1. All fills shall be compacted to provide stability of material and to prevent undesirable settlement. Except as provided in § 9-111, Subsection 4.B.(1), the fill shall be spread in a series of layers, each not exceeding eight inches in thickness and shall be compacted by a spread. Fill should be placed at the optimum moisture content for the specified degree of compaction. The Borough Engineer or his designee may require, at the applicant's expense, any tests or other information he deems necessary.
2. Where fills are placed on slopes of 5% or more, benching of the surface shall be required and indicated on the cross sections.
(Ord. 965, 10/13/2022)