewed by the Commission. 3. A certification by the Licensee (PG&E) that the project was constructed in accordance with the design intent and in accordance with the plans and specifications reviewed by the Commission. If the plans and specifications are revised during the construction process, it is Design Engineer, the Resident Engineer, the Project Manager, the FERC, and PG&E, prior to proceeding with the changes. Also, you are reminded that no changes may be made to the operation of the project without first coordinating those proposed changes with the FERC. Please address our comments within 10 days of the date of this letter. We If you have questions, please contact Mr. Michael Vail at (415) 369-3346. Sincerely, Frank L. Blackett, P.E. Regional Engineer Enclosures: 1. Final Construction Report 2. Sample Final Construction Certifications cc: Ms. Sharon Tapia, Chief CA Dept. of Water Resources Division of Safety of Dams P.O. Box 942836 Sacramento, CA 94236-0001 Items to be Addressed in Final Construction Report for Enclosure 1 Toadtown Canal Undermining Repair Project FERC No. 803 FINAL CONSTRUCTION REPORTS FROM LICENSEES The Final Construction Report should be submitted within 90 days of completion of the work. This report should include all information pertinent to dam safety in a concise form. It should be included in the project file and should be given to the independent consultant for his or her safety inspection and analyses, if applicable. As such, the report should contain a summary of information in each of the applicable sections indicated below (the information was previously presented in the monthly reports). Construction difficulties should be reported under the appropriate sections. For conciseness, test results should be presented in a tabular format, with an indication of the applicable standards. Finally, in those cases where there is nothing to report under a specific heading, a statement of non-applicability will suffice. 1. General. Briefly present the reason for construction and description of the work with dates of the beginning and end of construction. Include reservoir drawdown and filing dates, and any findings regarding the original structure. 2. Foundations. Discuss the condition of the foundation (faults, etc.) and the treatment of the foundation. Attach a foundation mapping. 3. Embankments. Describe the equipment and the types of materials used in filters and fills. Attach gradation and compaction requirements and all test results. 4. Concrete work. Describe the equipment and the types of materials used in all concrete work. Include all grout test results and describe any surface treatments. 5. Anchors. Present a summary of any drilling operations, including boring logs; results of water pressure tests; anchor design calculations, design loads, and specifications; results of grout tests; results of proof and performance tests; and a summary of the acceptance criteria. 6. Instrumentation. Present plots of existing instrumentation readings taken during construction if the readings are affected by the work. Include a plan and schedule for calibration of all new instrumentation. 7. Drawings. Attach as-built drawings reduced in size to 8.5"x11" or 11"x17". The drawings should include plan and section views, and details of the structures affected by the new work. The plan and section views should show any new instrumentation that was installed as part of the work. Page 1 of 1 Enclosure 2 CERTIFICATION By Design Engineer CERTIFICATION OF CONSTRUCTION PAGE 1 OF 3 FERC Project No. Construction Project Description: Design Drawings/Specifications: Quality Control and Inspection Program (QCIP) dated: This is a certification by the Design Engineer that the project was constructed in accordance with the design intent. ***************************************************************************** VERIFICATION STATE OF CALIFORNIA \] COUNTY OF \], SS: The undersigned, being first duly sworn, states that he/she has read the above document and knows the contents of it, and that all of the statements contained in that document are true and correct, to the best of his/her knowledge and belief (per 18CFR Part 12, Paragraph 12.13). Design Engineer (Print Name) Signature \[STAMP\] Sworn to and subscribed before me this day of , 20 NOTARY PUBLIC \[SEAL\] Enclosure 2 CERTIFICATION By Quality Control Manager CERTIFICATION OF CONSTRUCTION PAGE 2 OF 3 FERC Project No. Construction Project Description: Design Drawings/Specifications: Quality Control and Inspection Program (QCIP) dated: This is a certification by the Quality Control Manager that the inspection and testing program resulted in the conclusion that the project was constructed in accordance with the plans and specifications reviewed by the Commission. ***************************************************************************** VERIFICATION STATE OF CALIFORNIA \] COUNTY OF \], SS: The undersigned, being first duly sworn, states that he/she has read the above document and knows the contents of it, and that all of the statements contained in that document are true and correct, to the best of his/her knowledge and belief (per 18CFR Part 12, Paragraph 12.13). Quality Control Manager (Print Name) Signature \[STAMP\] Sworn to and subscribed before me this day of , 20 NOTARY PUBLIC \[SEAL\] Enclosure 2 CERTIFICATION By Licensee or Exemptee CERTIFICATION OF CONSTRUCTION PAGE 3 OF 3 FERC Project No. Construction Project Description: Design Drawings/Specifications: Quality Control and Inspection Program (QCIP) dated: This is a certification by the Licensee or Exemptee that the project was constructed in accordance with the design intent and in accordance with the plans and specifications reviewed by the Commission. ************************************************************************ VERIFICATION STATE OF CALIFORNIA \] COUNTY OF \], SS: The undersigned, being first duly sworn, states that he/she has read the above document and knows the contents of it, and that all of the statements contained in that document are true and correct, to the best of his/her knowledge and belief (per 18CFR Part 12, Paragraph 12.13). For Licensee or Exemptee (Print Name) Signature \[STAMP\] Sworn to and subscribed before me this day of , 20 NOTARY PUBLIC \[SEAL\]