Sanitary sewers shall be not less than eight (8) inch inside with not less than six (6) inch inside diameter service laterals extended to each parcel. Sanitary sewers shall be designed with sufficient capacity to serve the proposed development (including future).
(a) Pipe materials shall be polyvinyl chloride pipe meeting all requirements of ASTM D-3034, SDR 35 with joints meeting requirements of ASTM D-3212, to an 8’ bury depth. Sanitary sewers buried deeper than 8’ shall be PVC pipe, meeting requirements of ASTM D-3034, SDR 26. Sanitary sewers shall be bedded with a minimum depth of 6 inches of clean granular material.
(b) Manholes shall be pre-cast concrete with gasketed joints meeting requirements of ASTM C-443. All connecting pipes shall be fitted with neoprene rubber boots with stainless steel bands.
(c) Manholes shall be placed at changes in pipe slope and/or alignment, but in no case, shall the spacing intervals exceed 400 lineal feet. Manholes shall be constructed with cast iron frames and covers. Covers shall be non-perforated, self sealing and be stamped with “SANITARY.”
(d) Sanitary sewers shall be tested for water tightness either by air testing or infiltration in accordance with Ohio EPA standards.
(Ord. 03-05. Passed 6-2-03.)