Topsoil. The Subdivider agrees to stockpile on site, in a safe manner, the topsoil removed from all areas excavated and graded. The topsoil from the stripped areas shall be used to cover areas to be seeded or sodded to a minimum depth of 15.24 cm (6”) and shall not be removed from the site until such time as all seeding or sodding has been completed. Any excess of topsoil may be removed but only after the Subdivider has received the approval by the County. All building lots are to be topsoiled and sodded unless otherwise approved by the County. Common areas, are also to be sodded unless with the County’s written consent topsoil and seeding is permitted.
Topsoil. The Lessee shall conserve and preserve the topsoil as required from the leased premises, having regard to good soil conservation practices.
Topsoil. Seller reserves the right to remove all topsoil stored on the Premises but Seller shall comply with all municipal laws and regulations as to the amount of topsoil needed to be left on the Premises. This paragraph shall survive delivery of the deed.
Topsoil. Developer shall place topsoil, either salvaged and stockpiled from on-site or imported, to a 6- inch depth in all planting areas. Developer may elect to ask IFA for permission to use existing topsoil if the soils tests prove the existing soils to be a sufficient growing medium (assuming minor amendments are needed). Soil testing shall be in accordance with the Department specifications. Existing topsoil may only be used for topsoil with the written approval of IFA.
Topsoil. The Owner agrees
a) that all unpaved portions of street allowances shall be graded and further agrees to supply and replace any topsoil removed therefrom during construction operations to the satisfaction of the Director of Community Services.
b) to retain the topsoil removed from the street right-of-way pavement areas for parks purposes and deliver same pursuant to the Director of Community Services on demand.
c) to distribute the top soil removed from the all unpaved portions of street allowances, over any lands utilized or to be utilized for parkland pursuant to the provisions of this agreement, in accordance with the lot grading plan specified in clause 18 c) herein.
Topsoil. A. Stripping: Strip existing topsoil from areas that will be excavated or graded prior to commencement of excavating or grading and place in well-drained stockpiles in approved locations.
Topsoil. Insofar as it may be practicable to do so, the Grantee shall, unless otherwise requested by the Grantor, strip, prior to construction such width of topsoil as may be required under good oil field practices and in compliance with existing regulations and replace the topsoil as near as possible to its original condition following construction.
Topsoil. No topsoil shall be removed by Owner or Tenant while this Lease is in force. Removal of topsoil by either party to this agreement shall constitute a termination except in construction areas noted on Exhibit “A”.
Topsoil. A layer of topsoil, averaging 700 mm in thickness and believed to represent the original grade at the site, was encountered directly below the fill materials at both boreholes. The topsoil consists of a mottled xxxxx/black/grey silt and sand, to sand, some silt, with traces of gravel and organics. Two N-values of 4 obtained within the topsoil layer indicate a loose relative density. A grain size test (curve appended) performed on a topsoil sample shows it to contain 2 percent gravel, 87 percent sand and 11 percent fines. Moisture contents of 63 and 110 percent were obtained for recovered samples of the topsoil and indicate a compressible soil. A layer of xxxxxxx-xxxxx glacial till, 0.9 to 1.2 m in thickness, was encountered directly the topsoil at both boreholes. The till was found to vary in composition from a gravelly sand, some silt to a gravelly silt and sand, with occasional clayey zones and sandstone cobbles. The till surface was encountered 2.7 m below present grade, at an elevation ranging from el. 15.08 m at BH-02 to el. 15.18 m at BH-01. N-values obtained within the till stratum were found to range from 26 to 49 indicating a compact to dense relative density. N-values in excess of 30 within the local tills are typically attributed to the presence of sandstone cobbles/layers within the till, and/or the proximity of the underlying bedrock. Grain size testing (curves appended) performed on representative samples of the till show it to contain 21 to 36 percent gravel, 34 to 44 percent sand and 20 to 45 percent fines. The natural moisture content of the till samples was found to range from 13 to 16 percent. Sandstone bedrock was encountered directly below the glacial till stratum at the boreholes, at depths ranging from 3.7 to 4.0 m below existing grade. The elevation of the bedrock surface was found to be relatively uniform at the boreholes, ranging from el. 13.96 m at BH-01 to el. 14.17 m at BH-02. Bedrock was proved by core drilling at BH-02 and was inferred, based on split spoon refusal and resistance to auger advancement, at BH-01. The rock core recovered consists predominantly of very weak to weak, medium grained, reddish xxxxx sandstone. The bedrock is horizontally bedded with extremely close (<20 mm) to close (60 to 200 mm) joints which typically occur along the bedding planes. Recovery and RQD (Rock Quality Designation) values of 100 percent and 54 percent, respectively, indicate fair quality, fractured bedrock.
Topsoil. Insofar as it may be practicable to do so, the Grantee shall, unless otherwise requested by the Grantor, strip from the ditch line prior to construction such width of topsoil as may be required under good oil field practices and in compliance with existing regulations and replace the topsoil as near as possible to its original condition following construction.
