A. Relocation of streams is not permitted unless it is part of a stream restoration project and it will result in equal or better habitat and water quality, and will not diminish the flow capacity of the stream.
B. Culverts may be allowed in streams only if they are necessary, and if they are designed according to Water Crossing Design Guidelines (WDFW, 2013), and a state hydraulic project approval has been issued. The applicant or property owner shall keep every culvert free of debris and sediment at all times to allow free passage of water and, if applicable, fish. The city may require that a stream be removed from a culvert as a condition of approval, unless the culvert is not detrimental to fish habitat or water quality, or removal and/or replacement would be detrimental to fish or wildlife habitat or water quality on a long-term basis.
C. Clearing and grading, when permitted as part of an authorized development activity or as otherwise allowed in these standards, shall comply with the following:
1. Grading shall be allowed only during the designated dry season, which is typically regarded as beginning April 1st and ending October 31st of each year; provided, that the city may extend or shorten the designated dry season on a case-by-case basis, to reflect actual weather conditions and the incorporation of best management practices to control stormwater.
2. The soil duff layer shall remain undisturbed to the maximum extent possible. Where feasible, any soil disturbed shall be redistributed to other areas of the site; provided, that this shall not constitute authorized fill.
3. The moisture-holding capacity of the top-soil layer shall be maintained by minimizing soil compaction or reestablishing natural soil structure and infiltrative capacity on all areas of the project area not covered by impervious surfaces.
D. Stream bank stabilization to protect new structures from future channel migration is not permitted except when such stabilization is achieved through bioengineering or soft armoring techniques in accordance with an applicable hydraulic permit issued by the Washington Department of Fish and Wildlife.
E. Construction of trails, roadways, and bridges less than or equal to 30 feet wide may be permitted subject to the following standards:
1. There is no other feasible alternative route with less impact on the critical area or buffer;
2. The crossing minimizes interruption of downstream movement of wood and gravel;
3. Roads shall not run parallel to the water body unless specific mitigation measures are incor-porated to prevent impacts to the stream and riparian habitat;
4. Trails shall be located on the outer 50 percent of the riparian buffer where possible and practical, except for limited viewing platforms and crossings;
5. Crossings, where necessary, shall only occur as near to perpendicular with the water body as possible; and
6. Road bridges are designed according to the Water Crossing Design Guidelines (WDFW, 2013) and the National Marine Fisheries Service Guidelines for Salmonid Passage at Stream Crossings (2000), or as updated.
F. Utility Facilities. New utility lines and facilities may be permitted to cross streams and riparian habitat areas in accordance with the public agency and utility exception standards in MCMC §
18.06.420, if all of the following criteria are met:
1. Impacts to fish and wildlife shall be avoided to the maximum extent possible;
2. Installation shall be accomplished by boring beneath the scour depth and hyporheic zone of the water body and channel migration zone, where feasible;
3. The utilities shall cross at an angle greater than 60 degrees to the centerline of the channel in streams or perpendicular to the channel centerline whenever boring under the channel is not feasible;
4. Crossings shall be contained within the footprint of an existing road or utility crossing where possible;
5. The utility route shall avoid paralleling the stream or following a down-valley course near the channel where feasible; and
6. The utility installation shall not increase or decrease the natural rate of channel migration.
G. Public Flood Protection Measures. New public flood protection measures and expansion of existing ones may be permitted subject to the director’s review and approval of a critical area report and mitigation plan and upon acquisition of all required state and federal permits.
H. Instream Structures. Instream structures, including, but not limited to, high flow bypasses, dams, and weirs, shall be allowed only as part of an approved watershed basin restoration project approved by the city and upon acquisition of all required state and federal permits. The structure shall be designed to avoid modifying flows and water quality in ways that may adversely affect habitat areas.
I. Stormwater management facilities, limited to outfall facilities and infiltration trenches, may be allowed within the outer 50 percent of the standard buffer; provided, that:
1. There is no other feasible location for the stormwater conveyance with less impact on critical areas or buffer;
2. The stormwater facility is designed according to city standards and the discharge water meets state and local water quality standards;
3. Vegetation shall be maintained and, if necessary, added adjacent to all stormwater conveyance channels to reduce erosion, filter out sediments, and provide shade.
J. Stormwater conveyance or discharge facilities such as dispersion trenches and outfalls may encroach into the inner 50 percent of the buffer on a case-by-case basis when the director and city engineer determine that due to topographic or other physical constraints there are no other feasible locations for these facilities in the outer buffer area.
(Ord. 2004-603 § 2; Ord. 2015-803 § 5 (Exh. A); Ord. 2026-945 § 2 (Att. A))