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The following additional requirements supplement the minimum requirements contained in BCC 24.06.060 and 24.06.065 and the engineering standards, and apply to all development or redevelopment activity subject to utility approval, regardless of whether such activity is subject to BCC 24.06.065.

A. General.

1. The property owner is responsible for the drainage design and performance of their private drainage facilities;

2. The drainage designer used by the property owner shall be a civil engineer licensed in the state of Washington, provided this requirement does not apply to single-family development or redevelopment that does not require a utility developer extension agreement per BCC 24.06.060(C);

3. Subject to approval by the utility, the property owner may contribute an equitable cost share, as determined by the director, to runoff-control or runoff-treatment facilities that serve multiple sites in lieu of providing such facility(s) on site; and

4. The utility may impose, on any development or redevelopment, requirements that differ from the requirements of this section based on adopted basin plans or other studies adopted by the city council; provided, that such alternative requirements provide an equal or greater level of protection than the requirements of this section.

B. Site Drainage.

1. All development and redevelopment shall provide for the control of stormwater runoff so as to minimize impact to downstream properties;

2. The property owner shall maintain natural drainage patterns and discharge drainage in a manner and location that existed prior to undertaking land/runoff altering activities, to the maximum extent practicable, unless the utility determines alterations would be beneficial and would not cause adverse impacts. The utility may require the property owner to complete an off-site capacity analysis per subsection D of this section;

3. Drainage that originates within a building or structure shall be discharged to the sanitary sewer;

4. For conveyance to a public or private surface water system, the property owner shall:

a. Accept and convey existing stormwater runoff from upstream properties;

b. Downstream property shall receive and convey waters that are historically tributary to such property;

c. Use gravity conveyance, unless downslope conditions make gravity systems not feasible according to criteria in the engineering standards;

d. Extend drainage conveyance to the extremes of the property being developed or redeveloped when the utility determines such extension is needed for the orderly extension of the drainage system;

e. Design conveyance that, in conjunction with runoff control pursuant to flow control (MR7) requirements contained in BCC 24.06.065(E)(7), accommodates runoff from a 100-year, 24-hour storm, using methods contained in the engineering standards; and

f. Ensure that improvements do not reduce or constrict the conveyance capacity or storage volume of existing drainage systems, including natural streams;

5. Drainage pipe setbacks shall originate from other utilities, structures, and buildings, and structures and buildings shall be set back from existing pipes, as required by the engineering standards; and

6. Regardless of whether the development or redevelopment requires city approval or review, the city is not liable for any impact, should it occur to downstream properties from runoff or for any impact to adjacent or downstream properties from natural drainage patterns and discharge.

C. Critical Area Protection and Work in Streams. For any activity within the critical areas overlay district, the property owner shall comply with all requirements contained in Part 20.25H LUC, including:

1. Protection of open channel conveyances that are located within a stream and associated critical area buffer as defined and designated in Part 20.25H LUC;

2. Where stream bridging is allowed by the land use code, design the bridge to ensure hydraulic capacity pursuant to the engineering standards and to protect water quality as specified in the engineering standards;

3. Where relocation or piping of a stream (as defined and designated in Part 20.25H LUC) is allowed, provide hydraulic capacity pursuant to the engineering standards and provide the same or better water quality protection; and

4. When development or redevelopment is contributing to an existing water quality or capacity problem within an on-site stream or an adjacent-property stream, which could be improved through on-site planting of native vegetation, adding energy dissipation at outfalls, extending roof and footing drains to protect geologic hazard areas, or removing yard debris, obstructions, and rubbish from stream banks, such measures shall be required.

D. Off-Site Capacity Analysis. Where the rate or location of discharge will be changed by a proposed development or redevelopment, the utility may require the property owner analyze the capacity of the receiving system. Such analysis shall be in accordance with the requirements of the engineering standards. The property owner shall mitigate insufficient capacity impacts caused by the proposed development. (Ord. 5905 § 1, 2009.)