Topic:"Jurisdictional Questions" in M13015

2.0 SITE DESCRIPTION AND GEOLOGY The sites of the proposed new towers are located alongside of Kearney Lake Road and off Hamshaw Drive. Structures STR#44 and STR#45 are located within the roadway fill adjacent to Kearney Lake Road, Structu...

AI summary The proposed new towers are located near Kearney Lake Road and Hamshaw Drive. The area's geology includes quartzite bedrock and a thin layer of glacial till overburden, as indicated by geological mapping from the Nova Scotia Department of Natural Resources.

4.3 SILTY GRAVEL WITH SAND Boreholes BH STR-44 and STR-45 encountered a 2.3 to 3.3 meter thick grey silty gravel with sand layer between the fill and glacial till. The gravel layer contained numerous cobbles and boulders making SPTs, and h...

AI summary Boreholes BH STR-44 and STR-45 encountered a thick layer of grey silty gravel with sand, containing cobbles and boulders, which complicated SPT testing. Grain size analysis showed 39% gravel, 38% sand, and 22% silt and clay-sized particles.

4.4 GLACIAL TILL Grey silty gravel with sand/brown silty sand with gravel to brown sandy silty clay glacial till containing cobbles and boulders was encountered below the fill at all borehole locations. The thickness of the till ranged fro...

AI summary The text describes the geological composition of glacial till encountered during borehole investigations, including soil types, thickness, and grain size analysis results. The till contains gravel, sand, silt, and clay, with varying percentages and density levels.

5.2.1 Site Preparation All existing fill and any other unsuitable materials encountered should be removed down to undisturbed till beneath the spread footings. Temporary excavation side slopes during removal of unsuitable materials and pla...

AI summary The document outlines requirements for site preparation, including the removal of unsuitable materials, the use of appropriate structural fill, compaction standards, and geotechnical oversight. It also mentions temporary de-watering measures and references further details in another section.

The following additional unfactored soil parameters may be used for design: Table 2 Soil Parameters for Design of Foundations Design Value Parameter Undisturbed Glacial Till Re-compacted Glacial Till Total Unit Weight (kN/m3) 22 21 Submerg...

AI summary The text provides soil parameters for the design of foundations, including total and submerged unit weights, internal angles of friction, and concrete/material friction factors for both undisturbed and re-compacted glacial till.

The classification of soil types are made on the basis of grain size and plasticity in accordance with the Unified Soil Classification System (USCS) (ASTM D 2487 or D 2488) which excludes particles larger than 75 mm. For particles larger t...

AI summary The document outlines the methodology for classifying soil types based on grain size and plasticity, referencing the Unified Soil Classification System (USCS) and the Canadian Foundation Engineering Manual for specific definitions and measurements.

Terminology describing materials outside the USCS, (e.g. particles larger than 75 mm, visible organic matter, and construction debris) is based upon the proportion of these materials present: Trace, or occasional Less than 10% Some 10-20%...

AI summary The text outlines terminology for describing materials outside the USCS based on the proportion of specific materials present, including examples such as particles larger than 75 mm, visible organic matter, and construction debris. It also introduces terminology for describing the compactness of cohesionless soils.

Except where specified below, terminology for describing rock is as defined by the International Society for Rock Mechanics (ISRM) 2007 publication "The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 197...

AI summary The document establishes terminology guidelines for describing rock, referencing the International Society for Rock Mechanics (ISRM) 2007 publication on rock characterization, testing, and monitoring.

Terminology describing rock quality: RQD Rock Mass Quality 0-25 Very Poor Quality 25-50 Poor Quality 50-75 Fair Quality 75-90 Good Quality 90-100 Excellent Quality RQD Rock Mass Quality Alternate (Colloquial) Rock Mass Quality 0-25 Very Po...

AI summary The document outlines the Rock Quality Designation (RQD) and its corresponding classifications for rock mass quality. RQD is defined as the percentage of intact and sound rock retrieved from a borehole, calculated using ASTM D6032 standards.

SAMPLE TYPE Split spoon sample (obtained by SS performing the Standard Penetration Test) ST Shelby tube or thin wall tube Direct-Push sample (small diameter tube DP sampler hydraulically advanced) PS Piston sample BS Bulk sample Rock core...

AI summary The document includes a table describing different types of soil and rock samples obtained using various methods, including the Standard Penetration Test, Shelby tube, Direct-Push sampler, Piston sample, Bulk sample, and rock core samples obtained with diamond coring bits. It also mentions water level measurement.

OTHER TESTS S Sieve analysis H Hydrometer analysis k Laboratory permeability γ Unit weight Gs Specific gravity of soil particles CD Consolidated drained triaxial CU Consolidated undrained triaxial with pore pressure measurements UU Unconso...

AI summary The text presents a table containing various geotechnical tests and parameters related to soil analysis, including sieve analysis, hydrometer analysis, permeability tests, and triaxial tests. It includes technical terms and abbreviations commonly used in geotechnical engineering.

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AI summary The document discusses terminology describing materials outside the USCS (Unified Soil Classification System) and includes a table with terms related to soil classification, such as 'Trajectory' and 'Less than'. The text is partially encoded and may be incomplete.

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AI summary The document appears to be a table with technical terms and classifications related to soil and geotechnical engineering, including terms like Unified Soil Classification System (USCS), Canadian Foundation Engineering Manual (CFEM), and Standard Penetration Test (SPT). It also includes terms related to soil consistency, such as 'Very Soft,' 'Soft,' 'Firm,' and 'Hard.'

7HUPLQRORJ\GHVFULELQJURFNTXDOLW\ RQD Rock Mass Quality 0-25 Very Poor Quality 25-50 Poor Quality 50-75 Fair Quality 75-90 Good Quality 90-100 Excellent Quality 54' 5RFN0DVV4XDOLW\ $OWHUQDWH&ROORTXLDO 5RFN0DVV4XDOLW\ 9HU\3RRU4XDOLW\ 9HU\6HY...

AI summary The text provides a classification system for Rock Mass Quality based on numerical ranges and describes the designations for different quality levels. It also includes a reference to the ASTM standard for determining RQD.

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AI summary The text provides terminology tables describing rock discontinuity, bedding spacing, rock strength, and weathering. These tables define classifications and symbols used in geotechnical engineering for rock characterization.

OTHER TESTS S Sieve analysis Н Hydrometer analysis k Laboratory permeability Υ Unit weight Gs Specific gravity of soil particles CD Consolidated drained triaxial CU Consolidated undrained triaxial with pore CU pressure measurements UU Unco...

AI summary The text outlines various geotechnical tests such as sieve analysis, hydrometer analysis, and triaxial tests, along with details about the client, Nova Scotia Power Incorporated, and the location and date of the boring activity.

2 (b) Please list all required permissions and permits needed to replace the existing wooden 3 structures, including their jurisdiction, expected timelines for obtaining them, and 4 associated costs. 6 (c) How much delay was expected in ge...

AI summary The request seeks information on required permissions and permits for replacing existing wooden structures, including jurisdiction, timelines, and costs. It also asks about expected delays in obtaining these during the original ACE 2025 submission and environmental agency expectations for removing existing frames. A response confirms the removal of one structure from Kearney Lake.

- 16 (b) Please refer to the table below. Permit Description Jurisdiction/Body Estimated timelines Estimated Cost ($) Increased encroachment request into the lake NS Department of Natural Resources – Submerged Crown Land License 2-6 months...

AI summary The text outlines various permits and their associated jurisdictions, timelines, and costs for a project involving encroachment into a lake, construction at a beach access, and work in proximity to infrastructure. It includes permits from multiple regulatory bodies in Nova Scotia and Halifax.