(A) The low impact development practices, like those provided in the BMP Manual shall be utilized for all regulated activities to the maximum extent practicable. Water volume controls shall be implemented using the design storm method in division (B)(1) or the simplified method in division (B)(2).
(B) For regulated activity areas equal or less than one acre that do not require hydrologic routing to design the stormwater facilities, this chapter establishes no preference for either methodology; therefore, the applicant may select either methodology on the basis of economic considerations, the intrinsic limitations on applicability of the analytical procedures associated with each methodology, and other factors.
(1) The design storm method (CG-1 in the BMP Manual) is applicable to any size of regulated activity. This method requires detailed modeling based on site conditions.
(a) Do not increase the post-development total runoff volume for all storms equal to or less than the two-year 24-hour duration precipitation; and
(b) For hydrologic modeling purposes:
1. Existing pre-development non-forested pervious areas must be considered meadow or its equivalent in good condition; and
2. Existing (pre-development) impervious areas, when present, must consider 20% of the impervious area as meadow in good condition.
(2) The simplified method (CG-2 in the BMP Manual) is independent of site conditions and should be used if the design storm method is not followed. This method is not applicable to regulated activities greater than one acre or for projects that require design of stormwater storage facilities. For new impervious surfaces:
(a) Stormwater facilities shall capture at least the first two inches of runoff from all new impervious surfaces;
(b) At least the first one inch of runoff from new impervious surfaces shall be permanently removed from the runoff flow, i.e., it shall not be release into the surface waters of this Commonwealth. Removal options include reuse, evaporation, transpiration and infiltration;
(c) Wherever possible, infiltration facilities should be designed to accommodate infiltration of the entire permanently removed runoff; however, in all cases at least the first one-half inch of the permanently removed runoff should be infiltrated; and
(d) This method is exempt from the requirements of § 52.038.
(1980 Code, Ch. 24, Part 3, § 303) (Ord. 1403, passed 7-18-2011, § 303)