Reuse of Excavated Material Sample Clauses

Reuse of Excavated Material. The excavated materials will comprise of Granular Base Fill, Silty Clay Fill, Silt / Sand Fill, Sand, Peat, and Silty Clay. THESE DOCUMENTS AVAILABLE FOR PURCHASE AT CITY HALL The granular soils are considered suitable for reuse as trench backfill, if temporary stockpiling and re-handling is practical. Depending on exact conditions, some drying of the soils may be required. Peat is not considered suitable for as trench backfill. The Silty Clay Fill and Silty Clay are not considered suitable for reuse as trench backfill. Generally, it is difficult to adequately place and compact cohesive soils in small, confined areas such as trenches. Consideration could be given to using the cohesive soil, only if the trenches were wide enough to permit the use of heavy compaction equipment that is required to break-up and thoroughly re-compact clay soils. Poorly compacted backfill will settle and will be reflected in any overlying rigid surfaces such as pavement, concrete aprons or sidewalks. The soils must also be at a suitable moisture content for re-compaction. Alternatively, imported Granular ‘B’ material or better could be used for trench backfill. Granular fills are generally easier to place and compact than clay soils, in confined areas, thus expediting the compaction process. Any unsuitable soils encountered during the excavation should be removed from site and disposed of appropriately, depending on the condition of the soil.
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Related to Reuse of Excavated Material

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