9.12.3. Backfill

9.12.3. Backfill
9.12.3.1. Placement of Backfill
  1. Backfill shall be placed to avoid damaging the foundation wall, the drainage tile, externally applied thermal insulation and waterproofing or dampproofing of the wall.
9.12.3.2. Grading of Backfill
  1. Backfill shall be graded to prevent drainage towards the foundation after settling.
9.12.3.3. Deleterious Debris and Boulders
  1. Backfill that is within 600 mm of the foundation shall be free of deleterious debris and boulders larger than 250 mm diam. (See Note A-9.12.3.3.(1).)
  2. Except as provided in Sentence (3), backfill shall not contain pyritic material or material that is susceptible to ice lensing in concentrations that will damage the building to a degree that would adversely affect its stability or the performance of assemblies. (See Note A-9.4.4.4.(1).)
  3. Backfill with material of any concentration that is susceptible to ice lensing is permitted where foundation walls are
    1. cast-in-place concrete,
    2. concrete block insulated on the exterior, or
    3. concrete block protected from the backfill by a material that serves as a slip plane. (See Note A-9.4.4.4.(1).)