(a) The required deposit shall be returned to the permittee, provided that such opening is refilled under the following specifications:
(1) #304 limestone for all backfill.
(2) All asphalt or bituminous streets shall be backfilled with #304 limestone, eight inches of Class "C" concrete, two inches of #404 asphalt concrete. All openings, before the final two inches of asphalt concrete is placed, must have straight edges, and the area must have tack coat SS-1 or equivalent. All joints must be sealed with AC-20 or equivalent.
(3) All concrete streets shall be backfilled with #304 limestone, a minimum of eight inches Class "C" concrete and all joints shall be sealed.
(b) The return of the deposit shall be made upon the refilling being acceptable to the Street Foreman in material and workmanship.
(Ord. 76-15. Passed 3-22-76.)