§ 801-43. Fill.

All fill material which may be required within the exterior lines of the way up to the twelve-inch gravel foundation shall be of clean gravel or other suitable material as approved by the engineer and compacted to 95% of the maximum dry density as determined by modified Proctor Test, in accordance with ASTM-1557, Method D. All utilities including but not limited to storm drains, subdrains and drainage structures and sewers if required within the way lines shall be installed prior to the completion of the fill. This shall include the installation of each service pipe, sleeve or conduit to the front lot line of each lot in the subdivision. Upon completion of the fill and the backfill of all service trenches, the work will be inspected by the Board's engineer. Subsequent work shall not commence until the engineer has approved the fill as acceptable for the application of the roadway foundation material.