All designs for rate and volume analysis shall be completed using the soil cover complex methodology, assuming the predeveloped or existing ground cover is meadow, unless the actual coverage is woods. If the actual existing coverage is wooded, it shall be assumed to be in good condition, as defined by "Urban Hydrology For Small Watersheds," latest edition, or its successor. Unless the time of concentration for all postdevelopment drainage areas is assumed to be 0.1 hours, drainage areas for postdeveloped ground cover shall be segregated between impervious and pervious coverage. The runoff curve number for impervious coverage shall be assumed to be 98, and the time of concentration for the impervious areas shall be assumed to be 0.1 hours. The impervious area hydrograph shall be combined with the pervious areas hydrograph to obtain a total hydrograph to the proposed stormwater management rate control facility. In the event of any conflict between the design standards established in this chapter and § 95-26, the more stringent standard shall apply, as determined by the Township Engineer.