(A) Each cleanout fitting for cast-iron shall consist of a cast-iron or brass body and an approved plug. Each cleanout for galvanized wrought-iron, galvanized steel, copper, or brass pipe shall consist of a brass plug as specified in 2012-I.P.C. § 708.1.6, or a standard weight brass cap, or an approved ABS or PVC plastic plug, or an approved stainless steel cleanout or plug. Plugs shall have raised square heads or approved countersunk rectangular slots.
(B) Each cleanout fitting and each cleanout plug or cap shall be of an approved type. All sanitary fittings and cleanouts shall be of the type and size approved by the Planning and Zoning Director.
(C) Cleanouts shall be designed to be gas and watertight.
(D) Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal, and each run of piping, that is more than 100 feet (30,480 mm) in total developed length, shall be provided with a cleanout of each 100 feet (30,480 mm), or fraction thereof, in length of such piping. An additional cleanout shall be provided in a drainage line for each aggregate horizontal change of direction exceeding 135 degrees (2.36 rad).
(E) Each cleanout shall be installed so that it opens to allow cleaning in the direction of flow of the soil or waste or at right angles thereto and, except in the case of wye branch and end-of-line cleanouts, shall be installed vertically above the flow line of the pipe.
(F) Each cleanout extension shall be considered as drainage piping and each 90 degrees (1.6 rad) cleanout extension shall be extended from a wye type fitting or other approved fitting of equivalent sweep.
(G) Each cleanout for an interceptor shall be outside of such interceptor.
(H) Each cleanout, unless installed under an approved cover plate, shall be above grade, readily accessible, and so located as to serve the purpose for which it is intended. Cleanouts located under cover plates shall be so installed as to provide the clearances and accessibility required by this section. All cover plates shall be of the type and size approved by the Planning and Zoning Director.
(I) Each cleanout in piping two inches (50 mm) or less in sizing shall be so installed that there is a clearance of not less than 12 inches (305 mm) in front of the cleanout. Cleanouts in piping exceeding two inches (50 mm) shall have a clearance of not less than 18 inches (457 mm) in front of the cleanout. Cleanout in under-floor piping shall be extended to or above the finished floor or shall be extended outside the building when there is less than 18 inches (457 mm) vertical overall, allowing for obstructions such as ducts, beams, and piping, and 30 inches (762 mm) horizontal clearance from the means of access to such cleanout. No under-floor cleanout shall be located exceeding 20 feet (6,096 mm) from an access door, trap door, or crawl hole.
(Ord. 13 2020, passed 8-18-2020) Penalty, see § 151.999