HomeAsset ManagementM12590Evidence
Topic/Matter Intersection

Topic:"Asset Management" in M12590

Matter: Nova Scotia Power Inc. - CI C0070486 – HYD Lower Great Brook Stoplog Replacement – $3,593,884
6 passages 4 documents

Asset Management across all matters →

N-1Application - Redacted 1 passage
Why do this project? p. p. 8
Why do this project? This project aligns directly with the Mersey Hydro System sustaining capital strategy outlined in Appendix G of the 2025 ACE Plan. As part of NS Power's long-term asset management approach, targeted investments in wate...

AI summary This project aligns with the Mersey Hydro System's capital strategy in the 2025 ACE Plan, focusing on replacing jammed stoplogs in Bays 1 and 6 to ensure safe and reliable water management. The investment supports NS Power's asset management approach, operational resilience, and dam safety across the hydro fleet.

N-2NSPI (NSEB) RIR 1 to 3 - Redacted 3 passages
NON-CONFIDENTIAL p. p. 3
NON-CONFIDENTIAL 1 Request IR-1: 1 (f) Please provide the power produced by each unit (LGB 7 & LGB 8) for the past five 2 years. 3 4 Response IR-1: 5 6 (a) NS Power does not have records detailing the precise date of the last stoplog repla...

AI summary The document responds to a request for information about the power production of units LGB 7 and LGB 8 over the past five years. It also discusses the replacement of stoplogs at Lower Great Brook, explaining that the stoplogs were at least 25 years old and that their replacement was part of a broader maintenance effort to ensure safe water management and reduce future outage risk.

3.1 Conclusions p. pp. 16-17
3.1 Conclusions - 1) The stoplogs in Bay 1 are currently not operational reportedly due to the bay being squeezed laterally and jamming the stoplogs in the stoplog checks. - 2) Recently, some of the stoplogs in Bay 6 have become difficult...

AI summary The document outlines structural and operational issues in sluiceway Bays 1 and 6, including non-operational stoplogs, difficulty in removing stoplogs, concrete deterioration, and potential causes such as construction discrepancies, AAR effects, and wingwall instability.

p. p. 86
Irv ing Ite m Se cti on De rip tio sc n Es tim Q nti ty ua Un it 1.1 Ge ral ne Mo bil iza tio n 1 L S 1.2 Ge ral ne De bil iza tio mo n S 1 L 1.3 Ge ral ne Tra l & bs ist ve su an ce 1 L S 1.4 Ge ral ne Sit cif ic s afe lan nin & d ion ty...

AI summary The text appears to be a table and a redacted attachment from a regulatory proceeding, likely related to infrastructure planning or asset management, with entries such as mobilization, debilization, and installation quantities listed in LS units. It also includes unit rates for equipment and operations.

100738Board Decision Letter 1 passage
Section 3 p. pp. 0-2
ed that all the stoplogs were approaching the end of their useful life. Water drawdowns that lower the dam reservoir are rare and require detailed engineering analysis. Environmental Document: 327381 mitigation, including regulatory approv...

AI summary The document discusses the replacement of stoplogs in a dam reservoir due to their nearing end of useful life. It highlights the complexity and cost of water drawdowns, regulatory compliance, and archaeological considerations. The Board approves a capital expenditure of $3,593,884 for the project.

100738Board Decision Letter 1 passage
Section 3 p. pp. 0-2
ed that all the stoplogs were approaching the end of their useful life. Water drawdowns that lower the dam reservoir are rare and require detailed engineering analysis. Environmental Document: 327381 mitigation, including regulatory approv...

AI summary The document discusses the replacement of stoplogs in a dam reservoir due to their nearing the end of their useful life. It highlights the complexity and cost of water drawdowns, environmental mitigation requirements, and the need for archaeological monitoring. The Board has approved a capital expenditure of $3,593,884 for this project.

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