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| *Confirm the limit of excavation. | | *Confirm the limit of excavation. |
| *Use of excavation equipment specified in the contract, in the required manner (from the outside in, with a mini excavator, etc.). | | *Use of excavation equipment specified in the contract, in the required manner (from the outside in, with a mini excavator, etc.). |
| *Confirm excavated rough grade and final grade prior to backfilling using survey equipment | | *Confirm excavated rough grade and final grade prior to backfilling using survey equipment. |
| *Use of toothed bucket and scouring the bottom of practice if applicable | | *Use of toothed bucket and scouring the bottom of practice if applicable. |
| *If appropriate, measure compaction using a cone penetration test or a cone penetrometer | | *If appropriate, measure compaction using a cone penetration test or a cone penetrometer . |
| *If appropriate, field verify infiltration rates at excavated bottom of practice using Guelph permeameter or double ring infiltrometer | | *If appropriate, field verify infiltration rates at excavated bottom of practice using Guelph permeameter or double ring infiltrometer. |
| '''Mistakes to avoid:''' | | '''Mistakes to avoid:''' |
| *Making too many passes with heavy machinery within the LID footprint. | | *Making too many passes with heavy machinery within the LID footprint. |
| *Leaving heavy machinery within the LID’s footprint (for breaks, lunch, overnight, etc.) | | *Leaving heavy machinery within the LID’s footprint (for breaks, lunch, overnight, etc.). |
| *Using the wrong equipment | | *Using the wrong equipment. |
| *Over excavating | | *Over excavating. |
| *Smearing the bottom of the practice with the bucket, which can compact native soils | | *Smearing the bottom of the practice with the bucket, which can compact native soils. |
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| ==Final excavated grade and verification== | | ==Final excavated grade and verification== |