N-6NSPI (NSEB) RIR 1 to 202 - Redacted
14 passages
GRANULAR AND REVETMENT MATERIAL AND PLACEMENT NOTES: - GENERAL GRANULAR AND REVETMENT MATERIALS - ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR. - B. ALL PIECES OF STONE SHALL BE SOUND AND SUBJECT TO APPROVAL BY THE CONTRACT ADMINISTRA...
AI summary The document outlines specifications for granular and revetment materials, including requirements for stone quality, testing standards, and restrictions on the use of certain materials. It emphasizes the role of the Contract Administrator in approving materials and rejecting suppliers based on past performance.
Tufts Cove Shoreline Sheet Pile Rock Revetment RFP-06/2025-545 Location FA Kits Stretcher & Blankets Eye Wash Fire Extinguisher Worker Name Contact # Expiry Cell No: Cell No: Tel No: 902-835-3381 Tel No: 902-424-5620 Tel No: 911 1 See belo...
AI summary The document contains a Request for Proposal (RFP) for a shoreline revetment project at Tufts Cove, including contact information and emergency procedures. It includes tables for safety equipment and worker details, with a section on evacuation procedures.
Written Lift Plan С Α Contractor fully responsible for any Work in Remote Locations NA NA keeping the worksite tidy. Dive Plan Approved С Α Contractor recognible for Work In, On or Around Water Water Level Flow Information Communicated A Α...
AI summary The text outlines responsibilities for contractors working in remote locations and around water, including maintaining tidiness at the worksite and providing detailed diving plans to NSPI. It also includes information about water level flow communication and boating safety precautions.
D. HST NUMBER Elliot Excavators Limited 12087 2254 RT 0001 8.2 TECHNICAL REQUIREMENTS A . ALTERNATIVES/DEVIATIONS / FROM THE SPECIFICATION OR REQUIREMENTS STATED IN ATTACHMENT 'A'
AI summary The document includes a table with an HST number for Elliot Excavators Limited and references technical requirements, including alternatives and deviations from specifications outlined in Attachment 'A'.
NON-CONFIDENTIAL 1 influenced the overall design of the geometry of the rock revetment. There were no 2 significant findings that required major mitigative measures to be incorporated into 3 the design. Date Filed: February 13, 2026 NSPI (...
AI summary The text discusses the design of a rock revetment, indicating that no significant findings required major mitigative measures. The document was filed on February 13, 2026, by NSPI (NSEB) under reference IR-74.
Tides at Bedford Institute Tidal Level Tide, m (CD) Tide, m (CGVD2013) HAT 2.21 0.77 HHWLT 2.17 0.73 HHWMT 1.83 0.39 HWL 1.77 0.33 MWL 1.10 -0.34 LWL 0.46 -0.98 LLWMT 0.36 -1.08 LLWLT -0.01 -1.45 LAT -0.05 -1.49
AI summary The text presents a table of tidal levels at the Bedford Institute, including measurements in different datums (CD and CGVD2013), and includes a reference to a figure illustrating tidal data.
Work Order Report Line No: L 701 . Z work ( Order H керс ort L7012-024 230-T-G(O) 70 0 70 PORT HAWKESBURY- DESIGNATED WATER SUPPLY AREAS 45 39' 43.2115"N -61 20' 56.4674"W No 2023S 8.2 6.26 7089013 2-4 years No Right pole is hollow and sho...
AI summary The document is a Work Order Report for a utility project in Port Hawkesbury, indicating that the right pole in a designated water supply area is hollow and needs replacement. The report also includes environmental and municipal water supply notifications and contact information for Environmental Services.
Line No 17012 Work Order Report Line No: L 701 . 2 Work ( Order i Rep ort 3. NSDNR Crown Land: 10994 (Contact Environmental Services and Lands and Rights, an LOA will be required.) L7012-043 230-T-G(O) 70 0 70 Brook 1' wide N45-39- 58.8 W6...
AI summary The text outlines work order reports for two locations, detailing the need for pole replacement due to structural failure. Both entries mention environmental considerations and the requirement for a Land Occupation Agreement (LOA) with NSDNR Crown Land.
L7012 Line No: Work Order Report 2023S 7089013 L7012-066 Riverside Road, RE Line 45 40' -61 14' N/A Both arms starting to Install 70' 230TG-(O), No 15.0157"N 0.8319"W Remove 70' 230TG-(O) moss and develop weather cracks left Install ID 701...
AI summary The document details a work order report for the installation and removal of 230TG-(O) lines at various locations along Riverside Road and County Line Road. It includes observations about rust, weather cracks, and structural concerns, as well as notes about the need for an LOA from NSDNR.
1. NSDNR Crown Land: 15300 (Contact 15.2521"N 55.5250"W broken at top of right Remove 70' 230TG-(O) Environmental Services and Lands and pole this is the reason Rights, an LOA will be required.) for the failure left overhead ground wire ru...
AI summary The text discusses issues related to NSDNR Crown Land, including a broken overhead ground wire, rusty insulators, and the need for an LOA due to environmental and land rights concerns. It also references a specific location and date.
17012 Work Orden Deport Lina No. Line No: $\boldsymbol{L}$ 701 . 2 Work ( Order i Rep ort L7012-097 230-T-G(O) 70 0 70 Access would be on the Cooper Road off Hwy # 4, Kemp Road. Go East from Cooper Rd 45 40' 15.1957"N -61 8' 46.1380"W No 2...
AI summary The document outlines various work orders related to infrastructure maintenance and repair along specific locations in Nova Scotia. Each entry includes details such as location, condition of structures, required actions, and environmental considerations.
Work Order Report Line No: L7012 2023S L7012-105 70 7089013 2-4 years black river road. 45 40' -61 7' Overhead bonding wire Install 70' 230TG-(O), 1. NSDNR Crown Land: 15298 (Contact 15.1627"N 21.4253"W not connected to top of Remove 70' 2...
AI summary The document outlines work orders for the installation and removal of 70' 230TG-(O) overhead bonding wires along Black River Road, noting issues such as poles with ants, hollow sounds, rusty insulators, and signs of compression and bowing in the arms.
Date: 2/4/2026 Page 6 of 10 Line No: L 701 . 2 Work ( Order 1 Rep ort L7012-125 230-T-G(0) 65 0 65 Brook 5 metres wide N45-40-15.20 W61-04- 11.60 45 40' 15.2725"N -61 4' 0.5651"W No 2023S 10.5 8.22 7089013 1-2 years No Left spar arm is cra...
AI summary The document outlines details of infrastructure work orders related to power line replacements and inspections. It includes information on locations, pole conditions, replacement schedules, and required actions such as installing and removing specific pole models. It also notes the need for a Land Occupation Agreement with the Nova Scotia Department of Natural Resources.
2026 Annual Capital Expenditure (ACE) Plan (NSEB M12619) NSPI Responses to NSEB Information Requests 1 Request IR-126: 7 The new distribution Rights-of-Way (ROW) Program was launched in 2016 as a result of 8 recommendations made after the...
AI summary The document discusses NSPI's response to NSEB information requests regarding the 2026 Annual Capital Expenditure (ACE) Plan, specifically focusing on the distribution Rights-of-Way (ROW) Program launched in 2016 following the 2014 Tropical Storm Arthur review. NSPI notes that some data is unavailable due to a cyber incident.
N-22Responses to Undertakings 1-22
6 passages
Land use on the properties adjacent to the site is designated as residential and resource. Adjoining property land use is shown on Drawing 1 (Appendix A), and details on the adjoining property land use are provided in Table 2.2, below.
AI summary The document outlines the land use designations for properties adjacent to the site, specifying residential and resource uses, with details provided in Drawing 1 and Table 2.2.
Table 2.2: Adjoining Property Land Use Summary Boundary Side of Site Site Use North, (up/cross-gradient) Resource – Undeveloped forest land (PID 41050550) West, Commercial – Undeveloped river bank (PIDs 41208083 & 40221863) followed (down-...
AI summary The document presents a summary of adjoining property land use for a site, detailing land use on different sides of the site, including forest land, river banks, and residential areas. It also references potential contaminants of concern in Section 2.3.
SITE ASSESSMENT & TIER I/II TABLE CHECKLIST Method Used
AI summary The document presents a checklist for site assessment and Tier I/II table evaluation, likely related to environmental or infrastructure compliance. It includes methodological considerations and potential data points for analysis.
Project # 24-10728 Site Information Buildings and Structures Hydro-electric power plant building. Two electrical substations on cement pads atop a retaining wall. Utilities Potable water is provided via the water supply from the river whic...
AI summary The document provides site information for Project #24-10728, including details about the hydro-electric power plant, its structures, utilities, topography, drainage, groundwater flow, and geology. It also mentions adjoining properties.
4.4 Borehole Drilling & Monitoring Well Installation Four boreholes (identified as BH1-BH4) were completed at the site during the previous Phase II ESA between September 12 and 23, 2024, using a CME-45 drill rig owned and operated by Q-Dri...
AI summary During Phase II and Phase III of the ESA, six boreholes (BH1-BH6) were drilled at the site using a CME-45 drill rig operated by Q-Drilling. Groundwater monitoring wells (MW1-MW6) were installed in each borehole, with soil sampling conducted under the supervision of Strum field staff. Soil was not encountered in BH5 due to shallow bedrock.
FOR PETROLEUM IMPACTED SITES IN ATLANTIC CANADA Pha III E SA Rep ort, Se ctio n 5 .4 se L-5050 15.9 69 53% N/A No L-5053 25.7 69 78% N/A No L-5054 23.4 69 50% N/A No L-5055 20.8 69 69% N/A No L-5056 4 69 20% N/A No L-5057 2.2 69 95% N/A No...
AI summary The document presents a table containing data related to petroleum-impacted sites in Atlantic Canada, including site identifiers, numerical values, percentages, and other unspecified metrics. The data appears to be part of a Phase III ESA Report, Section 5.4se, but no specific discussion or analysis is provided in the text.