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At such time as the PWO determines that all requirements of this Ordinance are met, a formal notice of approval (SWMP A) shall be issued by the PWO. Any construction project holding a SWMP A, determined to be inconsistent with plans previously approved by the PWO may be subject to the articles of section 11 of this Ordinance (Enforcement). Any changes in a set of SWMP approved by the PWO must be submitted to the PWO and re-approved as a revision. Additional hourly review fees will be applicable to this revision review. A SWMPA shall expire two (2) calendar years from the date of issuance. At expiration previously permitted development underway may continue construction activities under the terms of the original SWMP A. Previously approved development not underway at the time of expiration shall be required to obtain a new SWMP A per this Ordinance prior to the initiation of construction activities. 4.0 Detention Requirements Detention shall be required for all proposed developments where the runoff rate from the proposed post-developed conditions shall increase when compared to the pre-developed conditions. In addition, detention may be required for any development in areas where downstream flooding has been identified by the PWO. The pre- and post-developed runoff rates shall be determined using methodologies specified in the Mooresville Stormwater Design Manual. The following requirements shall be fulfilled for all detention facilities: 4.1 The runoff from the developed condition peak storm with a lDO-year return period storm shall be limited to the runoff rate from the pre-developed condition peak storm with a lO-year return period storm. 4.2 The runoff from the developed condition peak storm with a lO-year return period storm shall be limited to the runoff rate from the pre-developed condition peak storm with a 2-year return period storm. 4.3 There shall be no increase in the runoff rate from the pre-developed conditions to the post-developed conditions for all storms at all discharge points along the property line. 4.4 An adequate downstream receiving facility shall be identified on the plans. There shall be no increase in erosion potential on the adjoining properties. 4.5 Earthen embankments, dams and/or berms designed and constructed to detain or impound stormwater shall be designed using criteria specified in the Mooresville Stormwater Design Manual. MOORESVILLE STORMW ATER MANAGEMENT ORDINANCE 17 .-- -...----- --~-- - ------ -_.._~-_._--"--~---_.,_. ---