All plats, binding site plans and planned developments shall make provisions for on-site collection, retention and disposal of storm and other water runoff in compliance with the Eastern Washington Stormwater Management Manual and town of Twisp development standards manual. The developer must design and install the improvements needed to collect, retain and dispose of runoff on site.
(1) It is the intent of this subsection to adequately provide for suitable drainage provisions in all plats, binding site plans or planned developments. All developments shall provide for drainage such that their development does not conflict with present drainage patterns or create a drainage problem within itself or for its neighbors.
(2) A drainage plan, where required, shall be prepared by a licensed engineer registered in the state of Washington and submitted to the town for review and approval for any proposed land development that will increase the quantity of or in any way alter the drainage runoff occurring prior to development.
(3) Design calculations for peak flow and peak volume storage requirements shall be based on a design storm frequency of 10 years unless it is determined by the town that the development is located in a drainage problem area, whereby the design storm frequency may be increased accordingly. Drainage plans must identify areas that will accommodate any storm water runoff that is in excess of the designed capacity of the conveyance system. Such runoff must be directed to the location it would have drained to prior to the development. The submitted drainage plan shall incorporate, among other data, a topographical map to clearly define:
(a) The proposed development;
(b) All areas, improved or unimproved, lying upstream and draining to and across the proposed development;
(c) Drainage course, natural or otherwise, to which the proposed development shall drain.
(4) The drainage plan shall incorporate all calculations for the determination of the required size of the system. Said calculations shall be based on required criteria herein stated and upon an analysis of estimated runoff from areas contributing runoff to those facilities. Calculations used for the analysis shall be clearly labeled on the drainage plan set.
(5) Said plans shall include a plan-profile of the systems including cross-sections of all open ditches and channels. Hydraulic and physical data such as grades, bottom elevations of ditches and channels, inverts of pipes at all structures such as manholes and catch basins, sizes and lengths of all pipes, length of ditches and channels, and top elevations of all catch basin covers shall be called out. This includes the invert elevations of the existing or other proposed storm drainage systems that the subject drainage plan proposes to tie into.
(Ord. 737 § 2, 2018)