Environment
Unless specifically defined below, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reasonable application.
“Adjacent/regulated slopes” means within 100 feet of the project site boundaries.
A. This chapter applies to any land disturbing activity that requires a permit under this title.
B. Exemptions. The following activities are exempt from the requirements of this chapter:
A. This chapter applies to all clearing, grubbing, and grading.
B. Exemptions. This chapter does not apply to the following actions, unless in the vicinity of a critical area:
“Adjacent” means areas adjacent to critical areas must be considered to be within the jurisdiction of these requirements and regulations to support the intent of this title and ensure protection of the functions and values of critical areas. “Adjacent” must include lands within a distance equal to the required buffer for the critical area as determined by the provisions of this chapter.
“Anadromous fish” means fish that spawn and rear in freshwater and mature in the marine environment. While Pacific salmon die after their first spawning, adult char (bull trout) can live for many years, moving in and out of saltwater and spawning each year. The life history of Pacific salmon and char contains critical periods of time when these fish are more susceptible to environmental and physical damage than at other times. The life history of salmon, for example, contains the following stages: upstream migration of adults, spawning, inter-gravel incubation, rearing, smoltification (the time period needed for juveniles to adjust their body functions to live in the marine environment), downstream migration, and ocean rearing to adults.
“Aquifer” means a body of soil or rock that contains sufficient saturated material to conduct groundwater and yield usable quantities of groundwater to wells or springs.
“Averaging” means establishing the required buffer setback from a critical area, within the permitted parcel of land only, so that areas within the parcel determined to be more environmentally sensitive than others will have a larger buffer than the less sensitive areas. For every increase in setback for one area of the parcel, there will be an equal corresponding decrease in another area of the parcel. The total land area within the buffer must remain the same as if the buffer were a uniform width.
“Base flood” means a flood having a one percent chance of being equaled or exceeded in any given year, often referred to as the “100-year flood.”
“Base flood elevation” means the water surface elevation of the base flood in relation to the North American Vertical Datum of 1988. The Anacortes FIRMs still make reference to the 1929 National Geodetic Vertical Datum (NGVD). While using NAVD is acceptable, please recognize that surveyors and designers will need to convert the datum when preparing plans. FEMA elevation certificates require the use of the datum utilized on the FIRMs.
“Best available science” means current scientific information used in the process to designate, protect, or restore critical areas that is derived from a valid scientific process as defined by WAC 365-195-900 through 365-195-925. Sources of best available science are included in “Citations of Recommended Sources of Best Available Science for Designating and Protecting Critical Areas” published by the Washington State Department of Commerce.
“Best management practices (BMPs), critical areas” means physical or structural tools and/or management practices which, when used singularly or in combination, prevent or reduce adverse impacts to critical areas or their buffers.
“Buffer” is an area contiguous to a critical area that is required to protect the critical area and provide for the continued maintenance, functioning, and/or structural stability of a critical area.
“Critical aquifer recharge areas” are areas with a critical recharging effect on aquifers used for potable water, including areas where an aquifer that is a source of drinking water is vulnerable to contamination that would affect the potability of the water, or is susceptible to reduced recharge.
“Critical areas” means critical aquifer recharge areas, fish and wildlife habitat conservation areas, frequently flooded areas, geologically hazardous areas, streams, and wetlands, as defined in this chapter.
“Development” means any human-made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials.
“Ditches” are artificial drainage features created through purposeful human action, such as irrigation and drainage ditches, grass-lined swales, and canals. Purposeful creation from uplands must be demonstrated through documentation, photographs, statements, and/or other evidence in order to be unregulated by this chapter.
“Enhancement” means an action which increases the functions and values of a stream, wetland, or other critical area or buffer.
“Erosion” means the process by which soil particles are mobilized and transported by natural agents such as wind, rain-splash, frost action or surface water flow.
“Erosion hazard areas” are those areas containing soils which, according to the United States Department of Agriculture Natural Resources Conservation Service Soil Survey Program, may experience significant erosion. “Erosion hazard areas” also include coastal erosion-prone areas and channel migration zones.
“Federal Emergency Management Agency (FEMA) floodway” means the channel of the stream and that portion of the adjoining floodplain which is necessary to contain and discharge the base flood flow without increasing the base flood elevation more than one foot.
“Fish and wildlife habitat conservation areas” are areas that serve a critical role in sustaining needed habitats and species for the functional integrity of the ecosystem, and which, if altered, may reduce the likelihood that the species will persist over the long term. As defined in AMC 19.70.310.
“Floodplain” means the total area subject to inundation by the base flood.
“Floodway, zero rise” means the channel of a stream and that portion of the adjoining floodplain which is necessary to contain and discharge the base flood flow without any measurable increase in flood height. A measurable increase in base flood height means a calculated upward rise in the base flood elevation, equal to or greater than 0.01 foot, resulting from a comparison of existing conditions and changed conditions directly attributable to development in the floodplain. This definition is broader than that of the FEMA floodway, but always includes the FEMA floodway. The boundaries of the 100-year floodplain, as shown on the current flood insurance study for the city of Anacortes, are considered the boundaries of the zero rise floodway unless otherwise delineated by a critical area study.
“Frequently flooded areas” are lands in the floodplain subject to at least a one percent or greater chance of flooding in any given year, or within areas subject to flooding due to high groundwater, high tides, with strong winds, sea level rise, and extreme weather events resulting from global climate change. These areas include but are not limited to streams, rivers, lakes, coastal areas, wetlands, and areas where high groundwater forms ponds on the ground surface.
“Functions and values” means the beneficial services provided by critical areas to society, including, but not limited to, improving and maintaining water quality, providing fish and wildlife habitat, supporting terrestrial and aquatic food chains, reducing flooding and erosive flows, wave attenuation, historical or archaeological importance, educational opportunities, and recreation. These beneficial roles are not listed in order of priority.
“Geologically hazardous areas” means areas that because of their susceptibility to erosion, sliding, earthquake, or other geological events, are not suited to the siting of commercial, residential, or industrial development consistent with public health or safety concerns.
“Groundwater” means water in a saturated zone or stratum beneath the surface of the land or below a surface water body.
“Habitats of local importance” designated as fish and wildlife habitat conservation areas include those areas found to be locally important by the city of Anacortes.
“Hazard tree” means any tree determined by an International Society of Arboriculture (ISA) certified arborist to be a hazard to people or property as a result of a risk assessment conducted according to ISA guiding principles.
“In-lieu-fee program” means an agreement between a regulatory agency (state, federal or local) and a single sponsor, generally a public natural resource agency or nonprofit organization. Under an in-lieu-fee agreement, the mitigation sponsor collects funds from an individual or a number of individuals who are required to conduct compensatory mitigation required under a wetland regulatory program. The sponsor may use the funds pooled from multiple permittees to create one or a number of sites under the authority of the agreement to satisfy the permittees’ required mitigation.
“Landslide” means an episodic downslope movement of a mass including, but not limited to, soil, rock or snow.
“Landslide hazard areas” are areas at risk of mass movement due to a combination of geologic, topographic, and hydrologic factors.
“Mine hazard areas” are those areas directly underlain by, adjacent to, or affected by mine workings such as adits, tunnels, drifts, or airshafts, and those areas probable to sink holes, gas releases, or subsidence due to mine workings.
“Mitigation” means avoiding, minimizing, or compensating for adverse critical areas impacts, using the sequential order of preference listed in AMC 19.70.125, Mitigation requirements.
“Monitoring” means evaluating the impacts of development proposals on biologic, hydrologic and geologic systems and assessing the performance of required mitigation through the collection and analysis of data for the purpose of understanding and documenting changes in natural ecosystems, functions and features including, but not limited to, gathering baseline data.
“Native growth protection area/easement” (NGPA/E) means an easement granted for the protection of native vegetation within a sensitive area or its associated buffer. The easement should be recorded on the appropriate documents of title and filed with the county records division.
“Native vegetation” means plant species that occur naturally in a particular region or environment and were present before European colonization.
“Normal appurtenances” means those structures secondary to a primary use that are common to and do not constitute a special privilege. Examples for residential uses include garages, decks, driveways, utilities, and fences.
“Noxious weed” means any plant which is highly destructive, competitive, or difficult to control by cultural or chemical practices, limited to those plants on the state noxious weed list contained in Chapter 16-750 WAC and those regulated by Skagit County.
“Primary association” means the fundamental link between a species and land or aquatic area where anadromous fish, endangered, threatened or sensitive species breed or feed.
“Repair” or “maintenance” means an activity that restores the character, scope, size, and design of a serviceable area, structure, or land use to its previously authorized and undamaged condition. Activities that change the character, size, or scope of a project beyond the original design and drain, dredge, fill, flood, or otherwise alter critical areas are not included in this definition.
“Riparian management zone” means the area that has the potential to provide full riparian functions. This area occurs within one 200-year site potential tree height measured from the edge of the stream channel. In situations where a channel migration zone is present, the RMZ occurs within one SPTH200 measured from the outer edge of the CMZ. In places where the SPTH200 is less than 100 feet, the RMZ is set at 100 feet to provide for the pollution removal function.
“Restoration” means measures taken to restore an altered or damaged natural feature, including: (1) active steps taken to restore damaged wetlands, streams, protected habitat, or their buffers to the functioning condition that existed prior to an unauthorized alteration; and (2) actions performed to reestablish structural and functional characteristics of a critical area that have been lost by alteration, past management activities, or catastrophic events.
“Seismic hazard areas” are areas subject to severe risk of damage as a result of earthquake-induced ground shaking, slope failure, settlement, soil liquefaction, debris flows, lahars, or tsunamis.
“Shoreline jurisdiction” means all marine waters along Puget Sound, streams and rivers with an annual mean flow of more than 20 cubic feet per second, lakes greater than 20 acres in size, shorelands adjacent to these water bodies, and associated wetlands.
“Significant tree” means a deciduous or evergreen tree greater than six inches in diameter at five feet above grade.
“Site potential tree height” (SPTH200) means the average maximum height of the tallest dominant trees at age 200 for a given place’s soils site class. WDFW provides SPTH200 based on soil surveys at: https://gispublic.dfw.wa.gov/arcgis/rest/services/SPTH/SitePotentialTreeHeightPublic/MapServer.
“Slope” means an inclined ground surface, the inclination of which is expressed as a ratio or percentage of vertical distance to horizontal distance by the following formula: ((vertical distance / horizontal distance) x 100) = % slope.
“Special flood hazard area” means the land in the floodplain that is subject to a one percent or greater chance of flooding in any given year. Designation on maps always includes the letters A or V.
“Species of local importance” are those species that are of local concern designated by the city due to their population status or their sensitivity to habitat manipulation.
“Unavoidable impacts” means adverse impacts that remain after all appropriate and practicable avoidance and minimization have been achieved.
“Volcanic hazard areas” include areas subject to pyroclastic flows, lava flows, and inundation by debris flows, lahars, mudflows, or related flooding from volcanic activity.
“Watercourse” (or “river” or “stream”) means any portion of a stream or river channel, bed, bank, or bottom waterward of the ordinary high water line of waters of the state. “Watercourse” also means areas in which fish may spawn, reside, or pass, and tributary waters with defined bed or banks that influence the quality of habitat downstream. “Watercourse” also means waters that flow intermittently or that fluctuate in level during the year, and the term applies to the entire bed of such waters whether or not the water is at peak level. A watercourse includes all surface-water-connected wetlands that provide or maintain habitat that supports fish life. This definition does not include irrigation ditches, canals, stormwater treatment and conveyance systems, or other entirely artificial watercourses, except where they exist in a natural watercourse that has been altered by humans.
“Wetland” or “wetlands” means those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. “Wetlands” generally include swamps, marshes, bogs, and similar areas. “Wetlands” do not include those artificial wetlands intentionally created from nonwetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales, canals, detention facilities, wastewater treatment facilities, farm ponds, and landscape amenities, or those wetlands created after July 1, 1990, that were unintentionally created as a result of the construction of a road, street, or highway. “Wetlands” include those artificial wetlands intentionally created from nonwetland areas to mitigate conversion of wetlands.
“Wetland mitigation bank” means a site where wetlands are restored, created, enhanced, or, in exceptional circumstances, preserved, expressly for the purpose of providing compensatory mitigation in advance of unavoidable impacts to wetlands or other aquatic resources that typically are unknown at the time of certification to compensate for future, permitted impacts to similar resources.
“Wetland mosaic” means an area with a concentration of multiple small wetlands, in which each patch of wetland is less than one acre; on average, patches are less than 100 feet from each other; and areas delineated as vegetated wetland are more than 50 percent of the total area of the entire mosaic, including uplands and open water. (Ord. 4025 § 2 (Att. A), 2022)
A. Statutory Authorization. The legislature of the state of Washington has delegated the responsibility to local governmental units to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry. Therefore, the City Council of Anacortes does ordain as follows:
1. Findings of Fact.
a. The flood hazard areas of Anacortes are subject to periodic inundation which results in loss of life and property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
b. These flood losses are caused by the cumulative effect of obstructions in areas of special flood hazards which increase flood heights and velocities and, when inadequately anchored, damage uses in other areas. Uses that are inadequately flood-proofed, elevated, or otherwise protected from flood damage also contribute to the flood loss.
2. Statement of Purpose. It is the purpose of this chapter to promote the public health, safety, and general welfare, and to minimize public and private losses due to flood conditions in specific areas by provisions designed:
a. To protect human life and health;
b. To minimize expenditure of public money and costly flood control projects;
c. To minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public;
d. To minimize prolonged business interruptions;
e. To minimize damage to public facilities and utilities, such as water and gas mains, electric, telephone and sewer lines, streets, and bridges located in areas of special flood hazard;
f. To help maintain a stable tax base by providing for the sound use and development of areas of special flood hazard so as to minimize future flood blight areas;
g. To ensure that potential buyers are notified that property is in an area of special flood hazard;
h. To ensure that those who occupy the areas of special flood hazard assume responsibility for their actions; and
i. To incorporate LID BMPs if feasible.
3. Methods of Reducing Flood Losses. In order to accomplish its purposes, this chapter includes methods and provisions for:
a. Restricting or prohibiting uses which are dangerous to health, safety, and property due to water or erosion hazards, or which result in damaging increases in erosion or in flood heights or velocities;
b. Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
c. Controlling the alteration of natural floodplains, stream channels, and natural protective barriers, which help accommodate or channel floodwaters;
d. Controlling filling, grading, dredging, and other development which may increase flood damage; and
e. Preventing or regulating the construction of flood barriers which will unnaturally divert floodwaters or may increase flood hazards in other areas.
Unless specifically defined below, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reasonable application.
“Adjacent/regulated slopes” means within 100 feet of the project site boundaries.
“Administrator” means the Director of Community Development.
“Alteration of watercourse” means any action that will change the location of the channel occupied by water within the bans of any portion of a riverine waterbody.
“Appeal” means a request for a review of the interpretation of any provision of this chapter or a request for a variance.
“Area of shallow flooding” means a designated Zone AO, AH, AR/AO or AR/AH or (VO) on a community’s Flood Insurance Rate Map (FIRM) with a one percent or greater annual chance of flooding to an average depth of one to three feet where a clearly defined channel does not exist, where the path of flooding is unpredictable, and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow. Also referred to as “sheet flow area.”
“Area of special flood hazard” means the land in the floodplain within a community subject to a one percent or greater chance of flooding in any given year. It is shown on the Flood Insurance Rate Map (FIRM) as Zone A, AO, AH, A1-A30, AE, A99, AR, (V, VO, V1-V30, VE). “Special flood hazard area” is synonymous in meaning with the phrase “area of special flood hazard.”
“Base flood” means the flood having a one percent chance of being equaled or exceeded in any given year. Also referred to as the “100-year flood.” Designation on maps always includes the letters A or V.
“Base flood elevation (BFE)” means the elevation to which floodwater is anticipated to rise during the base flood.
“Basement” means any area of the building having its floor subgrade (below ground level) on all sides.
“Breakaway wall” means a wall that is not part of the structural support of the building and is intended through its design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation system.
“Buffer” means a naturally vegetated area or vegetated area established or managed to protect nontidal wetlands or other areas from human disturbances.
“Channel” means the geographical area within either the natural or artificial banks of a watercourse or drainway.
“Coastal high hazard area” means an area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. The area is designated on the FIRM as Zone V1-30, VE or V.
“Creation, wetland” means a human activity bringing a wetland into existence at a site in which it did not formerly exist.
“Critical facility” means a facility for which even a slight chance of flooding might be too great. Critical facilities include, but are not limited to, schools, nursing homes, hospitals, police, fire and emergency response installations, and installations which produce, use or store hazardous materials or hazardous waste.
“Development” means any human-made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials located within the area of special flood hazard.
“Drainway” means any depression below the surrounding land serving to give direction to a regular current of water and having a bed and well-defined banks.
“Elevated building” means, for insurance purposes, a nonbasement building which has its lowest elevated floor raised above ground level by foundation walls, shear walls, post, piers, pilings, or columns.
“Existing manufactured home park or subdivision” means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before the effective date of the adopted floodplain management regulations.
“Expansion to an existing manufactured home park or subdivision” means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads).
“Flood” or “flooding” means a general and temporary condition of partial or complete inundation of normally dry land areas from:
1. The overflow of inland or tidal waters; and/or
2. The unusual and rapid accumulation of runoff of surface waters from any source;
3. Mudslides (i.e., mudflows) which are proximately caused by flooding and are akin to a river of liquid and flowing mud on the surface of normally dry land areas, as when earth is carried by a current of water and deposited along the path of the current;
4. The collapse of subsidence of land along the shore of a lake or other body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by unanticipated force of nature, such as a flash flood or abnormal tidal surge, or by some similarly unforeseeable event which results in flooding.
“Flood Elevation Study” means an examination, evaluation, and determination of flood hazards and, if appropriate, corresponding water surface elevations or an examination, evaluation, and determination of mudslides (i.e., mudflow) and or flood-related erosion hazards. Also known as a “Flood Insurance Study (FIS).”
“Flood Insurance Rate Map (FIRM)” means the official map on which the Federal Insurance Administration has delineated both the areas of special flood hazards and the risk premium zones applicable to the community. A FIRM that has been made available digitally is called a “Digital Flood Insurance Rate Map (DFIRM).”
“Flood Insurance Study” means the official report provided by the Federal Insurance Administration that includes flood profiles, the flood boundary-floodway map, and the water surface elevation of the base flood.
“Flood proofing” means any combination of structural and nonstructural additions, changes, or adjustments to structures which reduce or eliminate risk of flood damage to real estate or improved real property, water and sanitary facilities, structures, and their contents. Flood-proofed structures are those that have the structural integrity and design to be impervious to floodwater below the base flood elevation.
“Floodplain” or “flood prone area” means any land area susceptible to being inundated by water from any source. See “Flood” or “flooding.”
“Floodway” means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. Also referred to as “regulatory floodway.”
“Function/wetlands” means the beneficial roles nontidal wetlands serve, including storage, conveyance, and attenuation of floodwaters and stormwaters; groundwater recharge and discharge; protection of water quality and reduction of sediment and erosion; production of waterfowl, game and nongame birds, mammals, and other living resources; protection of habitat for rare, threatened, and endangered species; food chain support for a broad range of wildlife and fisheries; educational, historical, and archaeological value protection; and scenic, aesthetic, and recreational amenities.
“Functional dependent use” means a use which cannot perform its intended purpose unless it is located or carried out in close proximity to water. The term includes only docking facilities, port facilities, that are necessary for the loading and unloading of cargo or passengers, and ship building and repair facilities, and does not include long-term storage or related manufacturing facilities.
“Highest adjacent grade” means the highest natural elevation of the ground prior to construction next to the proposed walls of a structure.
“Historic structure” means any structure that is:
1. Listed individually in the National Register of Historic Places (a listing maintained by the Department of the Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register;
2. Certified or preliminarily determined by the Secretary of Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary of the Interior to qualify as a registered historic district;
3. Individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or
4. Individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either:
a. By an approved state program as determined by the Secretary of the Interior; or
b. Directly by the Secretary of the Interior in states without approved programs.
“Hydrophytic vegetation” means macrophytic plant life growing in water or on a substrate that is at least periodically deficient in oxygen as a result of excessive water content.
“In-kind construction, wetland” means the restoration or creation of a wetland with vegetation and other characteristics closely approximating those of a specified wetland.
“Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access or storage, in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the structure in violation of the applicable nonelevation design requirements of this chapter found at AMC 19.74.050(B)(1)(b).
“Manufactured home” means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term “manufactured home” does not include a “recreational vehicle.”
“Manufactured home park or subdivision” means a parcel of (or contiguous) land divided into two or more manufactured home lots for rent or sale.
“Mean sea level” for purpose of the National Flood Insurance Program means the vertical datum to which base flood elevations shown on community’s Flood Insurance Rate Map are referenced.
“New construction,” for the purpose of determining insurance rates, means structures for which the “start of construction” commenced on or after the effective date of an initial Flood Insurance Rate Map or after December 31, 1974, whichever is later, and includes any subsequent improvements to such structures. For floodplain management purposes “new construction” means structures for which the “start of construction” commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures.
“New manufactured home park or subdivision” means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed on or after the effective date of adopted floodplain management regulations.
“Nontidal wetland” means an area that is inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions (commonly known as hydrophytic vegetation).
“Off-site construction, wetland” means restoration or creation of a wetland at a location not adjacent to a previously specified wetland.
“Out-of-kind, wetland” means the restoration or creation of a wetland with vegetation or other characteristics not resembling those of a specified wetland.
“Partially developed lot” means a lot or parcel of land on which a building is located, and which is of sufficient area so as to be capable of subdivision into two or more lots in accordance with city standards.
“Practicable alternative, wetland” means an alternative to the proposed project that would accomplish the basic purpose of the project and avoid or have less adverse impact on a nontidal wetland.
“Recreational vehicle” means a vehicle which is:
1. Built on a single chassis;
2. Four hundred square feet or less when measured at the largest horizontal projection;
3. Designed to be self-propelled or permanently towable by a light-duty truck; and
4. Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
“Regulated activity, wetlands” means an activity with a significant impact on nontidal wetlands, including:
1. The removal, excavation, or dredging of soil, sand, gravel, minerals, organic matter, or materials of any kind;
2. The changing of existing drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics;
3. The disturbance of the nontidal wetland water level or water table by drainage, impoundment, or other means;
4. The dumping or discharging of material, or the filling of a nontidal wetland with material;
5. The placing of fill or the grading or removal of material that would alter existing topography;
6. The driving of piles, placement of obstructions, and erection or repair of buildings or structures of any kind;
7. The destruction or removal of plant life that would alter the character of a nontidal wetland; and
8. The conduct of an activity that results in a significant change of water temperature, a significant change of physical or chemical characteristics of nontidal wetland water sources, or the introduction of pollutants.
“Regulated slopes” means slopes that average 15 percent or greater over a vertical interval of 10 feet.
“Restoration, wetland” means a human activity that returns a wetland or former wetland from a disturbed or altered condition with lesser acreage or functions to a previous condition with greater wetland acreage or functions.
“Scientist, professional wetland” means a professional wetland scientist shall be certified through the Society of Wetland Scientists Professional Certification Program.
“Start of construction” includes substantial improvement, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, placement or other improvement was within 180 days of the permit date. The “actual start” means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial improvement, the “actual start of construction” means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
“Structure” means a walled and roofed building including a gas or liquid storage tank that is principally above ground.
“Substantial damage” means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.
“Substantial improvement” means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the “start of construction” of the improvement. This term includes structures which have incurred “substantial damage” regardless of actual repair work performed. The term does not, however, include either:
1. Any project for improvement of a structure to correct previously identified existing violations of state or local health, sanitary, or safety code specifications that have been identified by the local code enforcement official and that are the minimum necessary to ensure safe living conditions.
2. Any alteration of a “historic structure”; provided, that the alteration will not preclude the structure’s continued designation as a “historic structure.”
“Variance” means a grant of relief from the requirements of this chapter which permits construction in a manner that would otherwise be prohibited by this chapter.
“Water dependent” means a structure for commerce or industry which cannot exist in any other location and is dependent on the water by reason of the intrinsic nature of its operations. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 3040 § 2 (Att. A), 2019; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005; Ord. 2316 § 3, 1994. Formerly 17.70.030)
A. Lands to Which This Chapter Applies. This chapter shall apply to all areas of special flood hazards within the jurisdiction of the city of Anacortes.
B. Basis for Establishing the Areas of Special Flood Hazard. The areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report entitled “The Flood Insurance Study for the City of Anacortes” dated March 17, 2003, and any revisions thereto, with an accompanying Flood Insurance Rate Map (FIRM), and any revisions thereto, are hereby adopted by reference and declared to be a part of this chapter. The Flood Insurance Study and the FIRM are on file at 904 6th Street. The best available information for flood hazard area identification as outlined in AMC 19.74.040(C)(2) shall be the basis for regulation until a new FIRM is issued which incorporates the data utilized under AMC 19.74.040(C)(2).
C. Penalties for Noncompliance. No structure or land shall hereafter be constructed, located, extended, converted, or altered without full compliance with the terms of this chapter and other applicable regulations. Violations of the provisions of this chapter by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions) shall constitute a misdemeanor. Any person who violates this chapter or fails to comply with any of its requirements shall upon conviction thereof be fined not more than $1,000 or imprisoned for not more than 10 days, or both, for each violation, and in addition shall pay all costs and expenses involved in the case. Nothing herein contained shall prevent the Administrator from taking such other lawful action as is necessary to prevent or remedy any violation.
D. Abrogation and Greater Restrictions. This chapter is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this chapter and another ordinance, easement, covenant, or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.
E. Interpretation. In the interpretation and application of this chapter, all provisions shall be:
1. Considered as minimum requirements;
2. Liberally construed in favor of the governing body; and
3. Deemed neither to limit nor repeal any other powers granted under state statutes.
F. Warning and Disclaimer of Liability. The degree of flood protection required by this chapter is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by manmade or natural causes. This chapter does not imply that land outside the areas of special flood hazards or uses permitted within such areas will be free from flooding or flood damages. This chapter shall not create liability on the part of the city of Anacortes, any officer or employee thereof, or the Federal Insurance Administration, for any flood damages that result from reliance on this chapter or any administrative decision lawfully made hereunder. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.040)
A. Establishment of Development Permit.
1. Development Permit Required. A development permit shall be obtained before construction or development begins within any area of special flood hazard established in AMC 19.74.030(B). The permit shall be for all structures including manufactured homes, as set forth in the AMC 19.74.020, Definitions, and for all development including fill and other activities, also as set forth in AMC 19.74.020, Definitions.
2. Application for Development Permit. Application for a development permit shall be made on forms furnished by the city of Anacortes and may include, but not be limited to, plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing. Specifically, the following information is required:
a. Elevation in relation to mean sea level of the lowest floor (including basement) of all structures;
b. Elevation in relation to mean sea level to which any structure has been flood proofed;
c. Certification by a registered professional engineer or architect that the flood proofing methods for any nonresidential structure meet the flood proofing criteria in AMC 19.74.050(B)(2); and
d. Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.
B. Designation of the Local Administrator. The Administrator is hereby appointed to administer and implement this chapter by granting or denying development permit applications in accordance with its provisions.
C. Duties and Responsibilities of the Local Administrator. Duties of the Administrator shall include, but not be limited to:
1. Permit Review.
a. Review all development permits to determine that the permit requirements of this chapter have been satisfied.
b. Review all development permits to determine that all necessary permits have been obtained from those federal, state, or local governmental agencies from which prior approval is required.
c. Review all development permits to determine if the proposed development is located in the floodway. If located in the floodway, assure that the encroachment provisions of AMC 19.74.050(D) are met.
2. Use of Other Base Flood Data (In A and V Zones). When base flood elevation data has not been provided (A and V Zones) in accordance with AMC 19.74.030(B), Basis for Establishing the Areas of Special Flood Hazard, the Administrator shall obtain, review, and reasonably utilize any base flood elevation and floodway data available from a federal, state or other source, in order to administer AMC 19.74.050(B), Specific Standards, and 19.74.050(D), Critical Facility.
3. Information to Be Obtained and Maintained.
a. Where base flood elevation data is provided through the Flood Insurance Study, FIRM, or required as in subsection (C)(2) of this section, obtain and record the actual elevation (in relation to mean sea level) of the lowest floor (including basement) of all new or substantially improved structures, and whether or not the structure contains a basement.
b. For all new or substantially improved flood proofed structures where base flood elevation data is provided through the Flood Insurance Study, FIRM, or as required in subsection (C)(2) of this section:
i. Obtain and record the elevation (in relation to mean sea level) to which the structure was flood proofed; and
ii. Maintain the flood proofing certifications required in subsection (A)(2)(c) of this section.
c. Maintain for public inspection all records pertaining to the provisions of this chapter.
4. Alteration of Watercourses.
a. Notify adjacent communities and the Department of Ecology prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration.
b. Require that maintenance is provided within the altered or relocated portion of said watercourse so that the flood carrying capacity is not diminished.
5. Interpretation of FIRM Boundaries. Make interpretations where needed as to exact location of the boundaries of the areas of special flood hazards (for example, where there appears to be a conflict between a mapped boundary and actual field conditions). The person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in AMC Table 19.20.030-1, Type I Administrative Ministerial Actions, and AMC 19.20.180.
D. Variance Procedure.
1. Variances to this chapter must be processed according to the procedures in this title.
2. Conditions for Variances.
a. Generally, the only condition under which a variance from the elevation standard may be issued is for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in subsection (D)(3)(a) of this section have been fully considered. As the lot size increases the technical justification required for issuing the variance increases.
b. Variances may be issued for the reconstruction, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the State Inventory of Historic Places, without regard to the procedures set forth in this section, upon a determination that the proposed repair or rehabilitation will not preclude the structure’s continued designation as a historic structure and the variance is the minimum necessary to preserve the historic character and design of the structure.
c. Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.
d. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
e. Variances shall only be issued upon:
i. A showing of good and sufficient cause;
ii. A determination that failure to grant the variance would result in exceptional hardship to the applicant;
iii. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances;
iv. A demonstration that no net loss of critical areas’ functions and values will occur as a result.
f. Variances as interpreted in the National Flood Insurance Program are based on the general zoning law principle that they pertain to a physical piece of property; they are not personal in nature and do not pertain to the structure, its inhabitants, economic or financial circumstances. They primarily address small lots in densely populated residential neighborhoods. As such, variances from the flood elevations should be quite rare.
g. Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of flood proofing than watertight or dry flood proofing, where it can be determined that such action will have low damage potential, complies with all other variance criteria except subsection (D)(2)(a) of this section, and otherwise complies with AMC 19.74.050(A)(1), (3) and (4) of the general standards.
h. Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation.
3. Variance Review Criteria.
a. In considering variance applications, the governing body must consider all technical evaluations, all relevant factors, all standards specified in other sections of this chapter, and:
i. The danger that materials may be swept onto other lands to the injury of others;
ii. The danger to life and property due to flooding or erosion damage;
iii. The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
iv. The importance of the services provided by the proposed facility to the community;
v. The necessity of the facility of a waterfront location, where applicable;
vi. The availability of alternative locations for the proposed use, which are not subject to flooding or erosion damage;
vii. The compatibility of the proposed use with existing and proposed development;
viii. The relationship of the proposed use to the comprehensive plan and floodplain management program for that area;
ix. The safety of access to the property in time of flood for ordinary and emergency vehicles;
x. The expected heights, velocity, duration, rate of rise, and sediment transport of the floodwaters expected at the site; and
xi. The costs of providing governmental services during and after flood conditions, including maintenance and repair of public facilities, such as sewer, gas, electrical, water system, and streets and bridges. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2992 § 1 (Att. A), 2016; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.050)
A. General Standards. In all areas of special flood hazards, the following standards are required:
1. Anchoring.
a. All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads including effects of buoyancy.
b. All manufactured homes must likewise be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the-top or frame ties to ground anchors (reference FEMA’s “Manufactured Home Installation in Flood Hazard Areas” guidebook for additional techniques).
2. Construction Materials and Methods.
a. All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
b. All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
c. Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
3. Utilities.
a. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems;
b. The proposed water well shall be located on high ground that is not in the floodway (WAC 173-160-171);
c. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters; and
d. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding.
4. Subdivision Proposals.
a. All subdivision proposals shall be consistent with the need to minimize flood damage;
b. All subdivision proposals shall have public utilities and facilities, such as sewer, gas, electrical, and water systems located and constructed to minimize or eliminate flood damage;
c. All subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage; and
d. Where base flood elevation data has not been provided or is not available from another authoritative source, it shall be generated for subdivision proposals and other proposed developments which contain at least 50 lots or five acres (whichever is less).
5. Review of Building Permits. Where elevation data is not available either through the Flood Insurance Study, FIRM, or from another authoritative source (AMC 19.74.040(C)(2)), applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above the highest adjacent grade in these zones may result in higher insurance rates.
B. Specific Standards. In all areas of special flood hazards where base flood elevation data has been provided (Zones A1-30, AH, and AE) as set forth in AMC 19.74.030(B), Basis for Establishing the Areas of Special Flood Hazard, or 19.74.040(C)(2), Use of Other Base Flood Data (In A and V Zones), the following provisions are required:
1. Residential Construction.
a. In AE and A1-30 Zones or other A Zoned areas where the BFE has been determined or can be reasonably obtained, new construction and substantial improvement of any residential structure must have the lowest floor, including basement, elevated two feet or more above the BFE. Mechanical equipment and utilities must be waterproof or elevated one foot above BFE.
b. New construction and substantial improvement of any structure in an unnumbered A Zone for which a BFE is not available and cannot be reasonably obtained must be reasonably safe from flooding, but in all cases the lowest floor must be at least two feet above the highest adjacent grade.
c. New construction and substantial improvement of any residential structure in a V, V1-30, or VE Zone must meet the requirements of subsection (C) of this section, Coastal High Hazard Areas.
d. Fully enclosed areas below the lowest floor that are subject to flooding are prohibited or must designed to automatically equalize hydrostatic flood forces on the exterior walls by allowing for the entry and exit of floodwaters. Designs must meet or exceed the following criteria or be designed by a registered engineer or architect and certify engineered openings:
i. Have a minimum of two openings with a total net area of not less than one square inch for every square foot of enclosed area subject to flooding.
ii. The bottom of all openings must be no higher than one foot above grade.
iii. Openings may be equipped with screens, louvers, valves or other coverings or devices provided they permit the automatic entry and exit of floodwaters.
iv. A garage attached to a residential structure, constructed with the garage floor slab below the BFE, must be designed to allow for the automatic entry and exit of floodwaters.
2. Nonresidential Construction. Nonresidential construction or substantial improvement of any commercial, industrial, or other nonresidential structure must meet the requirements of subsection (B)(2)(a) or (b) below.
a. New construction and substantial improvement of any commercial, industrial, or other nonresidential structure must meet all the following requirements:
i. In AE and A1-30 Zones or other A Zoned areas where the BFE has been determined or can be reasonably obtained, new construction and substantial improvement of any commercial, industrial, or other nonresidential structure must have the lowest floor, including basement, elevated two feet or more above the BFE, or elevated as required by ASCE 24, whichever is greater. Mechanical equipment and utilities must be waterproofed or elevated at least one foot above, or as required by ASCE 24, whichever is greater.
ii. If located in an unnumbered A Zone for which a BFE is not available and cannot be reasonably obtained, the structure must be reasonably safe from flooding, but in all cases the lowest floor must be at least two feet above the highest adjacent grade.
iii. If located in a V, V1-30 or VE Zone, the structure must meet the requirements of subsection (C) of this section, Coastal High Hazard Areas.
b. Fully enclosed areas below the lowest floor that are subject to flooding are prohibited or must meet be designed to automatically equalize hydrostatic flood forces on the exterior walls by allowing for the entry and exit of flood forces. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria or be designed by a registered engineer or architect and certify engineered openings:
i. Have a minimum of two openings with a total net area of not less than one square inch for every square foot of enclosed area subject to flooding.
ii. The bottom of all openings must be no higher than one foot above grade.
iii. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
iv. A garage attached to a nonresidential structure, constructed with the garage floor slab below the BFE, must be designed to allow for the automatic entry and exit of floodwater.
c. If the requirements of subsection (B)(2)(a) of this section are not met, then the new construction and substantial improvement of any commercial, industrial, or other nonresidential structure must meet all the following requirements:
i. Be dry flood proofed so that one foot or more above the base flood level the structure is watertight with walls substantially impermeable to the passage of water or dry flood proofed to the elevation required by ASCE 24, whichever is greater;
ii. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy;
iii. Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting provisions of this subsection based on their development and/or review of the structural design, specifications, and plans. Such certifications must be provided to the official as set forth in AMC 19.74.040(C)(3);
iv. Nonresidential structures that are elevated, not flood proofed, must meet the same standards for space below the lowest floor as described in subsection (B)(2)(b) of this section;
v. Applicants who are flood proofing nonresidential buildings must be notified that flood insurance premiums will be based on rates that are one foot below the flood proofed level (e.g., a building that is flood proofed to the base flood level will be rated as one foot below). Flood proofing the building an additional foot will reduce flood insurance premiums.
3. Manufactured Homes.
a. All manufactured homes to be placed or substantially improved on sites:
i. Outside of a manufactured home park or subdivision;
iii. In an expansion to an existing manufactured home park or subdivision; or
iv. In an existing manufactured home park or subdivision on which a manufactured home has incurred “substantial damage” as the result of a flood;
shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated one foot or more above the base flood elevation and be securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
b. Manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision that are not subject to the above manufactured home provisions shall be elevated so that either:
i. The lowest floor of the manufactured home is elevated one foot or more above the base flood elevation; or
ii. The manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade and is securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
4. Recreational Vehicles. Recreational vehicles placed on sites are required to either:
a. Be on the site for fewer than 180 consecutive days;
b. Be fully licensed and ready for highway use, on its wheels or jacking system, be attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions; or
c. Meet the requirements of subsection (B)(3) of this section and the elevation and anchoring requirements for manufactured homes.
5. Enclosed Area Below the Lowest Floor. If buildings or manufactured homes are constructed or substantially improved with fully enclosed areas below the lowest floor, the areas must be used for parking of vehicles, building access, or storage.
6. Appurtenant Structures (Detached Garages and Small Storage Structures).
a. Appurtenant structures used solely for parking of vehicles or limited storage may be constructed such that the floor is below the BFE, provided the structure is designed and constructed in accordance with the following requirements:
i. Use of the appurtenant structure must be limited to parking of vehicles or storage;
ii. The portions of the appurtenant structure located below the BFE must be built using flood resistant materials;
iii. The appurtenant structure must be anchored to prevent flotation, collapse, and lateral movement;
iv. Any machinery or equipment servicing the appurtenant structure must be elevated or flood proofed to or above BFE;
v. The appurtenant structure must be designed to allow for the automatic entry and exit of floodwaters in accordance with subsection (B)(1)(d) of this section;
vi. The structure must have low damage potential;
vii. If the structure converted to another use, it must be brought into full compliance with standards governing such use;
viii. The structure must not be used for human habitation.
b. Detached garages, storage structures, and other appurtenant structures not meeting the above standards must be constructed in accordance with all applicable standards in subsection (B)(1)(d) of this section.
c. Upon completion of the structure, certification that the requirement of this section has been satisfied must be provided to the Floodplain Administrator for verification.
7. AE and A1-30 Zones With Base Flood Elevations but No Floodways. In areas with BFEs (when a regulatory floodway has not been designated), no new construction, substantial improvements, or other development (including fill) shall be permitted within Zones A1-30 and AE on the community’s FIRM, unless it is demonstrated that the cumulative effect of the proposed development, when combined with all other existing and anticipated development, will not increase the water surface elevation of the base flood more than one foot at any point within community.
C. Coastal High Hazard Areas. Located within areas of special flood hazard established in AMC 19.74.030(B) are coastal high hazard areas, designated as Zones V1-30, VE and/or V. These areas have special flood hazards associated with high velocity waters from surges and, therefore, in addition to meeting all provisions in this chapter, the following provisions shall also apply:
1. All new construction and substantial improvements in Zones V1-30 and VE (V if base flood elevation is available) on the community’s FIRM must be elevated on pilings and columns so that:
a. For residential buildings the bottom of the lowest horizontal structural member of the lowest floor (excluding the pilings or columns) is elevated one foot or more above the base flood level.
b. For nonresidential buildings the bottom of the lowest horizontal member of the lowest floor (excluding pilings or columns) is elevated one foot or more above the base flood level or meets the requirements of ASCE 24, whichever is higher.
c. The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse, and lateral movement due to the effects of wind and water loads acting simultaneously on all building components. Wind and water loading values shall each have a one percent chance of being equaled or exceeded in and given year (100-year mean recurrence interval).
d. A registered professional engineer or architect shall develop or review the structural design, specifications and plans for the construction, and shall certify that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting the provisions of this section;
2. The elevation (in relation to mean sea level) of the bottom of the lowest structural member of the lowest floor (excluding pilings and columns) of all new and substantially improved structures in Zones V1-30, VE, and V on the community’s FIRM and whether or not such structures contain a basement shall be provided to the Administrator. The Administrator shall maintain a record of all such information;
3. All new construction within Zones V1-30, VE, and V on the community’s FIRM shall be located landward of the reach of mean high tide;
4. All new construction and substantial improvements within Zones V1-30, VE, and V on the community’s FIRM must have the space below the lowest floor either free of obstruction or constructed with nonsupporting breakaway walls, open wood latticework, or insect screening intended to collapse under wind and water loads without causing collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundation system. For the purposes of this section, a breakaway wall shall have a design safe loading resistance of not less than 10 and no more than 20 pounds per square foot. Use of breakaway walls which exceed a design safe loading resistance of 20 pounds per square foot (either by design or when so required by local or state codes) may be permitted only if a registered professional engineer or architect certifies that the designs proposed meet the following conditions:
a. Breakaway wall collapse shall result from water load less than that which would occur during the base flood, and
b. The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (structural and nonstructural). Maximum wind and water loading values to be used in this determination shall each have a one percent chance of being equaled or exceeded in any given year (100-year mean recurrence interval).
If breakaway walls are utilized, such enclosed space shall be useable solely for parking of vehicles, building access, or storage. Such space shall not be used for human habitation;
5. The use of fill for structural support of buildings within Zones V1-30, VE, and V on the community’s FIRM is prohibited;
6. Human-caused alteration of sand dunes within Zones V1-30, VE, and V on the community’s FIRM which would increase potential flood damage is prohibited;
7. All manufactured homes to be placed or substantially improved within Zones V1-30, V, and VE on the community’s FIRM on sites:
a. Outside of a manufactured home park or subdivision,
c. In an expansion to an existing manufactured home park or subdivision, or
d. In an existing manufactured home park or subdivision on which a manufactured home has incurred “substantial damage” as the result of a flood,
shall meet the standards of subsections (C)(1) through (C)(6) of this section and manufactured homes placed or substantially improved on other sites in an existing manufactured home park or subdivision within Zones V1-30, V, and VE on the FIRM meet the requirements of subsection (B)(3) of this section;
8. Recreational vehicles placed on sites within Zones V1-30, V, and VE on the community’s FIRM must either:
a. Be on the site for fewer than 180 consecutive days,
b. Be fully licensed and ready for highway use, on its wheels or jacking system, attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions, or
c. Meet the requirements of AMC 19.74.040(A)(1), Development Permit Required, and subsections (C)(1) through (C)(6) of this section.
D. Critical Facility. Construction of new critical facilities shall be, to the extent possible, located outside the limits of the special flood hazard area (SFHA) (100-year floodplain). Construction of new critical facilities shall be permissible within the SFHA if no feasible alternative site is available. Critical facilities constructed within the SFHA shall have the lowest floor elevated three feet or to the height of the 500-year flood, whichever is higher. Access to and from the critical facility should also be protected to the height utilized above. Flood proofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood elevation shall be provided to all critical facilities to the extent possible. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.060)
This chapter is adopted as a standalone ordinance which will be enforced only in those areas presently identified or which become identified as special flood hazard areas within the city of Anacortes. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.070)
A. Purpose. Washington State law mandates that stormwater discharge resulting from development activities and pollution-generating activities be controlled and treated to provide available and reasonable methods of erosion control, flood control, habitat protection, and water quality treatment. The City of Anacortes has adopted the requirements of this chapter for both temporary and long-term stormwater management. The purpose of this chapter is to set out the authority, regulatory requirements, submittal requirements, and procedures for stormwater drainage design, review, approval, construction, maintenance, and management.
B. Goals of Low Impact Development (LID). LID is the preferred and commonly used approach to site development. LID is intended to minimize impervious surfaces, native vegetation loss, and stormwater runoff in all types of development situations. (City’s NPDES Permit S5.C4.f.i) This chapter accomplishes the following goals:
1. Manage stormwater through a land development strategy that emphasizes conservation and use of on-site natural features integrated with engineered, small-scale hydrologic controls to mimic predevelopment hydrologic conditions;
2. Encourage creative and coordinated site planning, the conservation of natural conditions and features, the use of appropriate technologies and techniques, and the efficient layout of streets, utility networks and other public improvements;
3. Reduce impervious surfaces; and
4. Preserve or restore native vegetation. (Ord. 2991 § 1 (Att. A), 2016)
A. This chapter applies to any land disturbing activity that requires a permit under this title.
B. Exemptions. The following activities are exempt from the requirements of this chapter:
1. Landscape maintenance activities and gardening that does not adversely impact stormwater facilities or raingardens.
2. The activities described in Appendix 1, Section 1 of the city’s NPDES permit, including qualifying pavement maintenance and underground utility projects. (Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies requires review consistent with this chapter.
B. All applications requiring review under this chapter must demonstrate compliance with AMC 19.76.040.
C. The director may require third party review of any stormwater site plan at the expense of the applicant. (Ord. 2991 § 1 (Att. A), 2016)
A. The City of Anacortes adopts Ecology’s 2019 Stormwater Management Manual for Western Washington, as the city’s stormwater management manual.
B. The City of Anacortes adopts the Thresholds, Definitions, Minimum Requirements, and Exceptions, Adjustment, and Variance Criteria found in Appendix 1 of the city’s NPDES permit.
C. Any undefined terms in this chapter have the meanings established in the stormwater management manual.
D. The City of Anacortes utilizes the 2012 Puget Sound Partnership Low Impact Development Technical Guidance Manual for information related to best management practices.
E. The Director is the administrator authorized to determine feasibility and make decisions on adjustments and exceptions under the stormwater management manual.
F. Feasibility.
1. The Director may determine infiltration is infeasible without the infiltration testing required by the stormwater management manual stormwater BMPs when infiltration is known to the city to be infeasible due to any of the following:
a. Soil conditions;
b. Presence of significant naturally occurring groundwater;
c. Significant tidal influence on groundwater;
d. Presence of geologically hazardous areas that would be made unstable by infiltration.
G. Exceptions/Variances.
1. The Director may grant an adjustment to the application of the stormwater management manual and its minimum requirements prior to permit approval and construction consistent with the criteria in the city’s NPDES permit Appendix 1, Section 5, Adjustments.
2. The Director may grant an exception/variance from this chapter or the application of the stormwater management manual and its minimum requirements prior to permit approval and construction when consistent with the criteria in the city’s NPDES permit Appendix 1, Section 6, Exceptions and Variances.
3. The Director shall keep records, including the written findings of fact, of all local exceptions to the minimum requirements.
4. Exceptions/variances (exceptions) to the minimum requirements may be granted by the city following legal public notice of an application for an exception or variance, legal public notice of the city’s decision on the application, and written findings of fact that document the city’s determination to grant an exception. Project-specific design exceptions based on site-specific conditions do not require prior approval of Ecology. The city must seek prior approval by Ecology for any jurisdiction-wide exception.
5. A request for an adjustment or exception must meet the criteria in the city’s NPDES permit (Appendix 1) and be submitted on a form provided by the Department. The city may grant an exception to the minimum requirements if such application imposes a severe and unexpected economic hardship. To determine whether the application imposes a severe and unexpected economic hardship on the project applicant, the Director must consider and document with written findings of fact the following:
a. The current (preproject) use of the site; and
b. How the application of the minimum requirements restricts the proposed use of the site compared to the restrictions that existed prior to the adoption of the minimum requirements; and
c. The possible remaining uses of the site if the exception were not granted; and
d. The uses of the site that would have been allowed prior to the adoption of the minimum requirements; and
e. A comparison of the estimated amount and percentage of value loss as a result of the minimum requirements versus the estimated amount and percentage of value loss as a result of requirements that existed prior to adoption of the minimum requirements; and
f. The feasibility for the owner to alter the project to apply the minimum requirements;
g. The exception will not increase risk to the public health and welfare, nor be injurious to other properties in the vicinity and/or downstream, and to the quality of waters of the state; and
h. The exception is the least possible exception that could be granted to comply with the intent of the minimum requirements. (Ord. 4022 § 1 (Att. A), 2022; Ord. 2991 § 1 (Att. A), 2016)
A. Applicants must locate and design all buildings, streets and pathways, parking areas, and utility easements to promote public safety, ensure compatibility of uses, minimize effective impervious surface, preserve native vegetation, and complement predevelopment site characteristics such as topography, soils, hydrology, and other natural features.
B. General Design Techniques.
1. Applicants must limit clearing and grading to the minimum necessary for construction of permitted uses and associated utilities.
2. Applicants must consider limiting lawn areas, driveways, and roads and locate them in a manner that results in the least disruption to the topography and native vegetation on the site.
3. Applicants must consider clustering lots, dwelling units, or building structures during the conceptual planning stage to preserve open space, reduce total impervious surface area, and minimize development impacts on adjacent critical areas and associated buffers.
C. Projects subject to minimum requirements 1-9 must comply with the following:
1. After the project is complete, there may not be a net increase in impervious surface above the limit on the permit, plat, or site plan without approval from the director.
2. For subdivisions, the maximum impervious surfaces allowed for each lot must be added to the face of the plat.
3. For all other development, the maximum impervious surface allowed for the development must be added to the face of the final, approved site plan.
D. Where native vegetation is used to achieve Stormwater Management Manual Minimum Requirement 6 (Runoff Treatment) or Requirement 7 (Flow Control), the applicant must establish one or more of the following permanent protective mechanisms to ensure that native vegetation is retained:
1. A protective easement dedicated to the City on a form provided by the department;
2. A separate nonbuilding tract owned in common by all lots within the subdivision;
3. Restrictions on the future use of the area recorded on the face of the final plat;
4. An alternative permanent protective mechanism approved by the director.
E. Where an LID stormwater facility is required, the applicant may use that facility to satisfy landscaping requirements so long as the purpose and intent of required landscaping is satisfied and the landscaping does not disrupt the function of LID stormwater facilities. (Ord. 2991 § 1 (Att. A), 2016)
A. Location.
1. A stormwater facility necessary for compliance with this chapter must be located abutting a right of way. When the site is constrained by topography, soils, hydrology, or other factors, the director may approve an alternative location that facilitates access by the city for inspection and maintenance.
2. A stormwater facility may be located within a right of way at the discretion of the director.
B. Dedication. For a stormwater facility necessary for compliance with this chapter, the director may require any combination of the following as a condition of development:
1. That the applicant dedicate an easement to the city for access and inspection of the stormwater facility. The director may waive this requirement for small facilities that do not require inspection or can be effectively inspected without an access easement.
2. That the stormwater facility be dedicated to the city, which the city may accept if:
a. The facility as designed and constructed conforms to the provisions of this chapter;
b. All easements and tracts required under this chapter necessary for the city to operate and maintain the facility have been conveyed to the city and have been recorded with the county auditor;
c. A maintenance plan has been accepted per subsection D of this section.
C. Modification of Facilities During Construction. The city may require that the construction of drainage facilities and associated project designs be modified or redesigned if conditions occur or are discovered which were not considered or known at the time the permit or approval was issued, such as uncovering unexpected soil or water conditions, weather-generated problems, or undue materials shortages. Any such modifications made during the construction of drainage facilities must be recorded on the final approved drainage plan, a revised copy of which must be provided to the city.
D. Maintenance plan required.
1. Prior to the use of a stormwater facility required by this chapter, the owner must:
a. Ensure a complete initial evaluation of engineered stormwater facility system components and property by a qualified professional to determine functionality, maintenance needs, and compliance with this chapter and any permits. The property owner must submit the signed and stamped engineer’s evaluation to the director for approval;
b. Provide a complete and accurate set of reproducible as-built record drawings stamped and certified as accurate by a qualified professional;
c. Obtain approval from the director for a maintenance plan;
d. Record the approved maintenance plan with the county auditor against the title of all properties using the stormwater facility.
2. The maintenance plan must:
a. Address how all of the elements of the stormwater facility will be maintained;
b. Include the schedule for ongoing maintenance;
c. Identify the responsible party for ongoing maintenance;
d. Be consistent with Stormwater Management Manual, especially Volume V, Chapter 4.
3. The maintenance plan remains in force for the life of the development or until the city approves a new or amended maintenance plan for the development’s stormwater facilities.
E. Plat Notes. For land divisions, the director will require a plat note indicating that the property owner(s) must maintain the stormwater facility consistent with the recorded maintenance plan and that if the stormwater facility is not so maintained the city may perform the maintenance and charge the costs of such maintenance to the property owners.
F. Establishment of Regional Facilities.
1. In the event that public benefits would accrue due to modification of the stormwater plan for the subject property to better implement the recommendations of the city’s surface water quality management plan, the director may recommend that the city should assume some responsibility for the further design, construction, operation and maintenance of drainage facilities receiving runoff from the subject property. Such decision shall be made concurrently with review and approval of the stormwater plan as specified in this chapter.
2. In the event the city decides to assume some responsibility for design, construction, operation and maintenance of the facilities, the developer will be required to contribute a pro rata share to the construction cost of the facilities. The applicant may be required to supply additional information at the request of the official to aid in the determination by the city. Guidelines for implementing this section will be defined by the official. (Ord. 2991 § 1 (Att. A), 2016)
A. Generally.
1. All proposed development requiring stormwater conveyance must provide sufficient capacity to convey stormwater without flooding or otherwise damaging existing or proposed structures in a manner consistent with the city’s engineering standards.
2. Estimation of peak stormwater runoff rates used in the design of stormwater conveyance facilities must use the rational method for estimating a hydrograph using a mathematical simulation.
3. Runoff may not discharge directly onto the surface of a public street or road.
4. Runoff and infiltration must be directed away from septic drain fields.
5. Runoff from impervious surfaces, roof drains, and yard drains must be directed so as not to adversely affect adjacent properties.
6. Runoff from development may not cause a significant adverse impact to down-gradient properties.
B. Easements, Tracts, and Covenants.
1. All proposed development must provide easements for all stormwater conveyance systems that are not located in public rights-of-way or tracts and must be granted to the parties responsible for providing ongoing maintenance of the systems. Drainage easements through non-drainage structures are prohibited.
2. Wording to this effect must appear on the face of all final plats, and must be contained in any covenants required for a development. (Ord. 2991 § 1 (Att. A), 2016)
A. The city may inspect all activities regulated by this chapter at various stages of the work to ensure proper review of construction and facilities.
B. Stages of work requiring inspection include, but are not limited to: preconstruction; installation of BMPs; land-disturbing activities; installation of utilities, landscaping, retaining walls; and completion of project.
C. At the time of approval of the drainage plan for the subject property, a schedule for inspection will be established by the director. (Ord. 2991 § 1 (Att. A), 2016)
A. The director may require, as a condition of approval, any applicant proposing construction of retention/detention or other stormwater treatment/abatement facilities to post any of the following surety and cash bonds in the amount of one hundred fifty percent of the construction value.
1. Construction Bond. A bond in an amount sufficient to cover the cost of conforming the construction with the approved stormwater management plans. After determination by the director that all facilities are constructed in compliance with the approved plans, the director must release the construction bond. Alternatively, the director could require an equivalent cash deposit to an escrow account administered by a local bank designated by the city.
2. Performance Bond. A bond to cover the cost of design defects or failures in workmanship of the facilities to be posted and maintained throughout the two-year maintenance period. Alternatively, an equivalent cash deposit to an escrow account administered by a local bank designated by the city could be required at city option.
3. Liability Bond. A liability policy in an amount established by the director that names the city as an additional insured and which protects the city from any liability up to those amounts for any accident, negligence, failure of the facility, or any other liability whatsoever, relating to the construction or maintenance of the facility. The liability policy must be maintained for the duration of the facility by the owner of the facility; except in the case of facilities formally assumed by the city for maintenance per this chapter, the liability policy may be terminated when and if the city maintenance responsibility commences.
B. When the director requires multiple bonds under this section, the bonds may be combined in a single bond of a value equal to the sum of the separate bonds. The combined bond must on its face clearly delineate those separate bonds which it is intended to replace. (Ord. 2991 § 1 (Att. A), 2016)
These regulations are adopted for the following purposes:
A. To promote the public health, safety, and general welfare of the citizens of the city;
B. To preserve and enhance the city’s physical and aesthetic character by preventing indiscriminate removal or destruction of trees and ground cover on undeveloped and partially developed property;
C. To promote building and site planning practices that are consistent with the city’s natural topographical and vegetation features while at the same time recognizing that certain factors such as condition (e.g., disease, danger of falling, etc.), proximity to existing and proposed structures and improvements, interference with utility services, protection of scenic views, and the realization of a reasonable enjoyment of property may require the removal of certain trees and ground cover;
D. To minimize surface water and groundwater runoff and diversion, to reduce siltation of lakes and streams and to deter erosion due to removal of trees and ground cover and reduce the risk of slides;
E. To minimize the need for additional storm drainage facilities;
F. To retain clusters of trees for the abatement of noise and wind protection;
G. To ensure prompt development, restoration, and replanting, and effective erosion control of property after land clearing;
H. To implement the goals and objectives of the State Environmental Policy Act. (Ord. 2991 § 1 (Att. A), 2016)
A. This chapter applies to all clearing, grubbing, and grading.
B. Exemptions. This chapter does not apply to the following actions, unless in the vicinity of a critical area:
1. The installation and maintenance of fire hydrants, water meters, pumping stations, and street furniture by the city or its contractors;
2. Removal of trees and ground cover in emergency situations involving immediate danger to life or property or substantial fire hazards;
3. Removal of dead or diseased trees or ground cover;
4. Removal of 6,000 square feet or less of trees or ground cover on a lot that contains an existing permitted building and is capable of being divided into two or more lots, for purposes of general property and utility maintenance or landscaping except that:
a. Any land clearing that includes the use of a bulldozer or similar mechanical earthmoving equipment is not exempt; and
b. Land clearing for the purpose of developing the property with substantial permanent improvements such as roads, driveways, utilities or buildings is not exempt.
5. Clearing, grubbing, and grading activities described herein including any level of vegetation or ground-disturbing action within a critical area or buffer is subject to AMC Chapter 19.70, Critical Areas. If a proposed activity is exempt from critical area permit requirements, the Director has the discretion to require a clearing and grading permit even if the proposed activity is exempted in this section. (Ord. 3064 § 2 (Att. A), 2021; Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies requires an application and permit consistent with this chapter. A separate permit is not required if an application has been approved for a building permit, preliminary plat, or a final planned unit development.
B. Applications must be on forms provided by the department and must include:
1. A site plan showing location, type, and size of existing significant trees and native vegetation; designation of clearing limits; and other requirements identified by the director;
2. If excavated material is to be wasted off-site, a description of the location and the route to the disposal site;
3. Demonstration of compliance with AMC Chapter 19.76, Stormwater Management;
4. A construction site sediment transport potential worksheet which will guide city staff on the need for a site inspection prior to permit issuance. (Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies must comply, and the director may condition a permit issued per this chapter to ensure compliance, with all of the following:
3. AMC Chapter 19.76, Stormwater;
4. The Anacortes Shoreline Master Program;
5. The International Building Code provisions for “Excavation and Grading.”
B. Performance Bond. The director may require, as a condition to the granting of a permit, that the applicant furnish a performance bond to the city to secure the applicant’s obligation, after the approved land clearing has been accomplished, to complete the restoration and replanting of the property in accordance with the terms of the permit. The bond may be in an amount equal to two hundred percent of the estimated cost of such restoration and replanting and with surety and conditions satisfactory to the director.
C. When grading a site, whether a single lot or a larger tract, the owner of the site being graded must protect adjacent property from the effects of the grading. If a cut or excavation is made near a property line, it must be supported by a retaining wall, or sloped or terraced away from the property line sufficiently to prevent the adjacent property from sliding toward the cut. If fill such as soil, gravel, rock, or other material is placed near a property line, it must be supported by a retaining wall, or sloped or terraced away from the property line sufficiently to prevent the fill material from sliding onto the adjacent property.
D. The director may require cuts, fill, and retaining walls to be designed by a licensed structural engineer, due to slope steepness, soil types, geological stability, or other factors.
E. If there are structures on the adjacent property at the time a cut is made, or if a building permit has been issued to build such structures, the effect of the weight of these structures must be taken into account when determining the support required for the cut, in order to avoid undermining or damaging the structures. If a structure is built after a permit for cut or fill has been issued, the structure must be designed so that it does not create additional stresses on a properly designed cut or fill or retaining wall which would be likely to cause it to fail, based on standard structural engineering principles. (Ord. 2991 § 1 (Att. A), 2016)
No land division for a property may be approved within five years after clearing. (Ord. 2991 § 1 (Att. A), 2016)
A. The purpose of this chapter is to designate critical areas and to establish standards for the protection of their functions and values, in compliance with the provisions of the Washington State Growth Management Act of 1990 (Chapter 36.70A RCW), and consistent with the goals and policies of the Anacortes Comprehensive Plan.
B. By identifying and regulating development and alterations to critical areas and their buffers, this chapter seeks to accomplish the following goals:
1. Protect members of the public and public resources and facilities from injury, loss of life, or property damage due to landslides and steep slope failures, erosion, seismic events, or flooding;
2. Protect, maintain and restore healthy, functioning ecosystems through the protection of unique, fragile, and valuable elements of the environment, including, but not limited to, ground and surface waters, wetlands, and fish and wildlife and their habitats, and to conserve the biodiversity of plant and animal species;
3. Direct activities not dependent on critical area resources to less environmentally sensitive sites and mitigate unavoidable impacts to critical areas by regulating alterations in and adjacent to critical areas;
4. Prevent cumulative adverse environmental impacts to water quality, wetlands, and fish and wildlife habitat, and the overall net loss of wetlands, frequently flooded areas, and habitat conservation areas;
5. Alert owners, potential purchasers, real estate agents, appraisers, lenders, builders, developers and other members of the public to natural conditions that pose a hazard or may otherwise limit development;
6. Serve as a basis for exercise of the city’s substantive authority under the State Environmental Policy Act (SEPA).
C. The regulations of this chapter are intended to protect critical areas in accordance with the Growth Management Act, through the application of best available science, as determined according to WAC 365-195-900 through 365-195-925, and in consultation with state and federal agencies and other qualified professionals.
D. This chapter is intended to be administered with limited flexibility and attention to site-specific characteristics. It is not the intent of this chapter to make a parcel of property unusable by denying its owner reasonable economic use of the property, or to prevent the provision of public facilities and services necessary to support existing development and that planned for by the community without decreasing current service levels below minimum standards.
E. The city’s enactment or enforcement of this chapter must not be construed for the benefit of any individual person or group of persons other than the general public. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Unless explicitly exempted, the provisions of this chapter apply to all land uses, development activity, and all structures and facilities within the city of Anacortes that are within the critical area, within the maximum buffer distance of, or likely to affect the functions and values of, one or more critical areas.
B. Relationship to Other Regulations.
1. Shorelines of the state and shorelands as defined in RCW 90.58.030, and critical areas occurring within the jurisdiction of shorelines of the state and shorelands (“shoreline jurisdiction”), are regulated and protected through the Anacortes Shoreline Master Program (AMC Chapter 19.72), as amended. Activities occurring within shoreline jurisdiction are reviewed through the shoreline permit review and issuance process; a separate critical areas permit is not required. The Shoreline Master Program incorporates by reference portions of this chapter; however, certain provisions of this chapter that are not consistent with the Shoreline Management Act, Chapter 90.85 RCW, and supporting Washington Administrative Code chapters do not apply in shoreline jurisdiction.
2. These critical areas regulations apply in addition to zoning and other regulations adopted by the city. Notwithstanding AMC 19.12.040(E), in the event of any conflict between these regulations and any other regulations of the city, the regulations apply that provide greater protection to the critical areas’ functions and values, as determined by the Director.
3. When any provision of this chapter or any existing easement, covenant, or deed restriction conflicts with this chapter, that which provides more protection to the critical areas applies.
4. Compliance with the provisions of this chapter does not constitute compliance with other federal, state, or local regulations and permit requirements that may be required. The applicant is responsible for complying with other agency requirements, apart from the process established in this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Critical Areas Maps. The general locations of many critical areas in Anacortes are displayed on the city of Anacortes’ critical areas maps. The maps are used to alert the public of the potential location of critical areas in Anacortes. As new environmental information related to critical areas becomes available, the city is authorized to make changes as necessary to the critical areas maps. The city Geographic Information Systems office must maintain an interactive, publicly available online map containing the location of known and potential critical areas and must make PDF maps available to the public upon request.
B. Actual Site Conditions. Regardless of whether a critical area is shown on the critical areas map, the actual presence or absence of the features defined in this code as critical areas will govern. Prior to acting on any development permit the city may require an applicant to submit technical information to indicate whether critical areas actually exist on or adjacent to the applicant’s site based on the definitions of critical areas in this code. This will be administered as a critical area identification form (AMC 19.70.110) included with appropriate permit forms.
C. Classification and Rating. To promote consistent application of the standards and requirements of this chapter, critical areas within the city will be rated or classified using best available science according to their characteristics, function and value, and/or their sensitivity to disturbance.
1. Classification of critical areas will be determined by the city using the following tools:
a. Application of the criteria contained in these regulations;
b. Consideration of the critical area reports submitted by qualified professionals in connection with applications subject to these regulations; and
c. Review of maps and other resources adopted pursuant to this chapter.
2. Rating categories will not change due to illegal modifications. If the development proposal site contains or is within a critical area suspected of illegal modifications the rating will be based on premodification conditions of the critical area. Abatement of the unauthorized modification will be required prior to authorization of the current development proposal being processed for the subject site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Critical areas and their required buffers may not be altered except as allowed by this chapter.
B. Any action taken pursuant to this chapter must result in equivalent or greater functions and values of the critical areas associated with the proposed action, as determined by the best available science.
C. All actions and development must be designed and constructed in accordance with mitigation sequencing per AMC 19.70.125 to achieve no net loss of critical area functions and values.
D. Applicants must first demonstrate an actual inability to avoid or reduce impacts before restoration and compensation of impacts will be allowed.
E. No activity or use may be allowed that results in a net loss of the functions or value of critical areas.
F. Any individual critical area adjoined by another type of critical area must have the buffer and meet the requirements that provide the most protection to the critical areas involved.
G. Violations of this chapter are subject to AMC Title 20, Civil Enforcement and Penalties. Where a violation occurs within a suspected protected critical area or as depicted on city mapping, the property owner must provide an appropriate critical area report to determine impacts. The report may be subject to third party review at the property owner’s expense. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. As part of the review, the city will:
1. Verify the information submitted by the applicant;
2. Evaluate the project area and vicinity for critical areas;
3. Determine whether the proposed project is likely to impact the functions or values of critical areas; and
4. Determine if the proposed project adequately addresses the impacts and avoids impacts to the critical area associated with the project.
B. If the proposed project is within, adjacent to, or is likely to impact a critical area, the city will:
1. Require a critical area report from the applicant that has been prepared by a qualified professional, to be reviewed and evaluated;
2. Determine whether the development proposal conforms to the purposes and performance standards of this chapter, including the criteria in AMC 19.70.035, Critical areas review;
3. Assess the potential impacts to the critical area and determine if they can be avoided or minimized; and
4. Determine if any mitigation proposed by the applicant is sufficient to protect the functions and values of the critical area and public health, safety, and welfare concerns consistent with the goals, purposes, objectives, and requirements of this chapter.
C. The city may require third party review of any critical area report at the expense of the applicant. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. When Required. A proposal to modify any critical area and/or required buffer including, but not limited to, clearing, grading, draining, removal or alteration of vegetation, construction of structures, utilities and related infrastructure, must require a critical area permit unless it qualifies as an exemption, as provided in AMC 19.70.040. Except that, for within shoreline jurisdiction, administration of this chapter shall be through the Shoreline Master Program and appropriate shoreline permit administration process.
B. Best Management Practices. All activities, including those allowed without critical areas review, must be conducted using the best management practices appropriate for that activity that result in the least amount of impact to the critical areas. Best management practices must be used for tree and vegetation protection, construction management, erosion and sedimentation control, water quality protection, and regulation of chemical applications. The use of best management practices is required to ensure that the activity does not result in degradation to the critical area. Appropriate BMP sources include Ecology’s Construction Stormwater General Permit and NRCS Conservation Practices. Any incidental damage to, or alteration of, a critical area and/or buffer must be restored, rehabilitated, or replaced at the responsible party’s expense.
C. Modifications to Existing Nonconforming Structures and Uses. In these provisions the burden of proof is on the applicant to bring evidence in support of their position. Existing structures, activities, and uses that were established legally but do not meet the current critical area, buffer, or buffer setback requirements may continue in accordance with AMC 19.49, Nonconforming Uses and Structures, and may be modified as follows:
1. Routine maintenance and repairs;
2. Structural modifications or additions that do not intensify the nonconformity of the structure or increase the area of hardscape lying within the critical area or buffer. The Director may require an updated critical area report to confirm location of buffers and that the addition is located entirely outside the critical area or buffer;
3. Vertical additions above the ground floor that do not encroach further into the critical area or buffer beyond the existing exterior walls, except that critical areas review is required for additions in landslide hazard areas or buffers;
4. Restoration or replacement of a structure that is damaged by fire, natural disaster or other calamity when:
a. A complete application for reconstruction or replacement is submitted within one year of the damage; and
b. The restoration or replacement is made to conform to the current critical areas regulations, or if such regulations cannot be physically met without reducing the size of the building, the restoration or replacement may not intensify any nonconformity that existed prior to the damage;
c. Except that critical areas review is required for restoration and replacement in landslide hazard areas or buffers;
5. State Ferry Terminal. The existing developed footprint, except for infill between the toll booth area in the lowest parking lot, hillside walking paths, and a hillside side slope along the western side of the main terminal parking lot, and including all associated parking, at the Washington State Ferry terminal facility must not be increased. Redevelopment may occur within the existing footprint only, provided there is no net loss of ecological function and value in the adjacent buffer areas for Cannery Pond and Ship Harbor Interpretive Preserve wetlands.
D. Demolition. Demolition of structures located within critical areas or their buffers is permitted, excluding demolition of structures necessary to support or stabilize landslide hazard areas, and will be subject to approval of a stormwater pollution prevention plan consistent with the adopted stormwater management manual and clearing limits that will adequately protect the critical area. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. General Requirements for All Exempt Activities. Activities listed in this section are exempt from the rest of the provisions of this chapter only if they meet the specific terms of this section.
B. To be exempt from this chapter does not give permission to degrade a critical area or buffer or to ignore risk from natural hazards. All exempt activities must use reasonable methods to avoid potential impacts to critical areas and buffers. In every case, disturbance to the critical area must be minimized through best management practices and the use of low-impact equipment.
C. Any incidental damage to, or alteration of, a critical area or buffer that is not a necessary outcome of the exempted activity must be restored, rehabilitated, or replaced at the responsible party’s expense.
D. This chapter may not exempt an activity from the provisions of other city permits such as clearing and grading for vegetation removal and ground disturbing activities, or agency permit requirements such as Washington Department of Fish and Wildlife hydraulic permit, or Army Corps of Engineers regulatory requirements.
E. Burden of Proof. The burden of proof is on the applicant to bring forth evidence that the activity meets the precise description of the exemption.
F. Table 19.70.040(A) describes activities that must meet the precise description to be allowed without following a critical area process. Activities are divided into the categories of permitted in the critical area and permitted in the buffer, marked by a yes or no in the appropriate column.
Table 19.70.040(A) Exempt Activities
EXEMPT ACTIVITIES: (No review required, must strictly meet standards) | ||
|---|---|---|
Emergencies. Alterations in response to emergencies which threaten the public health, safety, and welfare or which pose an imminent risk of damage to private property, and that require remedial or preventative action in a time frame too short to allow for compliance with the requirements of this chapter, if the following requirements are met: | Yes | Yes |
a. Only the minimum intervention necessary to reduce the risk to public health, safety, or welfare and/or the imminent risk of damage to private property may be authorized by this exemption. b. The alteration undertaken must be reported to the Director no later than 30 days after the alteration has occurred. Once notified, the Director must confirm that an emergency existed and determine what, if any, additional applications and/or measures are required of the property owner to protect the critical area(s) consistent with the provisions of this chapter, and to repair any damage to a pre-existing resource. c. After the emergency, the person or agency undertaking the action must fully fund and conduct necessary site evaluations and critical area reports, mitigation plans, and restoration for any impacts to the critical area and buffers resulting from the emergency action. The person or agency undertaking the action must meet the review procedures contained herein. Mitigation activities must be initiated within one year of the date of the emergency or as directed by the Department. d. If the Director determines that the action taken, or any part of the action taken, was beyond the scope of an allowed emergency action, or any required mitigation, the Director may take action to enforce this chapter consistent with AMC Titles 19 and 20. | ||
Yard and garden activities. Maintenance or repair activities including, but not limited to, cutting, mowing, weeding, hand removal of noxious and invasive species, harvesting and replanting of garden crops, pruning and planting of noninvasive ornamental vegetation or indigenous native species to maintain the general condition and extent of such areas; provided, that such maintenance or repair activities are limited to legally existing landscaping improvements and do not further expand into critical areas or associated buffers, do not alter topography, do not destroy or clear native vegetation, do not remove non-hazard trees in the buffer or critical area, and do not diminish water quality or quantity. | No | Yes |
a. Native growth protection areas, mitigation sites, or other areas protected via permit conditions, conservation easements or similar restrictive covenants (as defined in AMC 19.70.135) are not covered by this exemption. b. If an activity has ceased for one year or more any future use of such land, building or structure must thereafter be in conformity with this chapter and the zone in which it is located. | ||
Site Investigation. Minimal site investigative work and studies necessary for preparing land use applications, including, but not limited to, surveys, soil logs and borings, percolation tests, water quality studies, scientific research, wildlife studies, and similar tests and investigations; provided, that such activities do not require clearing, fill, construction of new roads, or heavy equipment, and only minimal amounts of excavation and disturbed areas must be immediately restored. | Yes | Yes |
Outdoor Recreation Activities. Outdoor recreation activities that do not involve modifying the land or vegetation, and that will not adversely affect the functions and values of critical areas. | Yes | Yes |
EXEMPTIONS that require a letter of exemption be obtained from the Director prior to construction or initiation of activities. Subject to conditions by the Director to ensure compliance with this chapter. | ||
|---|---|---|
Utility Operation, Maintenance, Repair, or Replacement. Public water, electric, and natural gas distribution, public stormwater and sewer collection, cable communications, telephone, utility and related activities undertaken pursuant to city-approved best management practices, and best available science with regard to protection of threatened and endangered species, as follows: | Yes | Yes |
a. Normal and routine maintenance or repair of existing utility structures or rights-of-way; when the activity does not involve the expansion of facilities or improvements into a previously unimproved portion of critical areas or required buffers; b. Replacement, operation, repair, modification, installation or construction in an improved city road right-of-way or city-authorized private roadway of all electric facilities, lines, equipment or appurtenances, not including substations, with an associated voltage of 55,000 volts or less; to include relocation only when required by the city of Anacortes, which approves the new location of the facilities; c. Relocation of public sewer or stormwater local collection, public water local distribution, natural gas, cable communication or telephone facilities, lines, pipes, mains, equipment or appurtenances, only when required by the city of Anacortes, which approves the new location of the facilities; d. Replacement, operation, repair, modification, relocation, installation or construction of public sewer or stormwater local collection, public water local distribution, natural gas, cable communication, or telephone facilities, lines, pipes, mains, equipment or appurtenances when such facilities are located within an improved public right-of-way or city-authorized private roadway; e. Repair and maintenance of existing private connections to public utilities and private stormwater management facilities; f. Regular maintenance of stormwater facilities that are within a segment of a regulated stream, such as conveyance ditches/swales within the right-of-way or within public drainage easements. | ||
Transportation Infrastructure Operation, Maintenance, Repair, or Replacement. Maintenance, operation, repair, modification, or replacement of publicly improved roadways or city-authorized private roadways, including the road prism and associated stormwater management systems; as long as any such alteration does not involve expansion of roadways or related improvements into previously unimproved rights-of-way or portions of rights-of-way, and does not alter a critical area or required buffer, or watercourse, such as culverts or bridges, or result in the transport of sediment or increased stormwater. Retention and replanting of native vegetation must occur whenever possible along the right-of-way improvement and resulting disturbance. | Yes | Yes |
Recreation Areas Operation, Maintenance, Repair, or Replacement. Maintenance, operation, repair, modification, or replacement of existing trails, and existing facilities within publicly improved recreation areas, such as the Anacortes Community Forest Lands and public parks, may be performed subject to the following: | Yes | Yes |
a. The activity does not involve the expansion of facilities and disturbance to adjacent areas is minimized and disturbed areas must be immediately restored; b. Work is conducted using best management practices; c. Flow and circulation patterns and biological characteristics are not impaired and adverse impacts are minimized; d. Where trail relocation is the least impactful method of repair, trail relocation further away from the critical area is not to be considered a new trail but is included in the exemption for operation, maintenance, repair, or replacement. | ||
Vegetation Management, including: | Yes | Yes |
1. Removal of noxious weeds or invasive vegetation, as identified by the Washington State or Skagit County Noxious Weed Control Board, in a wetland buffer, stream buffer, other fish and wildlife habitat conservation areas and buffers, is allowed when: | ||
a. Undertaken with hand labor, including handheld mechanical tools, and integrated pest management; b. Plants that appear on the Washington State or Skagit County Noxious Weed Control Board lists must be handled and disposed of in accordance with the best management practices appropriate to that species and approved by the city when permit review is applicable; c. Areas cleared by removal of noxious and/or invasive plant species must be revegetated with site-appropriate native species at natural densities and the site must be stabilized against erosion in accordance with the stormwater manual adopted by the city; d. All work performed is above the ordinary high water mark and above the top of a stream bank; and e. The following limits may not be exceeded: Within city-owned property, no more than 3,000 square feet of soil may be exposed at any one time; and within private property, not more than 500 square feet of area may be cleared, as calculated cumulatively, over one year, without a permit and critical area report prepared by a qualified professional. | ||
2. Vegetation management consistent with a previously approved critical area mitigation, restoration, remediation, or enhancement plan that requires ongoing maintenance and vegetation management beyond final inspection and the required monitoring period for the permitted project. 3. Hazard Trees. | ||
a. The felling of hazard trees may be permitted when necessary to: | ||
i. Control fire; or ii. Halt the spread of disease or damaging insects consistent with Chapter 76.09 RCW; iii. Avoid a threat to existing structures, above-ground utility lines or other facilities; or iv. Remove an actual threat to life or property from slope instability that would be caused by toppling. | ||
b. Unless there is an emergency pursuant to emergency exemptions above, the landowner must first obtain prior written approval from the Department. A tree risk assessment prepared by an ISA certified arborist must be submitted by the applicant to the Department that includes the following information: | ||
i. Identification of the tree(s) proposed to be removed; ii. A conclusion that the condition constitutes an actual threat to life or property; iii. An assessment of whether a portion of the tree suitable for a snag for wildlife habitat may be safely retained; iv. If a tree to be removed provides priority habitat, such as an eagle perch or occupied nest, a description of timing and methods of removal that will minimize and mitigate impacts; v. If a tree to be removed is located within a landslide hazard area or buffer, an evaluation of potential impacts on slope stability must be completed by a qualified professional, including recommendations for replanting and other measures to avoid adverse impacts to slope stability. | ||
c. All work must be done using handheld implements only, unless the property owner requests and the Director approves otherwise in writing. d. Any removed tree or vegetation must be replaced in-kind, with similar or appropriate native species, within one year in accordance with an approved restoration plan including species, size, and maintenance plan. | ||
Clearing, grading, and the construction of fences and arbors are allowed within the required 10-foot stream setback for a piped stream segment if no other critical area or buffer is present. | No | Yes |
(Ord. 4058 § 2, 2023; Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. An applicant may seek an alteration of a critical area and/or critical area buffer through a permitted alteration when application of the standards in this chapter would result in the denial of all reasonable and economically viable use of the property and the proposed development meets the specific terms of this section.
B. General Requirements. The actions in the permitted alteration table, Table 19.70.045, must be considered permitted alterations, unless as otherwise specified under AMC 19.70.230, Specific wetland category development standards, and provided they are consistent with the general standards for mitigation sequencing and other applicable requirements established in this chapter.
C. Review Process.
1. A critical area permit must be required for all permitted alterations. Requests for such permits must be reviewed using the procedures outlined in AMC Chapter 19.20, Table 19.20.030-1, Review classification and process matrix. No permit must be issued unless it can be shown that the proposed development is fully consistent with the requirements of this chapter.
2. In addition to other project-related documents, all permitted alterations must require a critical area assessment report per AMC 19.70.115, Critical area report, to evaluate the permitted alteration. The report must include:
a. A description of the function and condition of the critical area and/or buffer that would be altered;
b. An analysis of the effect of the development proposal on the critical area and/or buffer;
c. A description of actions that can be taken to modify the development proposal to avoid or reduce the alteration of the critical area and/or buffer and a discussion of whether these modifications are practical and reasonable;
d. A mitigation plan as required by this chapter.
3. Burden of Proof. The burden of proof is on the applicant to bring forth evidence in support of the application and upon which any decision has to be made on the application.
4. Public Comment. Consistent with AMC 19.20.030, Types of review, the city must ensure the opportunity for public comment, including that from appropriate federal, state, and tribal natural resource agencies, to ensure the use of best available science before deciding on approval.
D. Decision Criteria. A permit for alterations of a critical area and/or buffer width requirements of this chapter may only be issued if the applicant demonstrates that all of the following criteria are met:
1. Special circumstances applicable to the subject property, including size, shape, or topography, and the strict application of this chapter is found to deprive the subject property of rights and privileges enjoyed by other properties in the vicinity; provided, however, that the fact that those surrounding properties have been developed under regulations in force prior to the adoption of this chapter may not be the sole basis for granting approval;
2. The issuance of a variance to zoning requirements (setback, height, coverage, etc.) by itself will not provide sufficient relief to avoid the need for a permitted alteration to the critical area and/or buffer and other requirements for the critical areas regulated by this chapter;
3. Mitigation sequencing per AMC 19.70.125(A), Mitigation Sequencing, has been applied;
4. The proposed alteration is supported by best available science; and
5. The proposed alteration allows for development of the subject parcel with the least impact on critical areas while providing a reasonable use of the property.
E. Conditions May Be Required. In granting any approval, conditions and safeguards may be prescribed as are necessary to secure adequate protection of critical areas from adverse impacts, protect adjacent property, and ensure conformity with this chapter.
F. Table 19.70.045 describes activities that must meet the precise description to be allowed following the prescribed critical area process. Activities are divided into the categories of permitted in the critical area and permitted in the buffer, marked by a yes or no in the appropriate column.
Table 19.70.045 Permitted Activities
Permitted Alterations: (Critical Area Permit Required – Type 2 Administrative Decision) | ||
|---|---|---|
Buffer Modifications, including: increased buffer width, buffer averaging, and buffer alterations as described specifically in this chapter. | No | Yes |
Public Services. To protect wetlands, streams, wildlife habitat and other sensitive critical areas while allowing services when the strict application of the standards in this chapter would otherwise unreasonably prohibit the provision of public services and amenities. | Yes | Yes |
1. “Public services” include, but are not limited to, water supply, sewer and stormwater management facility; electric power, telecommunication and natural gas lines; and public road and multimodal transportation corridors (e.g., the Tommy Thompson Trail and Guemes Channel Trail). 2. Public services may be allowed to alter critical areas and buffers when: | ||
a. Mitigation sequencing per AMC 19.70.125(A) has been applied; b. The application of the critical areas regulations would unreasonably restrict the ability to provide public services; c. There is no other practical alternative to the proposed development with less impact on the critical area; d. The proposed development does not create a health or safety hazard on or off the development site, and must not be detrimental to the properties or improvements in the vicinity; e. Where feasible, development is located on existing road grades, utility corridors, or previously disturbed areas; f. Designs for crossings, boardwalks, bridges, and culverts are consistent with Washington g. Construction of crossings will occur during work windows and time limits established by state and federal agencies with jurisdiction to decrease impacts to protected species; h. Any alterations permitted to the critical area and buffer are mitigated in accordance with AMC 19.70.125, Mitigation requirements, and relevant mitigation standards for the impacted critical areas(s) type; i. The proposal is consistent with the Anacortes comprehensive plan and other applicable regulations. | ||
3. Conditions Authorized. Conditions may be established as necessary to mitigate impacts to critical areas and to conform to the standards required in this chapter. 4. It will be a condition of any alteration granted a public agency and services exception that only the portion of the alteration that must be located in a critical area may be so located. | ||
Conservation, Restoration, and Fish Habitat Enhancement Projects. Conservation or restoration activities aimed at protecting or enhancing the soil, water, vegetation, or wildlife; including voluntary fish, wildlife, and wetland restoration or enhancement activities not required as project mitigation that have been approved by the U.S. Fish and Wildlife Service, the Washington State | Yes | Yes |
Chemical Applications. The application of herbicides, pesticides, organic or mineral-derived fertilizers, or other hazardous substances, if necessary for the control of nuisance weeds and algae; except that their use will be restricted in accordance with the Washington | Yes | Yes |
Recreational Areas/Facilities. Low impact activities which are consistent with the purpose and function of the critical area buffer (not to include the ACFL) and do not detract from its integrity may be permitted within the buffer depending on the sensitivity of the critical area. | No | Yes |
1. Limited public park or public recreational access including trails, viewing platforms, fishing access (no wider than six feet), and foot bridges; provided, that all of the following are satisfied: | ||
a. The area/facility is part of a public park that is dependent on its location for recreational function; and b. The area/facility is limited to the minimum necessary to accomplish the recreational function; and c. The removal of trees and native vegetation is minimized; and d. The balance of the development is consistent with other requirements of this chapter; and e. The project is identified in the Anacortes comprehensive plan or parks master plan. | ||
2. Private pedestrian walkways and public trails must meet the following standards: | ||
a. The trail is generally parallel to the perimeter of the critical area; b. The trail is located in the outer 25 percent of the buffer area and is designed to avoid removal of trees and native vegetation; c. The trail does not exceed six feet in width, and is limited to native soils or pervious surfaces. Raised boardwalks utilizing nontreated pilings may be acceptable; and d. The trail may be subject to closure during critical spawning, migration or breeding time periods of sensitive species that are present. | ||
3. Informational Signs. Construction and placement of informational signs or educational demonstration facilities no more than nine square feet surface area and four feet high, as long as there is no permanent infringement on hydrology or stream flow and nontreated wood is used. 4. Limited excavating and filling necessary for the repair and maintenance of piers, walkways, observation decks, wildlife management shelters, boathouses, and other similar water related structures, provided they are built on pilings to allow unobstructed flow of water and preserve the natural contour of the critical area. | ||
Single-Family Residences and Normal Appurtenances. New single-family dwellings on existing legal lots may intrude into critical areas or their buffers when all of the following conditions are met: | Yes | Yes |
1. It is demonstrated that it is not feasible to avoid the critical area or buffer through avoidance or buffer averaging, or reconfiguration of lots in the same ownership at the date of adoption of this chapter, and the development is the minimum necessary to achieve reasonable use of the lot as determined by the decision-maker; and 2. Alteration of critical areas and their buffers including all clearing, grading, structures, and appurtenances, has not and will not exceed cumulatively 2,800 square feet of disturbance; and 3. This action does not allow critical areas or their buffers to be converted to lawn or residential landscaping beyond a minimal area needed to maintain an approved structure; and 4. Mitigation sequencing provided in this chapter under AMC 19.70.125 is applied and the proposal includes on-site mitigation to the extent feasible and off-site mitigation to the extent necessary, as determined by the critical area report. 5. Normal appurtenances included in this provision include garages, decks, and walkways incidental to residential living and that do not constitute a special privilege. | ||
Anacortes Community Forest Lands. Given the unique qualities of the community forest, all properties designated as ACFL have been nominated as a regulated critical area. Any and all new uses and development of new facilities within the ACFL must meet the requirements of the conservation easements/deed restrictions of the land, Anacortes comprehensive plan, the ACFL comprehensive plan, this chapter, and AMC Chapter 8.10, Parks and the Anacortes Community Forest Lands. | Yes | Yes |
Critical Area Aquifer Recharge Areas. All regulated activities listed under AMC 19.70.515, Applicability and hazardous materials questionnaire. | Yes | Yes |
(Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. If the application of this chapter would result in denial of all reasonable and economically viable use of a property, and if such reasonable and economically viable use of the property cannot be obtained by consideration of a permitted alteration pursuant to AMC 19.70.045, then a landowner may seek a reasonable use exception from the standards of this chapter. Reasonable use exceptions are considered a critical area variance and are intended as a last resort and only when a variance can meet the requirements of this chapter.
B. General Requirements. “Reasonable use” is a legal concept articulated by federal and state courts in regulatory takings cases. Within the context of these cases and for the purposes of this title, “reasonable use” means uses allowed by the underlying zoning designation and subdivision of property is not allowed. When no possible alternative exists, a reasonable use exception must be considered a critical area variance, provided it is consistent with the general standards for variances under AMC 19.38.040 and other applicable requirements established in this chapter.
C. Procedures for Review.
1. A variance permit must be required for all reasonable use exceptions. Requests for such permits must be reviewed using the procedures applicable to Type 3 Hearing Examiner decisions outlined in AMC 19.20.030. A permit may not be issued unless it can be shown that the proposed development is fully consistent with the variance approval criteria enumerated in AMC 19.38.040 (variance criteria) as well as all of the requirements of this chapter.
2. In addition to other project related documents, all critical area variances must require a critical area report per AMC 19.70.115 to evaluate the proposed disturbance. The report must include:
a. A description of the function and condition of the critical area and/or buffer that would be altered;
b. An analysis of the effect of the development proposal on the critical area and/or buffer;
c. A description of actions that can be taken to modify the development proposal to avoid or reduce the alteration of the critical area and/or buffer and a discussion of whether these modifications are practical and reasonable;
d. A mitigation plan as required by this chapter.
3. Burden of Proof. The burden of proof is on the applicant to bring forth evidence in support of the application and upon which any decision has to be made on the application.
4. Public Comment. Consistent with AMC 19.20.030, the city must ensure the opportunity for public comment, including that from appropriate federal, state, and tribal natural resource agencies, to ensure the use of best available science before a decision is made.
D. Variance Criteria. A reasonable use exception may be granted only if the applicant demonstrates that all of the requested action is consistent with all of the variance approval criteria as set forth:
1. The application of this chapter would deny all reasonable economic use of the property and that there is no reasonable economically viable use with a lesser impact on the critical area than that proposed; and
2. Special conditions and circumstances exist that are peculiar to the land, the lot, or something inherent in the land, and that are not applicable to other lands subject to the provisions of this chapter; and
3. The inability of the applicant to derive reasonable use of the property is not the result of actions by the current or previous owner in subdividing the property or adjusting a boundary line, thereby creating the undevelopable condition, after the effective date of the ordinance codified in this chapter; and
4. Any proposed modification to a critical area will be evaluated through consideration of a critical area report and mitigation plan prepared by a qualified professional pursuant to the requirements of this chapter, and will be the minimum necessary to allow reasonable and economically viable use of the property. The critical area report and mitigation plan must be prepared utilizing best available science; and
5. Mitigation sequencing per AMC 19.70.125(A) has been applied, and the proposal mitigates impacts to the critical area on site to the maximum extent possible, while still allowing reasonable use of the lot; off-site mitigation may be utilized to the extent necessary to achieve no net loss ecological functions; and
6. The proposed development does not pose a threat to adjacent property or to the public health and safety; and
7. The applicant has demonstrated that the criteria in AMC 19.38.040, Criteria, are met; and
8. Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, structures, or buildings under similar circumstances; and
9. The granting of the variance is consistent with the general purpose and intent of the Anacortes Comprehensive Plan, and planning policies.
E. Conditions. Conditions of approval may be included as part of the decision, including modifications to the size and placement of structures and facilities to minimize impacts to critical areas and associated buffers and mitigation requirements that ensure that all impacts are mitigated to the maximum extent feasible utilizing best available science.
F. Variances – Geologically Hazardous Areas. A variance must not authorize development within a geologically hazardous area or required setback or buffer from a geologically hazardous area unless a qualified professional has determined the development will not pose a threat to public safety or property. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Prior to the city’s consideration of any proposed activity found not to be exempt under AMC 19.70.040, the applicant must submit to the Department a completed form identifying suspected critical areas on and within 300 feet of the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Report Required. When the Director determines a proposed development is within, abutting, or is likely to adversely affect a critical area or buffer pursuant to the provisions of this chapter, the Director must require a critical areas report that is prepared by a qualified professional. The assessment of critical areas and analysis of impacts must be commensurate with the value or sensitivity of a particular critical area and be relative to the scale and potential impacts of the proposed activity. This provision is not intended to expand or limit an applicant’s other obligations under WAC 197-11-100.
B. Third Party Review of Critical Area Reports. The Director may require, at the applicant’s expense, a third party review of a critical area report by a qualified professional under contract with or employed by the city in any of the following circumstances:
1. The project requires a critical area permit, or critical area variance; or
2. Third party review is specifically required by the provisions of this chapter for the critical area(s) or critical area buffer(s) potentially being impacted; or
3. When the Director determines that such services are necessary to demonstrate compliance with the standards and guidelines of this chapter or other appropriate regulations.
C. Critical Area Report Types or Sections. Critical area report requirements may be met in stages through multiple reports or combined in one report. A critical area report must include one or more of the following sections or report types unless exempted by the Director based on the extent of the potential critical area impacts. The scope and location of the proposed project will determine which report(s) alone or combined are sufficient to meet the critical area report requirements for potentially impacted critical area type(s). The typical sequence of required sections or reports that will fulfill the requirements of this section include:
1. Reconnaissance. The existence, general location, and type of critical areas on, adjacent to, or likely to be impacted by activities on a project site. Determination of whether the project will adversely impact or be at risk from the potential critical areas based on maximum potential buffers for the particular critical area type. Possible application of exemptions should also be addressed;
2. Delineation. The extent, boundaries, rating or classification, and applicable standard buffers of critical areas where the project area could potentially impact the critical area or its buffer including an assessment of the characteristics of or functions and values of the critical area and buffers identified;
3. Analysis. The proposal and impact assessment report documenting the potential project impacts to the critical area and buffers including a discussion of the efforts taken to avoid, minimize, and reduce potential impacts to those areas per AMC 19.70.125(A);
4. Mitigation. The measures that prevent or compensate for the potential impacts of the project designed to meet the requirements of this chapter, AMC 19.70.130, Mitigation plan requirements, and the standards for the specific critical areas impacted. Mitigation includes, but is not limited to, adjustments to required buffer sizes, best practices to minimize impacts, and critical area or buffer enhancement, restoration, or preservation plans. Mitigation plans include, but are not limited to, habitat management plans, revegetation or replanting plans, and restoration plans;
5. Maintenance and Monitoring. The goals of the mitigation proposed, performance standards for success, monitoring methods and reporting schedule, and contingency actions. Maintenance and monitoring plans must be consistent with the mitigation performance standards and requirements of this chapter, including the specific mitigation plan requirements outlined in each critical area type section.
D. Minimum Report Requirements. At a minimum, critical area reports must contain the following information:
1. The names and qualifications of the persons preparing the report and documentation of any fieldwork performed on the site;
2. A description of the proposal, proposal location including address and parcel number(s), and a vicinity map for the project;
3. Identification and characterization of all critical areas, water bodies, shorelines, and buffers on or within 300 feet of the proposed project area. The Director may require critical area and buffer dimensions be accurately surveyed, depending on the scope of the project;
4. Documentation of any fieldwork performed on the site, including field data sheets, for delineations, rating system forms, baseline hydrologic data, site photos, etc.;
5. A statement specifying the accuracy of the report and all assumptions made and relied upon;
6. A description of methodologies used to conduct the critical areas investigation, including references;
7. A scaled drawing of critical areas and buffers identified in the report including buffers for off-site critical areas that extend onto the project site.
E. Existing Reports. Critical areas assessment reports must generally be valid for a period of five years. Unless otherwise provided, a critical area report may incorporate, be supplemented by, or composed of any reports or studies required by other laws and regulations or previously prepared for and applicable to the development proposal site, as approved by the Director. At the discretion of the Director, reports previously compiled or submitted as part of a proposal for a development may be used as a critical area report to the extent that the requirements of this section and the requirements for each specific critical area type are met. Supplemental critical area report(s) may be required to provide information or analysis to address changes to the project scope, potential impacts to or changes to applicable regulations that have been made subsequent to existing, valid critical area reports, or other circumstances.
F. Modifications to Report Requirements. The applicant may consult with the Director, prior to or during preparation of the critical area report, to obtain approval of modifications to the required contents of the report where, in the judgement of a qualified professional, more or less information is required to adequately address the potential critical area impacts and required mitigation.
1. In some cases, such as when it is determined that no specific critical area is present, a full report may not be necessary to determine compliance with the critical area regulations, and in those cases a letter or reconnaissance-only report may be required.
2. Limitations to Study Area. The Director may limit the required geographic area of the critical area report as appropriate if:
a. The applicant, with assistance from the city of Anacortes, cannot obtain permission to access properties adjacent to the project area; or
b. The proposed activity will affect only a limited part of the project site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. A complete application for a permitted alteration permit or reasonable use exception/variance permit must include the following information and materials on a form provided by the Director. For the purposes of this section, a complete application includes:
1. The name and contact information of the applicant;
2. Adequate information to determine compliance with the requirements of the critical area regulations, including a critical area report, impact and hazard assessment, and mitigation requirements specific to each critical area type, as indicated in the corresponding sections of this chapter;
3. Identification of the development permit(s) requested and all other local, state, and/or federal critical area-related permits required for the project;
4. Site plan, a scaled drawing of the development proposal including:
a. Property and project site boundaries;
b. An accurate depiction of all critical areas, including off-site critical areas and buffers that extend onto the project site; a desk survey is acceptable when access to the adjacent property has been denied;
c. The development proposal, including grading and clearing limits and areas of proposed impacts to critical areas and/or buffers (include square footage estimates);
d. A scaled depiction and description of the proposed stormwater pollution prevention plan consistent with the adopted stormwater manual, for the development and consideration of impacts to critical areas due to drainage alterations;
e. An assessment of probable impacts to the critical areas resulting from the proposed development of the site based upon identified findings;
f. A description of reasonable efforts made to apply mitigation sequencing pursuant to AMC 19.70.125, Mitigation requirements, to avoid, minimize, and mitigate impacts to critical areas; and
g. Plans for mitigation required to offset any critical areas impacts, in accordance with AMC 19.70.130, Mitigation plan requirements, and the corresponding mitigation performance standards sections of this chapter, including a discussion of the applicable development standards and cost estimates for determination of financial guarantee requirements.
B. Additional Requirements. The Director may require additional information to be included in the critical areas permit submittal when determined to be necessary to the review of the proposed activity in accordance with this chapter. Additional information that may be required includes, but is not limited to:
1. Historical data, including original and subsequent mapping, historical aerial photographs, data compilations and summaries, and available reports and records relating to the site or past operations at the site;
2. Grading and stormwater management plans; and
3. Information specific to the type, location, and nature of the critical area. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Mitigation must be sufficient to restore impacted functions and values, or compensate for the impacted functions and values, of the critical area and to prevent risk from a hazard posed to a critical area by the proposed activity. Mitigation must not be implemented until after the decision-maker has provided approval of a critical area report that includes a mitigation plan.
A. Mitigation Sequencing. This section applies to mitigation required with all critical areas reviews, approvals, and enforcement pursuant to this chapter. This section is supplemented with specific measures under sections for particular critical area types. Mitigation for specific development proposals may include a combination of the measures below and must be designed and constructed in accordance with the provisions of this section. Before impacting any critical areas, an applicant must demonstrate that the following actions have been taken in the following sequential order:
1. Avoiding the impact altogether by not taking a certain action or parts of actions;
2. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology, or by taking affirmative steps, such as project redesign, relocation, or timing, to avoid or reduce impacts;
3. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment or by restoring or stabilizing the critical area through natural, engineering, or other methods;
4. Reducing or eliminating the impacts or hazard over time by preservation and maintenance operations during the life of the action;
5. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and/or
6. Monitoring, measuring and reporting the impact to the decision-maker and taking appropriate corrective measures.
B. Applicants must first demonstrate an inability to avoid or reduce impacts before the use of actions to mitigate potential impacts will be allowed. No activity or use may be allowed that results in a net loss of the functions or values of a critical area.
C. Type, Location and Timing of Mitigation. Unless it is demonstrated that higher levels of ecological functioning or greater reduction of hazard risk would result from an alternative approach or as otherwise allowed in this chapter, mitigation for adverse impacts must be based on best available science and must be in-kind, on site, and prior to the activities that will disturb the critical area. Mitigation measures that cannot be implemented prior to the critical area impacts must be completed immediately following disturbance and prior to use or occupancy of the action or development. Construction of mitigation projects must be timed to reduce impacts to existing fisheries, wildlife, and flora.
1. The decision-maker may authorize a one-time temporary delay in completing construction or installation of the mitigation when the applicant provides a written explanation from a qualified professional as to the rationale for the delay and satisfactory financial guarantee that the installation will occur. An appropriate rationale would include identification of the environmental conditions that could produce a high probability of failure or significant construction difficulties (e.g., project delay lapses past a fisheries window, or installing plants should be delayed until the dormant season to ensure greater survival of installed materials). The delay must not create or perpetuate hazardous conditions or environmental damage or degradation, and the delay must not be injurious to the health, safety, or general welfare of the public.
2. Alternative Mitigation Approaches. If the applicant can demonstrate that off-site concurrent or advance mitigation would provide a higher level of ecological function or a greater reduction of hazard risk, off-site mitigation that occurs on Fidalgo Island will be considered by the decision-maker. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
When mitigation is required, the applicant must submit for approval by the city a mitigation plan as part of the critical area report. The mitigation plan must include:
A. Environmental Goals and Objectives. The mitigation plan must identify environmental goals and objectives of the mitigation proposed and including:
1. A description of the anticipated impacts to the critical areas, the mitigating actions proposed, and the purposes of the compensation measures, including the site selection criteria; identification of compensation goals; identification of resource functions; and dates for beginning and completion of site compensation construction activities. The goals and objectives must be related to the functions and values of the impacted critical area; and
2. A review of the best available science supporting the proposed mitigation and a description of the report author’s experience to date in restoring or creating the type of critical area proposed.
B. Performance Standards. The mitigation plan must include measurable specific criteria for evaluating whether or not the goals and objectives of the mitigation project have been successfully attained at the end of the required monitoring period and whether or not the requirements of this chapter have been met.
C. Detailed Construction Plans. In order to convey proposed construction techniques and anticipated final outcome, the mitigation plan must include written specifications, descriptions, and drawings of the mitigation proposed, including:
1. The proposed construction sequence, timing, and duration;
2. Best management practices including erosion and sediment control features to be implemented;
3. Site plans showing grading and excavation details, slope gradient, and final grade elevations with minimum two-foot contour intervals;
4. Cross-sectional drawings;
5. A planting plan specifying plant species, quantities, locations, size, spacing, and density; and
6. Measures to protect and maintain plants until established.
D. Monitoring Program and Contingency Plan. A monitoring and contingency plan is required for all projects requiring mitigation.
1. The mitigation plan must include a monitoring program to be implemented by the applicant to determine the success of the mitigation project and any necessary corrective actions. This program must determine if the original goals and objectives of the mitigation plan are being met.
2. A contingency plan must be established for indemnity in the event that the mitigation project is inadequate or fails. Contingency plans include identification of potential courses of action, and any corrective measures to be taken if monitoring or evaluation indicates project performance standards are not being met. Corrective measures must be taken when the qualified professional indicates, in a monitoring report, that the contingency actions are needed to ensure project success by the end of the monitoring period. A performance and maintenance bond, or other acceptable financial guarantee, is required to ensure the applicant’s compliance with the terms of the mitigation agreement consistent with AMC 19.70.150, Financial guarantee requirements.
3. Monitoring programs prepared to comply with this section must include the following requirements:
a. Best available scientific procedures must be used to establish the success or failure of the project. A protocol outlining the schedule for site monitoring (for example, monitoring must occur in years zero (as-built), one, three, and five after site construction), and how the monitoring data will be evaluated to determine if the performance standards are being met.
b. For vegetation determinations, permanent sampling points must be established.
c. The monitoring program must include measurable specific criteria, or performance standards, for evaluating whether or not the goals and objectives of the mitigation plan have been successfully attained.
d. A monitoring report must be submitted as needed to document milestones, successes, problems, and contingency actions of the mitigation project. Monitoring reports on the current status of the mitigation project must be submitted, consistent with subsection (D)(3)(e) of this section, to the city on the schedule identified in the monitoring plan, but not less than every other year. The reports are to be prepared by a qualified professional and reviewed by the city, or a qualified professional retained by the city, and should include monitoring information on wildlife, vegetation, water quality, water flow, stormwater storage and conveyance, and existing or potential degradation, as applicable.
e. Monitoring programs must be established for a period necessary to establish that performance standards have been met, but not for less than a minimum of five years without approval from the decision-maker. A longer monitoring period may be required depending on the mitigation goals.
f. If necessary, failures in the mitigation project must be corrected.
g. Dead or undesirable vegetation must be replaced with appropriate plantings.
h. Damage caused by erosion, settling, or other geomorphological processes must be repaired.
i. The mitigation project must be redesigned (if necessary) and the new design must be implemented and monitored, as in subsection (D)(3)(d) of this section.
j. Correction procedures must be approved by the decision-maker; the decision-maker may request review by a qualified professional.
k. If the mitigation goals are not obtained within the initial monitoring period, the applicant remains responsible for restoration of the impacted values and functions or hazard risk reduction until the mitigation goals agreed to in the mitigation plan are achieved.
E. Monitoring Reports. Monitoring reports must be submitted to the city consistent with the approved monitoring plan.
1. The as-built report, required prior to final inspection, must, at a minimum, include documentation of the following:
a. Departures from the original approved plans;
b. Construction supervision provided by the qualified professional;
c. Approved project goals and performance standards;
d. Baseline data for monitoring per the approved monitoring methods;
e. Photos from established photo points; and
f. A site plan showing final mitigation as constructed or installed, monitoring points, and photo points.
2. Subsequent monitoring reports must, at a minimum, include:
a. Monitoring visit observations, documentation, and analysis of monitoring data collected;
b. Photos from established photo points;
c. Determination whether performance standards are being met; and
d. Maintenance and/or contingency action recommendations to ensure success of the project at the end of the monitoring period.
3. The applicant is responsible for reimbursement of the cost of review of monitoring reports and site inspections during the monitoring period which are completed by the city or a qualified professional under contract with or employed by the city.
F. Cost Estimates. The mitigation plan must include cost estimates that will be used by the city to calculate the amounts of financial guarantees, if necessary, to ensure that the mitigation plan is fully implemented. Financial guarantees ensuring fulfillment of the compensation project, monitoring program, and any contingency measures must be posted in accordance with AMC 19.70.150, Financial guarantee requirements.
G. Approved Mitigation Projects – Signature. On completion of construction, an as-built report for any approved mitigation project must be prepared and signed off by the applicant’s qualified professional and approved by the city. Signature of the qualified professional on the required as-built report and approval by the Director indicates that the construction has been completed as planned. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Generally. A critical area notice on title is required, as a condition of permit issuance or project approval, when a permit or development application is submitted for development on any property containing a critical area or buffer. The purpose is to inform subsequent purchasers of real property of the existence of critical areas.
1. The title notice requirement can be met through recording of a title notice on forms prepared by the city, establishment of a critical area tract, or recording of a native growth protection area easement, consistent with subsections (B) through (D) of this section, as applicable.
2. The following must be noted on all critical area title notice documents:
a. Identification of ownership and long-term maintenance responsibility of critical areas, buffers, and permanent field markings (e.g., fencing, signage);
b. Restrictions on development, vegetation removal, and application of hazardous substances (pesticides, herbicides, fertilizers) within the critical areas and buffers;
c. The right of the city to enforce the terms of the restrictions.
B. Title Notice. The title notice applicable to the property must be approved by the decision-maker and City Attorney for compliance with this provision and be filed by the property owner, at their expense, with the Skagit County Auditor’s Office. The title holder will have the right to challenge this notice and to have it extinguished if the critical area designation no longer applies. However, the title holder is responsible for completing a critical area report, subject to approval by the decision-maker, before the notice on title can be extinguished. The title notice runs with the land.
C. Critical Area Tract. Subdivisions, short subdivisions, and binding site plans must establish a separate critical area tract as a permanent protective measure for wetlands, fish and wildlife habitat conservation areas, and geological hazard areas and their buffers. The plat or binding site plan for the project must note the long-term ownership/maintenance responsibility as well as clearly depict the critical area tract, including all of the subject critical area, any required buffer, and any additional lands included voluntarily as part of the project. Should the critical area tract include several types of critical areas, separate critical area tracts must be identified.
D. Native Growth Protection Easements (NGPE). NGPE easements are required on a property where no subdivision, short subdivision, or binding site plan is proposed or required. Unless otherwise required in this chapter, NGPE easements must be recorded on title for all affected parcels prior to approval of a development application or building permit, when two or more dwelling units and/or nonresidential developments are proposed on one parcel, to delineate and protect critical areas and their buffers. The easement to be recorded must clearly depict the critical area(s), required buffer(s) and the limits of the NGPE easement. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Temporary Field Marking During Construction. The outer perimeter of the critical area buffer and the clearing limits identified by an approved permit or authorization must be marked in the field with temporary “clearing limits” fencing in such a way as to ensure that no unauthorized intrusion will occur. The marking is subject to inspection by the Director prior to the commencement of permitted activities. This temporary marking and fencing must be maintained throughout construction and may not be removed until permanent fencing and/or signs, if required, are in place.
B. Permanent Field Marking. The decision-maker may require installation of permanent signs, markers, and fencing along the outer perimeter of a critical area or its buffer when it is determined necessary to protect the critical area’s functions and values. Permanent markings must be installed prior to final project approval or occupancy, as determined by the decision-maker.
1. Signs. All critical areas, tracts, easements, and dedications should be clearly marked on the site using permanent markings, as follows:
a. Signs must be placed at least every 50 feet, with a minimum of one per lot, which include the following text, or similar, as approved by the decision-maker:
City of Anacortes Designated Critical Area. Activities, including clearing and grading, removal of vegetation, pruning, cutting of trees or shrubs, planting of nonnative species, and other alterations may be prohibited. Help protect and care for this area. Please contact the city of Anacortes with questions or concerns.
b. Signs must be made of an enamel-coated metal face and attached to a metal post or another nontreated material of equal durability.
2. Fencing. Permanent fencing should be designed so as not to interfere with species migration or wildlife movement, unless exclusion fencing is more pertinent, and constructed in a manner that minimizes impacts to the critical areas and buffers. Proposed fencing type and materials will be determined on a case-by-case basis and must be approved by the decision-maker prior to installation.
C. Maintenance and Replacement. It is the responsibility of the landowner, successors, or as otherwise assigned to maintain in perpetuity and replace, if necessary, all permanent fencing and field markings. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. The Director may require project building and construction plans be reviewed by a qualified professional for confirmation of consistency with the critical area report and recommendations prior to approval of construction plans.
B. The Director may require monitoring by a qualified professional during site alteration activities within, or adjacent to, critical areas or buffers, and/or a final inspection report by the qualified professional stating that construction has or has not implemented the design recommendations provided in the project critical area report, and evaluation of any deviation from the recommendations.
C. When the Director determines that such services are necessary to demonstrate compliance with the standards and guidelines of this chapter, they will be at the applicant’s expense. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
When determined necessary by the Director, bonds and other financial guarantees, and associated performance agreements or maintenance/defect/monitoring agreements are required for projects with required mitigation or restoration of impacts to critical areas or critical area buffers consistent with the following:
A. A performance agreement and bond, or other acceptable financial guarantees, are required from the applicant when mitigation required pursuant to a development proposal is not completed prior to final permit approval, such as final plat approval or final building inspection. The amount of the performance bond(s) must equal 125 percent of the cost of the mitigation project.
B. A performance agreement and bond, or other acceptable financial guarantees, are required from the applicant when restoration is required for remediation of a critical area violation. The amount of the performance bond(s) must equal 125 percent of the cost of the mitigation project.
C. A maintenance/defect/monitoring agreement and bond, or other acceptable financial guarantees, are required to ensure the applicant’s compliance with the conditions of the approved mitigation plan pursuant to a development proposal or restoration plan for remediation of a violation. The amount of the maintenance bond(s) must equal 125 percent of the cost of the mitigation project in addition to the cost for monitoring for a minimum of five years. The monitoring portion of the financial guarantee may be reduced in proportion to work successfully completed over the period of the bond. The bonding period must coincide with the monitoring period. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. When a critical area or its buffer has been altered in violation of this chapter, all work must stop and the critical area and buffer must be restored. The Director may issue a stop work order to cease all work, and order restoration measures at the owner’s or other responsible party’s expense to remediate the impacts of the violation of the provisions of this chapter. The city may take formal enforcement action under AMC Title 20, Civil Enforcement and Penalties, to ensure the violation is abated.
B. Requirement for Restoration Plan.
1. All work must remain stopped until a restoration plan is provided by the responsible party and approved by the city. Such a plan must be prepared by a qualified professional using the best available science and must describe how the actions proposed meet the minimum requirements described in subsection (C) of this section.
2. The Director may, at the responsible party’s expense, seek expert advice, including but not limited to third party review by a qualified professional under contract with or employed by the city, in determining if the plan meets the minimum performance standards for restoration.
3. Submittal, review, and approval of required restoration plans for remediation of violations of this chapter must be completed through a site development permit application process, either after the fact for regulated activities, or as a restoration permit for activities not allowed under these provisions.
C. Minimum Performance Standards for Restoration.
1. For alterations to critical aquifer recharge areas, wetlands, and fish and wildlife habitat conservation areas, the following minimum performance standards must be met for the restoration:
a. The pre-violation function and values of the affected critical areas and buffers must be restored, including but not limited to hydrologic, water quality and habitat functions;
b. The previolation soil types and configuration must be replicated;
c. The critical area and buffers must be replanted with a native vegetation community that reproduces the structure, species content and condition of the previolation vegetation community. Based on the historical or previolation vegetation community, native plant species must be replaced at minimum of a five-to-one ratio or installed at a density of five-feet-on-center unless approved by the decision-maker. The previolation functions and values should be replicated at the location of the alteration; and
d. Information demonstrating compliance with the requirements in AMC 19.70.130, Mitigation plan requirements, and the applicable mitigation sections for the affected type(s) of critical area(s) and their buffer(s) must be submitted to the decision-maker with a complete site development permit application.
e. These standards may be modified by the decision-maker when it can be demonstrated that greater functional and habitat values can be obtained.
2. For alterations to special flood hazard and geologically hazardous areas, the following minimum performance standards must be met for the restoration of a critical area:
a. The hazard must be reduced to a level equal to, or less than, the previolation hazard;
b. Any risk of personal injury resulting from the alteration must be eliminated or minimized; and
c. The hazard area and buffers must be replanted with native vegetation sufficient to minimize the hazard.
d. These standards may be modified by the decision-maker if the violator can demonstrate that greater safety can be obtained.
D. Site Investigation. The Director is authorized to take such actions as are necessary to enforce this chapter. The Director (or Director’s authorized representative) must present proper credentials and obtain permission before entering onto private property.
E. Penalties. Any responsible party violating the provisions of this chapter may be subject to applicable penalties per AMC Title 20, Civil Enforcement and Penalties, plus the following:
1. A square footage cost of $3.00 per square foot of impacted critical area buffer; and a square footage cost of $15.00 per square foot of impacted critical area; and
2. A per-tree penalty in the amount of $3,000 per nonsignificant tree and $9,000 per significant tree, for trees removed, or otherwise damaged, within a critical area or buffer in violation of the provisions of this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Completion of the Critical Area Review. The city’s determination regarding critical areas pursuant to this chapter is final concurrent with the final decision to approve, condition, or deny the underlying permit for the development proposal or other activity involved.
B. Appeals. Any decision to approve, condition, or deny a development activity proposal or other activity based on the requirements of this chapter may be appealed according to, and as part of, the appeal procedure for the underlying permit or approval involved. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
It is the purpose of this chapter to protect the functions and values of wetlands, which serve many important ecological and environmental functions and help to protect public health, safety, and welfare by providing flood storage and conveyance, and erosion control, while also providing fish and wildlife habitat, recreation, water quality protection, water storage, education, scientific research opportunities and other public benefits. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Designation. All areas meeting the definition of a wetland and the wetland identification criteria pursuant to this chapter, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter.
B. Rating. Wetlands must be rated by a qualified professional according to the Washington State Department of Ecology Wetland Rating System for Western Washington – 2014 Update (Ecology Publication No. 14-06-029, October 2014), or as revised. Wetland rating categories will be applied as the wetland exists on the date of adoption of the rating system by the city, as the wetland naturally changes in accordance with permitted activities.
1. Category I. Category I wetlands are those that represent unique or rare wetland types, are more sensitive to disturbance than most wetlands, are relatively undisturbed and contain ecological attributes that are impossible to replace within a human lifetime, or provide a high level of functions. The following types of wetlands are Category I:
a. Relatively undisturbed estuarine wetlands larger than one acre;
b. Wetlands of high conservation value identified by scientists of the Washington Natural Heritage Program/Department of Natural Resources (DNR);
c. Bogs;
d. Mature forested wetlands larger than one acre;
e. Wetlands in coastal lagoons; and
f. Wetlands that perform many functions well and have a total score of 23 points or more in the wetland rating.
2. Category II. Category II wetlands are those wetlands that are difficult, though not impossible, to replace, and provide high levels of some functions. The following types of wetlands are Category II:
a. Estuarine wetlands smaller than one acre or disturbed estuarine wetlands larger than one acre;
b. Wetlands with a moderately high level of functions and a total score of 20 to 22 points in the wetland rating;
c. Wetlands in coastal lagoons that are relatively undisturbed and equal to or smaller than one-tenth acre (4,350 square feet).
3. Category III. Category III wetlands are those with a moderate level of functions, generally have been disturbed in some ways, can often be adequately replaced with a well-planned mitigation project, and are often less diverse or more isolated from other natural resources in the landscape than Category II wetlands. The following types of wetlands are Category III:
a. Wetlands with a moderate level of functions with a total score of 16 to 19 points in the wetland rating.
4. Category IV. Category IV wetlands have the lowest levels of functions and are often heavily disturbed, with a total score of 15 points or less in the wetland rating. The functions provided by Category IV wetlands are generally easier to replace, and in some cases can be improved. However, experience has shown that replacement of functions cannot be guaranteed in any specific case. These wetlands may provide some important functions that need to be protected.
C. Illegal Modifications. When a violation occurs wetland rating categories do not change due to illegal modifications or alterations. A wetland’s category must be based on the pre-violation condition of the wetland. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Mapping. The approximate location and extent of potential wetlands are shown in the wetland data layer maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and inventories, that depict areas of hydric soils and potential wetland areas, are hereby adopted by reference as amended:
1. Soils maps produced by the U.S. Department of Agriculture, National Resources Conservation Service; and
2. The National Wetlands Inventory, produced by the U.S. Fish and Wildlife Service.
B. Reference Only. The maps and resources cited above are to be used as a guide for the Department, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation.
C. Identification and Delineation. Identification of wetlands and delineation of their boundaries pursuant to this chapter must be done in accordance with the adopted federal wetland delineation manual and applicable regional supplements per WAC 173-22-035. The exact location of a wetland’s boundary must be determined through the performance of a field investigation by a qualified professional. Evidence documenting the results of the boundary survey, including evidence of a lack of wetland indicators if no wetlands are identified, must be submitted to the city. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. All development activities and uses are prohibited in wetlands and wetland buffers, unless administered through the permit procedures above, and the performance standards described herein, and only when it is demonstrated that the activity will not result in a loss of the functions and values of the wetland through the application of mitigation sequencing in AMC 19.70.125, Mitigation requirements.
B. Exemptions. Exemptions to this chapter are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Subdivisions. The subdivision and/or short subdivision of land in wetlands and associated buffers are subject to the following:
1. Land that is located wholly within a wetland and/or its buffer may not be subdivided; and
2. Land that is located partially within a wetland and/or its buffer may be subdivided; provided, each lot will meet all zoning standards in AMC Chapter 19.42 without encroaching into the wetland or buffer. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Category I Wetlands. Development activities and uses that result in alteration of Category I wetlands and their associated buffers are prohibited, unless the denial will prevent all reasonable economic use of the property. The development may be permitted through a critical area variance if it is determined to be the minimum impact possible and a reasonable use as prescribed in AMC 19.70.050, Reasonable use exception and critical area variance.
B. Category II, III and IV Wetlands. Development activities that result in alteration of Category II, III or IV wetlands may be permitted upon demonstration, through a critical area report meeting the requirements of this chapter, that:
1. Mitigation sequencing has been applied per AMC 19.70.125(A);
2. The proposed alteration will not degrade the quantitative and qualitative functioning of the wetland, or that any degradation can be adequately mitigated to protect or compensate for the wetland functions that are lost;
3. Small, Hydrologically Isolated Category IV Wetlands (Less than 1,000 Square Feet). The decision-maker may allow small, hydrologically isolated Category IV wetlands to be exempt from the requirement to avoid impacts (AMC 19.70.125(A)(1)), and allow alteration of such wetlands if all of the following conditions are met:
a. The remaining mitigation sequencing actions of AMC 19.70.125(A)(2) through 19.70.125(A)(6) are followed;
b. The wetland is less than 1,000 square feet in area;
c. The wetland does not have unique characteristics that would be difficult to replace through standard compensatory mitigation practices;
d. The wetland is a low-quality Category IV wetland with a habitat score of less than five points in the adopted rating system;
e. The wetland does not provide significant suitable breeding habitat for native amphibian species. Suitable breeding habitat may be indicated by adequate stable and seasonal inundation that is persistent from February to at least through April and presence of thin-stemmed emergent vegetation and/or clean water;
f. The wetland does not contain habitat identified as essential for local populations of priority species identified by the Washington Department of Fish and Wildlife or species of local importance which are regulated as fish and wildlife habitat conservation areas in Part 3 FWHCA;
g. The wetland is not associated with shorelines of the state or their associated buffers;
h. The wetland is not associated with riparian areas or buffers;
i. The wetland is not part of a wetland mosaic; and
j. A mitigation plan to replace lost wetland functions and values is developed, approved, and implemented consistent with AMC 19.70.130, Mitigation plan requirements.
k. In order to verify that the wetland meets these exemption conditions, a critical area report for wetlands meeting the requirements in this chapter must be submitted;
4. Small, Hydrologically Isolated Category IV Wetlands (Less than 1,000 Square Feet). Wetlands less than 1,000 square feet that meet the criteria in subsection (B)(3) of this section and that do not contain federally listed species or their critical habitat are exempt from the buffer provisions contained in this chapter. In order to verify that the wetland meets this exemption, a critical area report for wetlands meeting the requirements in this chapter must be submitted. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Buffer Requirements. Wetland buffers must be established to protect the integrity, functions and values of the wetland. The standard buffer widths in Tables 19.70.235(B), 19.70.235(C) and 19.70.235(D) have been established in accordance with the best available science. The buffer widths must be determined based on the category of wetland, surrounding land use intensity, and the habitat score as assigned by a qualified wetland professional using the most up-to-date version of the Washington State Wetland Rating System for Western Washington.
1. Measurement of Wetland Buffers. All buffers must be measured horizontally from the edge of the wetland boundary as surveyed in the field. The width of the wetland buffer must be determined according to Tables 19.70.235(B), 19.70.235(C) and 19.70.235(D).
2. Buffer Standards. The buffer standards required by this chapter presume the existence of a dense vegetation community in the buffer adequate to protect the wetland functions and values. When a buffer lacks adequate vegetation, the decision-maker may increase the standard buffer, require buffer planting or other enhancements, and/or deny a proposal for buffer reduction or buffer averaging.
B. For the purposes of buffer determination below, land use intensity rating is as follows:
Table 19.70.235(A)
High Land Use Intensity | Land use that includes the following uses or activities: commercial, industrial, institutional, retail sales, nonresidential use in zones where the primary intent is residential, residential, high-intensity recreation (such as golf courses, ball fields), and hobby farms. |
Moderate Land Use Intensity | Land use that includes the following uses or activities: moderate-intensity open space (parks, paved trails, and logging roads). |
Low Land Use Intensity | Land use that includes the following uses or activities: forestry (cutting of trees only), low-intensity open space (such as outdoor recreation activities and natural resources preservation), unpaved trails. |
C. There are three sets of buffer standards, based on these parameters:
1. Buffer widths for wetlands that have a high level of function for wildlife habitat as indicated by a habitat function score of eight or nine points on the wetland rating form:
2. Buffer widths for wetlands that have a moderate level of function for wildlife habitat as indicated by a habitat function score of six or seven points on the wetland rating form:
3. Buffer widths for wetlands that have a low level of function for wildlife habitat as indicated by a habitat function score of three to five points on the wetland rating form:
D. Reducing Buffer Widths.
1. For wetlands that score six points or more for habitat function, buffer widths for high intensity may be reduced to moderate intensity if both of the following criteria are met:
a. A relatively undisturbed, vegetated corridor at least 100 feet wide is protected between the wetland and any other relatively undisturbed area, as defined in the 2014 Wetland Rating System, or any other priority habitat as defined by the Washington State Department of Fish and Wildlife. The latest definitions of priority habitats and their locations are available on the WDFW web site at: https://wdfw.wa.gov/species-habitats/at-risk/phs/list.
b. The corridor must be protected for the entire distance between the wetland and the relatively undisturbed area or priority habitat by some type of legal protection such as a conservation easement. Presence or absence of a nearby habitat must be confirmed by a qualified biologist.
2. The measures in Table 19.70.235(E) are implemented, where applicable, to minimize the impacts of the adjacent land uses.
3. For wetlands that score three to five habitat points, only the measures in Table 19.70.250(E) are required for the use of moderate intensity buffer widths.
4. If an applicant chooses not to apply the mitigation measures in Table 19.70.250(E), or is unable to provide a protected corridor where available, then high intensity buffer widths must be used.
Table 19.70.235(E)
Disturbance | Required Measures to Minimize Impacts |
|---|---|
Lights | • Direct lights away from wetland |
Noise | • Locate activity that generates noise away from wetland • If warranted, enhance existing buffer with native vegetation plantings adjacent to noise source • For activities that generate relatively continuous, potentially disruptive noise, such as certain heavy industry or mining, establish an additional 10-foot heavily vegetated buffer strip immediately adjacent to the outer wetland buffer |
Toxic runoff | • Route all new, untreated runoff away from wetland while ensuring wetland is not dewatered • Establish covenants limiting use of pesticides within 150 feet of wetland • Apply integrated pest management |
Stormwater runoff | • Retrofit stormwater detention and treatment for roads and existing adjacent development • Prevent channelized flow from lawns that directly enters the buffer • Use low intensity development techniques (for more information refer to the stormwater manual) |
Change in water regime (increase or decrease in the frequency, duration, timing, extent, depth or variability of water in a wetland) | • Infiltrate or treat, detain, and disperse into buffer new runoff from impervious surfaces and new lawns |
Pets and human disturbance | • Use privacy fencing OR plant dense vegetation to delineate buffer edge and to discourage disturbance using vegetation appropriate for the ecoregion • Place wetland and its buffer in a separate tract or protect with a conservation easement |
Dust | • Use best management practices to control dust |
E. Increasing Buffer Widths. Buffer widths may be increased, on a case-by-case basis, as determined by the decision-maker. This determination must be supported by appropriate documentation showing that it is necessary to protect wetland functions and values. Documentation must include, but is not limited to, any of the following:
1. The wetland is used by a plant or animal species listed by the federal government or the state as endangered, threatened, candidate, sensitive, monitored, or documented priority species or habitats, or the wetland is essential or outstanding habitat for those species or has unusual nesting or resting sites such as heron rookeries or raptor nesting trees; or
2. The adjacent land has slopes greater than 15 percent and is susceptible to severe erosion, and erosion-control measures will not effectively prevent adverse wetland impacts; or
3. The adjacent land has minimal vegetative cover on slopes greater than 30 percent. In lieu of increasing the buffer width where existing buffer vegetation is inadequate to protect the wetland functions and values, development and implementation of a wetland buffer restoration/enhancement plan in accordance with AMC 19.70.245, Compensatory mitigation performance standards and requirements, may be substituted.
F. Averaging Buffer Widths. The decision-maker may allow averaging of wetland buffer widths on a case-by-case basis when the critical area report demonstrates that the following criteria are met:
1. There is not a feasible alternative to the site design that could be accomplished without buffer averaging;
2. The buffer averaging improves the functions or values of the wetland, either through preservation of total buffer area or enhancement of buffer areas including the creation of connectivity and corridors;
3. The total area contained in the buffer area after averaging is no less than that which would be contained within the standard buffer;
4. The wetland contains variation in sensitivity due to existing physical characteristics or the character of the buffer varies in slope, soils, or vegetation, and the wetland would benefit from a wider buffer in places and would not be adversely impacted by a narrow buffer in other places;
5. The buffer width at its narrowest point is not reduced to less than 75 percent of the standard width.
G. Measurement of Wetland Buffers. All buffers must be measured perpendicular from the wetland boundary as surveyed in the field. The buffer for a wetland created, restored, or enhanced as a compensation for approved wetland alterations must be the same as the buffer required for the category of the created, restored, or enhanced wetland.
H. Buffers on Mitigation Sites. Buffer widths must be applied to mitigation sites consistent with the wetland ratings and buffer requirements of this chapter for subsequent development proposals based on expected category of the wetland once the mitigation actions are taken. Only fully vegetated buffers with predominantly native plants will be included in the new buffer area. Lawns, walkways, driveways, and other mowed or paved areas will not count towards the required buffer calculations.
I. Buffer Maintenance. Except as otherwise specified or allowed in accordance with this chapter, wetland buffers must be retained in an undisturbed or enhanced condition. In the case of compensatory mitigation sites, removal of invasive nonnative weeds is required for the duration of the mitigation bond.
J. Buffer Impacts. When buffer impacts occur, compensatory mitigation must be provided at a minimum ratio of one-to-one for the area impacted. The mitigation must occur on the same site when feasible or within the same wetland system preferably. The mitigation must ensure that the wetland functions and values are not diminished due to the buffer impacts.
K. Stormwater Management Facilities. Stormwater management facilities may be allowed in Category III and IV wetland buffers if they meet all of the criteria identified below:
1. The wetland is classified as a Category III or a Category IV wetland with a habitat score of three to five points or less; and
2. There will be “no net loss” of functions and values of the wetlands; and
3. The wetland does not contain a breeding population of any native amphibian species; and
4. The hydrologic functions of the wetland can be improved as outlined in questions 3, 4, and 5 of Chart 4 and questions 2, 3, and 4 of Chart 5 in the “Guide for Selecting Mitigation Sites Using a Watershed Approach” (available here: https://apps.ecology.wa.gov/publications/documents/0906032.pdf); or the wetland is part of a priority restoration plan that achieves restoration goals identified in a Shoreline Master Program or other local or regional watershed plan; and
5. The wetland lies in the natural routing of the runoff, and the discharge follows the natural routing; and
6. All regulations regarding stormwater and wetland management are followed, including but not limited to local and state wetland and stormwater codes, manuals, and permits; and
7. Modifications will require permits. Existing functions and values that are lost would have to be compensated/replaced through an approved mitigation plan.
L. Setbacks From Buffers. Buildings, structures, paving, and other hard surfacing must be set back a minimum distance of 10 feet from the edge of the wetland buffer, or edge of the wetland if no buffer is required, unless otherwise determined by the decision-maker that a smaller distance would meet the intent of this subsection. This setback is to avoid conflicts with tree branches and/or critical root zones of trees that are in the buffer or will be planted in the buffer. The following may be allowed in the building setback from the buffer if they do not cause damage to the critical root zone of trees in the buffer:
1. Landscaping;
2. Uncovered decks, roof eaves and overhangs, unroofed stairways and steps;
3. Pervious ground surfaces, such as driveways, patios, and parking may be allowed; provided, that it is engineered as a permeable pavement system as defined in this chapter. Such improvements may be subject to the requirements in AMC Chapter 19.76, Stormwater.
M. Functionally Separated and Isolated Buffers. Consistent with the definition of “buffer” in this chapter, areas that are functionally isolated and physically separated from a wetland due to existing, legally established roadways, railroads or other legally established structures or paved areas eight feet or more in width that occur between the area in question and the wetland must be considered physically isolated and functionally separated buffer. Once determined by the Director, based on a submitted critical area report, to be a physically separated and functionally isolated wetland buffer, development proposals are allowed in these areas. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for Wetlands. In addition to the minimum report contents required per AMC 19.70.115, Critical area reports, wetland reports must also include:
1. For each wetland identified on site and off site within 300 feet of the project site provide: the wetland rating, including a description of and score for each function, per wetland ratings (AMC 19.70.215); required buffers (AMC 19.70.235); hydrogeomorphic classification; wetland acreage based on a professional survey from the field delineation (acreages for on-site portion and entire wetland area including off-site portions); Cowardin classification of vegetation communities; habitat elements; soil conditions based on site assessment and/or soil survey information; and to the extent possible, hydrologic information such as location and condition of inlets/outlets (if they can be legally accessed), estimated water depths within the wetland, and estimated hydroperiod patterns based on visual cues (e.g., algal mats, drift lines, flood debris, etc.). Provide acreage estimates, classifications, and ratings based on entire wetland complexes, not only the portion present on the proposed project site;
2. A discussion of the potential impacts to the wetland(s) associated with anticipated hydroperiod alterations from the project;
3. A description of the proposed actions, including an estimation of acreages of impacts to wetlands and buffers based on the field delineation and survey and an analysis of site development alternatives, including a no-development alternative;
4. An assessment of the probable cumulative impacts to the wetlands and buffers resulting from the proposed development;
5. A description of reasonable efforts made to apply mitigation sequencing pursuant to AMC 19.70.125, Mitigation requirements, to avoid, minimize, and mitigate impacts to critical areas and a discussion of measures, including avoidance, minimization, and compensation, proposed to preserve existing wetlands and restore any wetlands that were degraded prior to the current proposed land-use activity;
6. A conservation strategy for habitat and native vegetation that addresses methods to protect and enhance on-site habitat and wetland functions; and
7. An evaluation of the functions of the wetland and adjacent buffer. Include reference for the method used and data sheets.
B. Additional Information. When appropriate due to the proposed impacts or the project area conditions, the Director may also require the critical area report to include:
1. A request for consultation with the Washington Department of Fish and Wildlife (WDFW), Washington State Department of Ecology (Ecology), local Native American tribes, and/or other appropriate agency;
2. Copies of the Joint Aquatic Resource Permit Application (JARPA) and related approvals, such as a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW), when applicable to the project; and
3. Detailed surface and subsurface hydrologic features both on and adjacent to the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Compensatory Mitigation Plan. When a project involves wetland and/or buffer impacts, a compensatory mitigation plan must be included as part of the required critical area report. Compensatory wetland mitigation plans must meet the minimum requirements of AMC 19.70.125, Mitigation requirements, and demonstrate compliance with AMC 19.70.130, Mitigation plan requirements. Full guidance can be found in Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised). The mitigation plan must meet the following additional standards:
1. Description of the existing wetland and buffer areas proposed to be impacted. Include acreage (or square footage), water regime, vegetation, soils, landscape position, surrounding land uses, and functions. Also describe impacts in terms of acreage by Cowardin classification, hydrogeomorphic classification, and wetland rating, based on wetland ratings (AMC 19.70.215(B));
2. Description of the compensatory mitigation site, including location and rationale for selection. Include an assessment of existing conditions: acreage (or square footage) of wetlands and uplands, water regime, sources of water, vegetation, soils, landscape position, surrounding land uses, and functions. Estimate future conditions in this location if the compensation actions are not undertaken (i.e., how would this site progress through natural succession);
3. A description of the proposed actions for compensation of wetland and upland areas affected by the project. Include overall goals of the proposed mitigation, including a description of the targeted functions, hydrogeomorphic classification, categories of wetlands, and mitigation ratios applied (if ratio approach used);
4. A description of the proposed mitigation construction activities, construction/installation notes, and timing of activities;
5. A discussion of ongoing management practices that will protect wetlands after the project site has been developed, including proposed monitoring and maintenance programs (for remaining wetlands and compensatory mitigation wetlands);
6. Proof of establishment of notice on title for the wetlands and buffers on the project site, including the compensatory mitigation areas; and
7. The scaled plan sheets for the compensatory mitigation must contain, at a minimum:
a. An accurate depiction of the existing wetland and buffers, proposed areas of wetland and/or buffer impacts, location of proposed wetland and/or buffer compensation actions;
b. Existing topography, ground-proofed, at two-foot contour intervals in the zone of the proposed compensation actions if any grading activity is proposed to create the compensation area(s). Also existing cross-sections of on-site wetland areas that are proposed to be impacted and cross-section(s) (estimated one-foot intervals) for the proposed areas of wetland or buffer compensation;
c. Surface and subsurface hydrologic conditions, including an analysis of existing and proposed hydrologic regimes for enhanced, created, or restored compensatory mitigation areas. Also, illustrations of how data for existing hydrologic conditions were used to determine the estimates of future hydrologic conditions;
d. Conditions expected from the proposed actions on site, including future hydrogeomorphic types, vegetation community types by dominant species (wetland and upland), and future water regimes;
e. Required wetland buffers for existing wetlands and proposed compensation areas. Also, identify any zones where buffers are proposed to be reduced or enlarged outside of the standards identified in this chapter;
f. A plant schedule for the compensation area, including all species by proposed community type and water regime, size and type of plant material to be installed, spacing of plants, typical clustering patterns, typical plant installation details and notes, total number of each species by community type, timing of installation; and
g. Performance standards (measurable standards reflective of years post-installation) for upland and wetland communities, monitoring plan, contingency plan, and maintenance schedule, and actions. Standards for success must be established based on the performance standards identified and the functions and values being mitigated based on the guidance in Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised).
B. Requirements for Compensatory Mitigation.
1. Compensatory mitigation for alterations to wetlands may be used only for impacts that cannot be avoided or minimized, except as otherwise exempted in AMC 19.70.230, Specific wetland category development standards, and must achieve equivalent or greater biologic functions. Compensatory mitigation plans must be consistent with Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised).
2. Mitigation ratios must be consistent with subsection (J) of this section.
3. Mitigation requirements may also be determined using the credit/debit tool described in “Calculating Credits and Debits for Compensatory Mitigation in Wetlands of Western Washington: Final Report, March 2012” (Ecology Publication No. 10-06-011, March 2012, or as revised) consistent with subsection (H) of this section.
C. Compensating for Lost or Impacted Wetland Functions. Compensatory mitigation must address the functions and values affected by the proposed project, with an intention to achieve functional equivalency or improvement of functions and values. The goal for the compensatory mitigation must be to provide similar wetland functions and values as those lost, except when either:
1. The lost wetland provides minimal functions and values, and the proposed compensatory mitigation action(s) will provide equal or greater functions and values or will provide functions and values shown to be limited within a watershed through a formal Washington State watershed assessment plan or protocol; or
2. Out-of-kind replacement of wetland type or functions and values will best meet watershed goals formally identified by the city, such as replacement of historically diminished wetland types.
D. Preference of Mitigation Actions. Methods to achieve compensation for wetland functions and values must be approached in the following order of preference:
1. Restoration. The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural or historic functions to a former or degraded wetland. Restoration of wetlands includes reestablishment and rehabilitation.
a. Reestablishment. Returning natural or historic functions to a former wetland. Reestablishment results in a gain in wetland acres (and functions). Activities could include removing fill material, plugging ditches, or breaking drain tiles.
b. Rehabilitation. Repairing natural or historic functions of a degraded wetland. Rehabilitation results in a gain in wetland function but does not result in a gain in wetland acres. Activities could involve breaching a dike to reconnect wetlands to a floodplain or return tidal influence to a wetland.
2. Creation. Creation (establishment) of wetlands on disturbed upland sites, such as those with vegetative cover consisting primarily of nonnative species. This should be attempted only when there is an adequate source of water and it can be shown that the surface and subsurface hydrologic regime is conducive to the wetland community that is anticipated in the design.
3. Enhancement. Enhancement of significantly degraded wetlands in combination with restoration or creation. Enhancement alone will result in a loss of wetland acreage and is less effective at replacing the functions and values lost. Enhancement should be part of a mitigation package that includes replacing the impacted area and meeting appropriate ratio requirements.
4. Preservation. Preservation of high-quality, at-risk wetlands as compensation is generally acceptable when done in combination with restoration, creation, or enhancement; provided, that a minimum of one-to-one acreage replacement is provided by reestablishment or creation. Preservation of high-quality, at-risk wetlands and habitat may be considered as the sole means of compensation for wetland impacts when the following criteria are met:
a. Proposed wetland impacts will not have a significant adverse impact on habitat for listed fish, or other ESA-listed species;
b. There is no net loss of habitat functions within the watershed or basin;
c. Mitigation ratios for preservation as the sole means of mitigation must generally start at 20-to-one. Specific ratios should depend upon the significance of the preservation project and the quality of the wetland resources lost;
d. The impact area is small (generally less than one-half acre) and/or impacts are occurring to a low-functioning system (Category III or IV wetland); and
e. All preservation sites must include buffer areas adequate to protect the habitat and its functions from encroachment and degradation.
5. Wetland Bank or Advanced Wetland Mitigation. For future use since no current banks have a service area in Anacortes.
E. Type and Location of Compensatory Mitigation. Unless it is demonstrated that a higher level of ecological functioning would result from an alternative mitigation approach, compensatory mitigation for ecological functions should be either in-kind and on site, or in-kind and within the same stream reach, sub-basin, or drift cell (if estuarine wetlands are impacted). Compensatory mitigation actions must be conducted within the same sub-basin or on the site of the alteration, except when the following apply:
1. The conditions in subsection (B) of this section are met.
2. There are no reasonable opportunities on site or within the sub-basin (e.g., on-site options would require elimination of high-functioning upland habitat), or opportunities on site or within the sub-basin do not have a high likelihood of success based on a determination of the capacity of the site to compensate for the impacts. Considerations should include:
a. Anticipated replacement ratios for wetland mitigation;
b. Buffer conditions and proposed widths;
c. Available water to maintain anticipated hydrogeomorphic classes of wetlands when restored;
d. Proposed flood storage capacity, and potential to mitigate riparian fish and wildlife impacts (such as connectivity);
e. Off-site mitigation has a greater likelihood of providing equal or improved wetland functions than the impacted wetland;
f. Off-site locations must be in the same sub-basin, unless watershed goals for water quality, flood storage or conveyance, habitat, or other wetland functions have been established by the city and strongly justify location of mitigation at another site; and
g. The design for the compensatory mitigation project needs to be appropriate for its location (i.e., position in the landscape). Therefore, compensatory mitigation should not result in the creation, restoration, or enhancement of an atypical wetland. An atypical wetland refers to a compensation wetland (e.g., created or enhanced) that does not match the type of existing wetland that would be found in the geomorphic setting of the site (i.e., the water source(s) and hydroperiod proposed for the mitigation site are not typical for the geomorphic setting). Likewise, it should not provide exaggerated morphology or require a berm or other engineered structures to hold back water. For example, excavating a permanently inundated pond in an existing, seasonally saturated or inundated wetland is one example of an enhancement project that could result in an atypical wetland. Another example would be excavating depressions in an existing wetland on a slope, which would require the construction of berms to hold the water.
F. Wetland Mitigation Banks. Credits from a wetland mitigation bank certified under Chapter 173-700 WAC may be used to compensate for impacts located within the service area specified in the mitigation bank instrument, if:
1. The proposal would provide appropriate compensation for the proposed impacts;
2. The impact site is located in the service area of the bank;
3. The proposed use of credits is consistent with the terms and conditions of the certified mitigation bank instrument; and
4. Replacement ratios using bank credits are consistent with replacement ratios specified in the certified mitigation bank instrument.
G. In-Lieu Fee Mitigation. Credits from an approved in-lieu fee (ILF) program may be used when all of the following apply:
1. The decision-maker determines that it would provide environmentally appropriate compensation for the proposed impacts.
2. The proposed use of credits is consistent with the terms and conditions of the approved ILF program instrument.
3. Projects using ILF credits must have debits associated with the proposed impacts calculated by the applicant’s qualified wetland professional using the credit assessment method specified in the approved instrument for the ILF program.
4. The impacts are located within the service area specified in the approved ILF instrument.
H. Permittee-Responsible Mitigation. This type of mitigation is defined in 33 CFR 332 as “an aquatic resource restoration, establishment, enhancement and/or preservation activity undertaken by the permittee (or an authorized agent or contractor) to provide compensatory mitigation for which the permittee retains full responsibility.” The permittee performs the mitigation either before the project impact occurs and before any project impact permit is issued (advance permittee-responsible mitigation) or at the same time as the project impact is occurring after the project impact permit is issued (concurrent permittee-responsible mitigation). The permittee is ultimately responsible for implementation and success of the mitigation. For advance mitigation, the permittee generates mitigation credits that may be used to compensate for future wetland or buffer impacts. Only the permittee may use the advance mitigation credits. Permittee-responsible mitigation may occur at the site of the permitted impacts or at an off-site location within the same watershed. Permittee-responsible mitigation must be used only if the applicant’s qualified wetland professional demonstrates to the decision-maker’s satisfaction that the proposed approach is ecologically preferable to use of a bank or ILF program, consistent with the criteria in this section.
I. Alternative Mitigation Plan. The decision-maker may approve an alternative wetland mitigation plan that is based on best available science. Proposed alternative mitigation plans must provide an equivalent or better level of protection of wetland functions and values than would be provided by the strict application of this chapter.
1. The following will be considered in the approval of an alternative mitigation plan:
a. The plan uses a watershed approach consistent with “Selecting Wetland Mitigation Sites Using a Watershed Approach (Western Washington)” (Ecology Publication No. 09-06-032, Olympia, WA, December 2009).
b. Creation or enhancement of a larger system of natural areas and open space is preferable to the preservation of many individual small habitat areas.
c. Mitigation according to subsection (D) of this section is not feasible due to site constraints including but not limited to parcel size, stream type, wetland category, or geologically hazardous areas.
d. There is a clear potential for success of the proposed compensation at the identified site.
e. The plan must contain clear and measurable standards for achieving compliance with the specific provisions of the plan, consistent with AMC 19.70.130, Mitigation plan requirements.
f. The plan must be reviewed and approved as part of the overall approval of the proposed use.
g. A wetland of a different type may be justified based on regional needs or functions and values; the replacement ratios may not be reduced or eliminated unless the reduction results in a preferred environmental alternative.
h. Mitigation guarantees must meet the minimum requirements as outlined in AMC 19.70.150, Financial guarantee requirements.
i. Qualified professionals in each of the critical areas addressed must prepare the plan.
j. The city may consult with agencies with expertise and jurisdiction over the critical areas during the review to assist with analysis and identification of appropriate performance measures that adequately safeguard critical areas.
J. Wetland Mitigation Ratios. The ratios below are based on the assumption that the rehabilitation or enhancement actions implemented represent the average degree of improvement possible for the site. Proposals to implement more effective rehabilitation or enhancement actions may result in a lower ratio, while less effective actions may result in a higher ratio. The distinction between rehabilitation and enhancement is not clear-cut. Instead, rehabilitation and enhancement actions span a continuum. Proposals that fall within the gray area between rehabilitation and enhancement will result in a ratio that lies between the ratios for rehabilitation and the ratios for enhancement.
Table 19.70.245 Wetland Mitigation Ratios
Category and Type of Wetland | Creation or Reestablishment | Rehabilitation Only | Reestablishment or Creation (R/C) and Rehab (RH) | Reestablishment or Creation (R/C) and Enhancement (E) | Enhancement Only |
|---|---|---|---|---|---|
Category I Mature Forested | 6:1 | 12:1 | 1:1 R/C & 10:1 RH | 1:1 R/C & 20:1 E | 24:1 |
Category I – based on score for functions | 4:1 | 8:1 | 1:1 R/C & 6:1 RH | 1:1 R/C & 12:1 E | 16:1 |
Category I Natural Heritage Site | Not allowed | 6:1 Rehabilitation of a Natural Heritage Site | Not allowed | Not allowed | Case-by-case |
Category I Bog | Not allowed | 6:1 Rehabilitation of a bog | Not allowed | Not allowed | Case-by-case |
Category I Estuarine | Case-by-case | 6:1 Rehabilitation of an estuarine wetland | Case-by-case | Case-by-case | Case-by-case |
Category II | 3:1 | 6:1 | 1:1 R/C & 4:1 RH | 1:1 R/C & 8:1 E | 12:1 |
Category III | 2:1 | 4:1 | 1:1 R/C & 2:1 RH | 1:1 R/C & 4:1 E | 8:1 |
Category IV | 1.5:1 | 3:1 | 1:1 R/C & 1:1 RH | 1:1 R/C & 2:1 E | 6:1 |
K. Buffer Mitigation Ratios. Impacts to buffers must be mitigated at a one-to-one ratio. Compensatory buffer mitigation must replace those buffer functions lost from development.
L. Mitigation Performance Standards. Wetland mitigation plans must be consistent with AMC 19.70.125, Mitigation requirements, and AMC 19.70.130, Mitigation plan requirements, and “Wetland Mitigation in Washington State: Part 1 – Agency Policies and Guidance” (Version 1, Ecology Publication No. 06-06-011a), or as amended, and best available science.
M. Minimum Standards. The design standards in this section must be incorporated into mitigation plans submitted to the city for impacts to wetlands and/or wetland buffers. The following standards apply to any mitigation proposed within Category I, II, III and IV wetlands and their buffers. Modifications to these design standards consistent with the guidance in “Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1)” (Ecology Publication No. 06-06-011b, March 2006, or as revised) may be considered for approval by the decision-maker as alternatives to the following standards:
1. Plants native to the region (not introduced, nonnative or exotic species) must be used.
2. Plant species selection must be consistent with the existing or projected hydrologic regime, including base water levels and stormwater event fluctuations.
3. Plant species selection must be consistent with the site environmental conditions such as slope, aspect, soils and exposure to sun, wind and rain.
4. Plants should be commercially available or available from local sources.
5. Native plant species high in food and cover value for fish and wildlife should be prioritized, as appropriate for the site.
6. Plant selection must be approved by a qualified professional.
7. The following standards apply to wetland design and construction:
a. For wetland creation sites, preliminary investigations of existing hydrology at the site must be completed to confirm that the site has adequate source hydrology (e.g., high groundwater, precipitation or riverine flooding) to support wetland conditions.
b. Water depth in areas of seasonal or occasional inundation must not exceed three feet (0.914 meters), unless the proposed mitigation is compensating for impacts to unvegetated/open water areas.
c. If creating or rehabilitating a slope wetland, the grade or slope within the wetland must not exceed six percent, unless otherwise approved by the decision-maker.
d. Slopes within the wetland contributing basin and the buffer zone must not be steeper than three-to-one (horizontal to vertical).
e. The wetland (excluding the buffer area) should not contain more than 20 percent unvegetated/open water areas as measured at the seasonal high water mark, unless the mitigation is compensating for vegetated.
f. Site soils must be free of contamination and/or hazardous materials, and must have adequate organic content and porosity to support the proposed native plant community.
g. Planting densities and placement of plants should be determined by a qualified professional and shown on the design plans.
8. The planting plan must be approved by the city.
9. Stockpiling soil and construction materials should be confined to upland areas and contract specifications should limit stockpiling of earthen materials to durations in accordance with city clearing and grading standards, unless otherwise approved by the city.
10. Planting instructions must be submitted which describe placement, diversity, and spacing of seeds, tubers, bulbs, rhizomes, sprigs, plugs, and transplanted stock.
11. Controlled release fertilizer (if required) must be used in upland areas only (buffers and other nonwetland areas) and must be installed into the planting hole only at the time of planting. No fertilizer must be applied to the ground surface.
12. An irrigation system must be installed or watering afforded by trucks or hoses to provide water for installed plants and seeded areas to supplement rainfall to ensure that plants receive approximately one-half inch of water per week during the dry season of the first two years after plant installation.
13. All construction specifications and methods must be approved by a qualified professional and the city.
14. Construction management provided must be provided by a qualified professional. Ongoing work on site must be inspected by the city. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Fish and wildlife habitat conservation areas are lands managed for maintaining populations of species in suitable habitats within their natural geographic distribution so that the habitat available is sufficient to support viable populations over the long term and isolated subpopulations are not created. In addition to their intrinsic value, certain species of fish and wildlife represent important historic, cultural, recreational and economic resources.
B. It is the purpose of this chapter to protect fish and wildlife populations and their associated habitats and provide special consideration to conservation or protection measures necessary to preserve or enhance anadromous species. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Fish and wildlife habitat conservation areas (FWHCAs) are designated as follows:
1. Critical saltwater habitats, which include all kelp beds, eelgrass beds, spawning and holding areas for forage fish, such as herring, smelt and sand lance; subsistence, commercial and recreational shellfish beds; mudflats, intertidal habitats with vascular plants, and areas with which priority species have a primary association;
2. Naturally occurring ponds under 20 acres with submerged aquatic beds that provide fish or wildlife habitat as further defined in WAC 365-190-130(4)(e);
3. Riparian management zones as defined in AMC 19.70.330 and waters of the state, including but not limited to Whistle Creek, Happy Valley Stream, Ace of Hearts Creek, Beaver Brook, Cranberry Creek, Clyde Creek, Anaco Bourn, Morrison Run, Cedar Springs, Weaverling Rill, Miller Creek, Aqua Creek, Howard Creek, Summit Creek, and March’s Run;
4. Lakes, ponds, streams, and rivers planted with game fish by a governmental or tribal entity;
5. Areas with which anadromous fish species have a primary association;
6. State natural area preserves, natural resource conservation areas, and state wildlife areas as established by Washington State Department of Natural Resources;
7. Areas of rare plant species and high-quality ecosystems as identified by the Washington State Department of Natural Resources through the Natural Heritage Program in Chapter 79.70 RCW;
8. State priority habitats and areas associated with state priority species defined and listed by the Washington Department of Fish and Wildlife in the Priority Habitats and Species List, most recently updated edition. Priority habitats and species known to be identified and mapped by WDFW (https://geodataservices.wdfw.wa.gov/hp/phs/) in Anacortes include, but may not be limited to, the following:
a. Biodiversity areas;
b. Bald eagle habitat protected pursuant to the Federal Bald and Golden Eagle Protection Act;
c. Chinook/fall chinook salmon;
d. Coho salmon;
e. Great blue heron nest sites and breeding areas;
f. Osprey nest sites;
g. Peregrine falcon nest sites and breeding areas;
h. Purple martin breeding areas;
i. Resident coastal cutthroat trout;
j. Winter steelhead trout;
k. Water fowl concentrations.
9. The following habitats and species of local importance have been designated by the city:
a. The Anacortes Community Forestlands.
b. The March Point Heronry.
c. The one and one-half acre “Park Reserve” at Cap Sante bounded by Third Street, East Park Drive, and Curtis Drive.
d. Ship Harbor Wetland.
f. Category II wetlands within the watersheds of Little Cranberry Lake, Whistle Lake, and Hearth Lake and with seasonal surface water connections.
g. Smiley’s Bottom Wetland.
B. In addition to the FWHCAs identified in subsection (A)(9) of this section, additional habitats and species of local importance may be designated by the city using the following process:
1. Designation Process. The city may consider nominations for habitat areas and species to be designated as locally important on an annual basis as part of the annual comprehensive plan and development regulation update process, based on the following criteria:
a. Local populations of native species that are in danger of extirpation based on existing trends, likely to become endangered, or are vulnerable or declining;
b. The habitat represents either a high-quality native habitat, or the habitat has a high potential to recover to a suitable condition and which is of limited availability, is highly vulnerable to alteration, or provides landscape connectivity which contributes to the integrity of the surrounding landscape;
c. The species or habitat has recreation, commercial, game, tribal, or other intrinsic value;
d. Long-term persistence of a species is dependent on protection, maintenance, and/or restoration of the nominated habitat;
e. Protection by other county, state, or federal policies, laws, regulations, or nonregulatory tools is not adequate to prevent degradation of the species or habitat; and
f. Without protection, there is a likelihood that the species or habitat will be diminished.
2. The nomination must indicate whether specific habitat features are to be protected (for example, nest sites, breeding areas, and nurseries) or whether the habitat or ecosystem is being nominated in its entirety.
3. The nomination may include management strategies for the species or habitats, which must be supported by best available science. Where restoration of habitat is proposed, a specific plan for restoration must be provided.
C. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Mapping. The approximate location and extent of some FWHCAs are shown in the data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and inventories are hereby adopted by reference, as amended:
1. Washington Department of Fish and Wildlife Priority Habitat and Species maps;
2. Washington Department of Natural Resources, Official Water Type Reference maps;
3. Washington Department of Natural Resources Puget Sound Intertidal Habitat Inventory maps;
4. Washington Department of Natural Resources Shore Zone inventory;
5. Washington Department of Natural Resources Natural Heritage Program mapping data;
6. Washington Department of Health Annual Inventory of Shellfish Harvest Areas;
7. Anadromous and resident fish distribution maps contained in the habitat limiting factors reports published by the Washington Conservation Commission and others;
8. Washington Department of Natural Resources State Natural Area Preserves and Natural Resource Conservation Area maps; and
9. NOAA Northwest Region Critical Habitat Mapper or equivalent source: https://www.fisheries.noaa.gov/national/endangered-species-conservation/critical-habitat.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. All new development activities and uses are prohibited from fish and wildlife habitat conservation areas and their buffers except in accordance with this chapter unless within shoreline jurisdiction and hereby regulated by AMC Chapter 19.72, Shorelines. Alteration of FWHCAs or their buffers is prohibited except as otherwise allowed by this chapter and may occur only if the proposed alteration of the habitat and any associated mitigation proposed does not degrade the functions and values of the habitat.
B. Exemptions. Exemptions to this chapter are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Approvals and the Best Available Science. Any approval of alterations or impacts to an FWHCA area must be supported by the best available science as described in the required critical area report.
D. Approvals of Activities May Be Conditioned. The decision-maker may condition approvals of activities allowed within or adjacent to a fish and wildlife habitat conservation area as necessary to minimize or mitigate any potential adverse impacts. Conditions will be based on the best available science and may include, but are not limited to, the following:
1. Establishment of buffers;
2. Preservation of important vegetation and/or habitat features such as snags and downed wood specific to the priority wildlife species in the fish and wildlife habitat conservation area;
3. Limitation of access to the habitat area, including fencing to deter unauthorized access;
4. Seasonal restriction of construction activities;
5. Establishment of a duration and timetable for periodic review of mitigation activities; and
6. Requirement of a performance bond, when necessary, to ensure completion and success of proposed mitigation.
E. Seasonal Restrictions. When a species is more susceptible to adverse impacts during specific periods of the year, seasonal restrictions may apply. Larger buffers may be required and activities may be further restricted during the specified season.
F. Subdivisions. The subdivision and short subdivision of land in FWHCAs and associated buffers is subject to the following:
1. Land that is located wholly within an FWHCA or its buffer may not be subdivided;
2. Land that is located partially within an FWHCA may be subdivided only if an accessible and contiguous portion of each new lot that meets the minimum lot size requirements for the zone is located outside of the FWHCA and its buffer;
3. Access roads and utilities serving a proposed subdivision may be permitted within the FWHCA and associated buffers only if the applicant’s qualified professional(s) demonstrate, and the decision-maker determines, that no other feasible alternative exists, all unavoidable impacts are fully mitigated, and the use is consistent with this chapter;
4. This subsection does not authorize new access roads and utilities in FWHCAs and associated buffers for existing subdivisions.
G. Nonindigenous Species. No plant, wildlife, or fish species not indigenous to Fidalgo Island may be introduced to an FWHCA unless authorized by a state or federal permit approval. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. A riparian management zone (RMZ) is a critical area; specifically, it is a type of fish and wildlife habitat conservation area. A project site’s RMZ is associated with each aquatic species upstream and downstream from the project site.
1. The RMZ consists of a watercourse and the area adjacent to the watercourse that has the potential to provide full riparian ecosystem functions for bank stability, shade, pollution removal, contributions of detrital nutrients, recruitment of large woody debris, and wildlife habitat. The width of the RMZ is the height of the tallest 200-year-old site-potential tree (SPTH200) or 100 feet, whichever is greater, measured horizontally. The RMZ is measured from whichever of the following features is furthest from the center of the watercourse: (a) the ordinary high-water mark, (b) the top of bank, or (c) the outer edge of the channel migration zone (if one exists). In watercourses with braided channels or alluvial fans, the ordinary high-water mark will include the entire stream feature. The RMZ may exceed the 200-year-old site-potential tree height based on subsection (A)(3) of this section.
2. When a pipe or culvert that has known or potential fish habitat downstream and upstream from the pipe or culvert is daylighted, the watercourse formerly in the pipe or culvert will be regulated as a riparian watercourse, and the area adjacent to that watercourse will be regulated as a riparian management zone, as defined in subsection (A)(1) of this section. This section does not apply when the pipe or culvert is removed to provide a publicly owned facility designed primarily for water quality treatment, flow control, or stormwater conveyance.
3. Activities that may impact an RMZ must provide a critical areas report prepared by a qualified professional describing the functions and values of the RMZ. The report must include the 200-year-old site-potential tree height (SPTH200) as determined by WDFW at https://gispublic.dfw.wa.gov/arcgis/rest/services/SPTH/SitePotentialTreeHeightPublic/MapServer.
If SPTH200 was also calculated using site-scale data, that information must also be included. The report must describe the inner measurement point (e.g, ordinary high-water mark) and the extent of the RMZ with sufficient detail to allow field delineation. The report must demonstrate that the project will result in no net loss of the ecosystem functions for the RMZ and associated species.
B. Development Standards for Parcels Containing an RMZ.
1. Application of Standards and Regulatory Intent.
a. The provisions of this section apply to all development on parcels containing an RMZ as defined in subsection (A)(1) of this section.
b. It is the long-term goal of the city to restore the city’s RMZs and to protect fish passage where scientifically justified. The city has determined that best available science supports protecting these RMZs as described in this section.
2. Watercourse. Development is prohibited within or over the riparian watercourse, except as provided in this subsection. The Director may approve access over the riparian watercourse, if the applicant demonstrates all of the following:
a. No other access is available.
b. The access is provided by a freestanding structure that maintains the natural channel and floodway of the watercourse.
c. The coverage of the watercourse and disturbance of the RMZ and any other adjacent environmentally critical area or buffer are kept to a minimum.
d. The material used to construct the access is durable and nontoxic to the maximum extent feasible. If using untreated wood is infeasible, wood treated with pentachlorophenol, creosote, chromate copper arsenate, or comparably toxic compounds is prohibited. Treated wood and other material shall be the least toxic and shall be applied and used according to National Oceanic and Atmospheric Administration Fisheries guidelines for using treated wood in or over aquatic environments.
e. In the watercourse, any action detrimental to habitat or actions affecting trees and vegetation, including but not limited to clearing or removal, is prohibited, except as provided in this subsection (B)(2).
3. Riparian Management Zone. The RMZ is defined in subsection (A)(1) of this section. Existing improved areas of public or private streets/driveways are excluded from the regulations for the RMZ. Development is prohibited in the RMZ, except as follows:
a. To provide the minimum necessary access if no other access is available to development approved under subsection (B)(2)(a) of this section.
b. On existing developed lots and platted lots existing prior to adoption of Ordinance 4025 that satisfies one or more of the provisions within Table 19.70.040(A), Exempt Activities, or Table 19.70.045, Permitted Alterations, if the applicant demonstrates that:
i. None of the development occurs within or over the watercourse except as provided in subsection (B)(2) of this section.
ii. The development complies with stormwater flow control and water quality requirements, regardless of whether the project would trigger the requirements based on the thresholds for area of land disturbing activity, size of the addition, or replacement of impervious surfaces provided in the Stormwater Management Manual adopted in AMC Chapter 19.76, Stormwater.
iii. Any development, including but not limited to coverage by impervious surface, does not exceed 35 percent of the total lot area, and provided further, that the maximum lot coverage does not exceed that allowed under AMC Chapter 19.42, Form and Intensity Standards.
iv. When compliance with stormwater flow control and water quality requirements is required solely based on subsection (B)(3)(b)(ii) of this section, the Director may approve a restoration plan in lieu of compliance with subsection (B)(3)(b)(ii) if the applicant demonstrates that the plan meets the following criteria:
(A) The watercourse and/or RMZ ecological function will be restored so that it prevents harmful erosion, protects water quality, and provides diverse habitat; and
(B) The restoration results in greater protection of the watercourse and RMZ than compliance with subsection (B)(3)(b)(ii) of this section.
c. In the RMZ any action detrimental to habitat and any action affecting trees and vegetation, including but not limited to clearing or removal, are prohibited, except as provided in subsection (B)(3)(a) or (b) of this section.
d. If the RMZ is degraded due to the lack of trees and vegetation, the presence of invasive or nonnative species, and/or the presence of impervious surface or other development, the applicant shall prepare and carry out a restoration plan that restores the ecological function of the RMZ to the extent commensurate with the impact of the development on the RMZ and according to mitigation standards pursuant to AMC 19.70.125, Mitigation requirements, and AMC 19.70.130, Mitigation plan requirements.
e. If the development is authorized pursuant to AMC 19.49.040, Nonconforming uses and structures, or Table 19.70.040(A), Exemptions, or Table 19.70.045, Permitted Alterations, the Director must require that the degraded portion of the RMZ be restored by removing existing nonnative and invasive plant species, and replanting with native trees and vegetation, and providing a five-year monitoring and maintenance plan consistent with the requirements of AMC 19.70.130, Mitigation plan requirements, based on a critical area restoration plan.
f. Small Project Waiver. The Director may approve fences, rockeries, or similar features or temporary disturbance for installation of utility lines in a RMZ if no construction occurs over, in, or within 15 feet of a watercourse or water body, and if the applicant demonstrates that the proposal meets the following criteria:
i. The feature is constructed on a lot that has been in existence as a legal building site consistent with AMC 19.49.040, Nonconforming structures.
ii. The feature:
(A) Does not contain floor area;
(B) Does not remove trees or native vegetation;
(C) Does not block wildlife movement through the riparian management zone; and
(D) Mitigates impacts to ecological functions.
iii. The Director’s decision must require:
(A) The use of fencing with a highly durable protective barrier during the construction to protect the RMZ.
(B) Mitigation pursuant to AMC 19.70.125 and 19.70.130 to offset the area of both temporary and permanent development.
(C) Additional measures, as appropriate, to protect the remainder of the RMZ.
C. Functionally Separated and Isolated Riparian Management Zones. Consistent with the definition of “riparian management zone” in this chapter, RMZs are places that potentially provide riparian ecosystem functions. Portions of the RMZ that are functionally isolated and physically separated from a watercourse due to existing, legally established public roadways, railroads or other legally established structures or paved areas eight feet or more in width that occur between the area in question and the watercourse may be excluded from the RMZ. If such an area provides any of the five primary RMZ functions (bank stability, shade, pollution removal, contributions of detrital nutrients, or recruitment of large woody debris) it will be retained within the RMZ; if it provides none of these functions it may be excluded. After an RMZ is determined by the decision-maker, based on a submitted critical area report, to be physically separated and functionally isolated, the area is no longer considered an RMZ critical area.
D. Piped Watercourses and Roadside Ditches. It is recognized that within the urban environment many historical streams have been substantially modified to accommodate development. Many of the regulated and mapped watercourses within the city of Anacortes pass through natural reaches, modified reaches, piped reaches, and sometimes along manmade roadside ditches.
1. Development along piped watercourses and ditches that do not meet the definition of a watercourse are subject to a 10-foot setback from the centerline of the piped watercourse or ditch and are subject to the recording of a utility easement granted to the city for access and maintenance of the watercourse infrastructure.
2. The voluntary opening and restoration or rehabilitation of a previously channelized, culverted, or piped watercourse is highly encouraged and may be approved by the decision-maker, when the following is demonstrated within a critical area report:
a. The restoration will result in a net gain in FWHCA functions, including an improvement in water quality and ecological functioning;
b. Opened channels must be designed to support fish and wildlife habitat and uninhibited fish access, unless demonstrated to be infeasible;
c. A reduction to the standard riparian management zone is allowed to a minimum of 25 feet, or as recommended by a qualified professional in the critical area report. Measured from the ordinary high water mark (OHWM) and which includes habitat improvements, and measures to prevent erosion, landslide and water quality impacts;
d. The proposal will not significantly increase the threat of erosion, flooding, slope stability or other hazards on the site or on adjacent properties;
e. The proposal must demonstrate that the conveyance will maintain the flow capacity and not create flooding elsewhere in the drainage basin.
E. Riparian Management Zone Enhancement Measures. Only those enhancement measures deemed most applicable and/or appropriate for RMZ enhancement projects will be considered in a RMZ modification proposal, and must be supported by best available science and a critical area report. These include, but are not limited to:
1. Removal of fish barriers to restore accessibility to fish;
2. Enhancement of fish habitat using log structures incorporated as part of a fish habitat enhancement plan;
3. Enhancement of fish and wildlife habitat structures that are likely to be used by wildlife, including wood duck houses, bat boxes, nesting platforms, snags, rootwads/stumps, birdhouses, and heron nesting areas;
4. Planting native vegetation within the buffer area, especially vegetation that would increase value for fish and wildlife, increase stream bank or slope stability, improve water quality, or provide aesthetic/recreational value; or
5. Creation of a surface channel where a watercourse was previously underground, in a culvert or pipe. Surface channels which are “daylighted” must be located within a riparian management zone and must be designed with energy dissipating functions or channel roughness features such as meanders and rootwads to reduce future bank failures or nearby flooding;
6. Removal or modification of existing stream culverts (such as road crossings) to improve fish passage, stream habitat, and flow capacities; or
7. Upgrading of retention/detention facilities or other stormwater management facilities beyond required levels. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Endangered, Threatened, and Sensitive Species. Fish and wildlife habitat conservation areas or buffers with which state or federally endangered, threatened, or sensitive species or anadromous fish species have a primary association are subject to the following:
1. No development is allowed within a fish and wildlife habitat conservation area or buffer with which state or federally endangered, threatened, or sensitive species have a primary association, except that which is provided for by a management plan established by the Washington Department of Fish and Wildlife or applicable state or federal agency.
2. Whenever activities are proposed adjacent to a fish and wildlife habitat conservation area with which state or federally endangered, threatened, or sensitive species have a primary association, such area must be protected through the application of protection measures in accordance with a critical area report prepared by a qualified professional and approved by the city. Approval for alteration of the fish and wildlife habitat conservation area or its buffer may not occur prior to consultation with the Washington Department of Fish and Wildlife for animal species, the Washington State Department of Natural Resources for plant species, and other appropriate federal or state agencies.
B. Other Priority Habitats and Species. Fish and wildlife habitat conservation areas or buffers with species that are not state or federally listed as endangered, threatened, or sensitive species, and are not anadromous fish species are subject to the following:
1. Development activities and uses that result in unavoidable impacts are prohibited except as otherwise allowed by this chapter and may occur in priority species habitat areas and associated buffers only if the proposed alteration of the habitat does not degrade the functions and values of the habitat in accordance with an approved critical area report with habitat assessment/management plan, and only if the proposed activity is the only reasonable alternative that will accomplish the applicant’s objectives. Full compensation for the loss of acreage and functions of habitat and buffer areas must be provided in compliance with the mitigation performance standards and requirements of these regulations.
C. City-Designated Habitats and Species of Local Importance.
1. Anacortes Community Forest Lands.
a. Purpose. The Anacortes Community Forest Lands include three lakes and their watersheds, numerous wetlands, rock bluffs, old growth forests, grassy knolls, windswept hilltops, sheltered caves, and a variety of other habitats and microclimates that provide a unique and irreplaceable habitat for both imperiled and commonplace species. This land has been dedicated by the city for the preservation of forest lands and species, as described in the conservation easement documents, the ACFL comprehensive plan, and in AMC Title 12.
b. Recreation and Recreation-Related Facilities. Construction of public recreation-related facilities such as trails, benches, interpretive displays, and viewing platforms may be allowed in fish and wildlife habitat conservation areas or buffers.
c. Proposed alterations must be consistent with the adopted Anacortes Community Forest Lands Comprehensive Plan, as amended.
d. Noxious and Invasive Plants. The Skagit County noxious weed ordinance and the ACFL Invasive Plant Control Program must be carefully considered in any adjacent development decision. Nonnative plants known to be invasive into the ACFL must be prohibited in landscaping plans of adjacent developments. Where such developments have CC&Rs, reference to this requirement must be included therein.
e. Right-of-Way Vacations. In the case of street or alley vacations contiguous with an ACFL boundary, the half of the area vacated which is adjacent to the ACFL must be incorporated into the ACFL and subject to all ACFL-related requirements.
f. Private Access to ACFL. No new accesses will be established to the ACFL without prior request for such access to the Parks and Recreation Department and the Forest Advisory Board and approval by the City Council.
g. Burning. No burn piles or outdoor fires must ever be left unattended while ignited and in the event sparks or flames come within 300 feet of the ACFL, the fire must immediately be brought under control or extinguished.
h. Boundary Identification. City staff will work closely with property owners and developers to ensure that survey lines adjacent to the ACFL boundary are clearly and correctly marked before any timber and/or vegetation is removed from adjacent property. The Forest Manager will be involved in the final inspection of boundary lines.
i. ACFL Buffers. City staff will work closely with builders to secure 30-foot ACFL buffers using all available incentives.
2. March Point Heronry.
a. Purpose. Because Skagit County is home to the greatest concentration of nesting great blue heron in the Salish Sea, March Point being the largest, the city has identified the March Point Heronry as a habitat of local importance.
b. Proposed development activities within 1,000 feet, or that are likely to impact the colony, must provide a critical areas assessment report and habitat management plan that follows at a minimum the guidelines provided by WDFW’s Management Recommendations for Washington’s Priority Species (March 2012) https://wdfw.wa.gov/sites/default/files/publications/01371/wdfw01371.pdf.
c. Buffers will be implemented as described in the buffer section below.
d. Colony protection is required for minimum 10 years after abandonment.
D. Required Buffer for Non-RMZ FWHCAs.
1. Marine FWHCAs Buffers. Buffers for all designated fish and wildlife habitats or species within marine shorelines must be regulated by AMC Chapter 19.72 shoreline regulations and the Shoreline Master Program.
2. All Other Non-RMZ FWHCA Buffers. Buffers from fish and wildlife habitat conservation areas must be established to protect the functions and values of the critical area from the impacts of proposed adjacent activities.
a. Buffer widths for fish and wildlife habitat areas must be based on consideration of the following factors: species-specific recommendations of the Washington Department of Fish and Wildlife; recommendations contained in a habitat management plan submitted by a qualified professional; and the nature and intensity of land uses and activities occurring on the land adjacent to the site. Buffers must:
i. Consist of an undisturbed area of native vegetation, or areas identified for restoration, sufficient to protect the integrity, functions, and values of the affected habitat;
ii. Reflect the sensitivity of the habitat and the type and intensity of human activity proposed to be conducted nearby;
iii. Be consistent with the applicable species-specific management recommendations issued by the Washington Department of Fish and Wildlife.
b. Nesting bald eagles and bald eagle habitats must be protected consistent with the U.S. Fish and Wildlife Service (USFWS) national bald eagle management guidelines, or the state or federal regulations in place at the time of application. Whenever activities are proposed adjacent to a confirmed nest territory or communal roost, a bald eagle habitat management plan must be developed by a qualified professional. Activities are adjacent to managed bald eagle sites when they are within 660 feet of a nest or within one-half mile (2,640 feet) of a shoreline foraging area. Approval of the activity must not occur prior to consultation with the state or federal agency with authority on bald eagle pairs and their nest.
c. Great Blue Heron Nesting and Breeding Areas. Development near a verified heron breeding habitat including nesting colony areas, former nesting colonies:
i. A year-round urban buffer of 197 feet;
ii. For unusually loud activities that occur during breeding season (February through September) a seasonal buffer of 656 feet, and a blasting buffer of 1,320 feet;
iii. For properties without an existing and approved management plan, a management plan developed by a qualified professional to follow, at a minimum, WDFW’s Management Recommendations for Washington’s Priority Species (March 2012) and that identifies the nesting and breeding site as well as prenesting staging area, and breeding season foraging habitat;
iv. For the March Point colony, given the observed and documented sensitivity of this mega-colony to human intrusion and the fact that the colony is in a rare, isolated, but tight location, a year-round buffer of 984 feet. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Establishment of low-impact stormwater management facilities, such as stormwater dispersion outfalls and bioswales, may be allowed within fish and wildlife habitat conservation area buffers consistent with the adopted stormwater manual; provided, that:
A. No other location is feasible; and
B. There will be “no net loss” of functions and values of the fish and wildlife habitat conservation area; and
C. The critical area lies in the natural routing of the runoff, and the discharge follows the natural routing; and
D. Stormwater dispersion outfalls, bioswales, bioretention facilities, and other low-impact facilities consistent with the adopted stormwater manual may be allowed within the outer 25 percent of the riparian management zone when determined by a qualified professional that the location of the facilities will enhance the riparian management zone and protect the watercourse; and
E. Such facilities are designed consistent with the requirements of AMC Chapter 19.76. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021. Formerly 19.70.345)
A. Additional Report Contents for FWHCAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, FWHCA reports must also include:
1. Documentation of any fieldwork performed on the site, including field data sheets for delineations, water typing and other habitat conservation area classification, baseline hydrologic data, site photos, etc.;
2. A description of the methodologies used to conduct the delineations, classifications, or impact analyses, including references;
3. A discussion of the potential impacts to the critical area or buffer associated with the proposed development including an assessment of cumulative impacts.
B. Habitat Assessment/Management Plan. A habitat assessment/management plan is an investigation of the project area to evaluate the potential presence or absence of designated critical fish or wildlife species or habitat. A critical area report for a fish and wildlife habitat conservation area must contain an assessment of habitats including the following site- and proposal-related information at a minimum:
1. Detailed description of vegetation on and adjacent to the project area and its associated buffer;
2. Identification of any species of local importance, priority species, or endangered, threatened, sensitive, or candidate species that have a primary association with habitat on or adjacent to the project area, and assessment of potential project impacts to the use of the site by the species;
3. A discussion of any federal, state, or local special management recommendations, including Washington Department of Fish and Wildlife habitat management recommendations, that have been developed for species or habitats located on or adjacent to the project area;
4. A detailed discussion of the direct and indirect potential impacts on habitat by the project, including potential impacts to water quality;
5. A discussion of measures, including avoidance, minimization, and mitigation, proposed to preserve existing habitats and restore any habitat that was degraded prior to the current proposed land use activity and to be conducted in accordance with AMC 19.70.125, Mitigation requirements;
6. A discussion of ongoing management practices that will protect habitat after the project site has been developed, including proposed monitoring and maintenance programs.
C. Additional Technical Information Requirements for RMZs. If no project impacts are anticipated and standard riparian management zone widths are retained, a RMZ delineation report, general critical area report or other reports, alone or in combination, may be submitted as consistent with the specific requirements of this section. In addition to the general critical area report requirements for fish and wildlife habitat conservation areas provided in subsections (A) through (D) of this section, technical information on RMZs must include the following information at a minimum:
1. A written assessment and accompanying maps of the stream and associated hydrologic features on and off site within 300 feet of the project area, including the following information at a minimum:
a. RMZ survey showing the field delineated ordinary high water mark(s);
b. Standard RMZ boundary as determined by AMC 19.70.330, Specific standards for riparian management zones;
c. Vegetative, faunal, and hydrologic characteristics;
d. Soil and substrate conditions; and
e. Topographic elevations at two-foot contours;
2. A detailed description and functional assessment of the watercourse channel and riparian management zone under existing conditions pertaining to the protection of the RMZ functions, fish habitat and, in particular, potential anadromous fisheries;
3. A habitat and native vegetation conservation strategy that addresses methods to protect and enhance on-site habitat and RMZ functions;
4. Proposed RMZ enhancement, if needed, including a written assessment and accompanying maps and planting plans for RMZ areas to be enhanced, including the following information at a minimum:
a. A description of existing RMZ conditions;
b. A description of proposed RMZ conditions and how proposed conditions will increase RMZ functions in terms of RMZ and fish habitat protection;
c. Performance standards for measuring enhancement success through a monitoring period of at least five years;
d. Provisions for monitoring and submission of monitoring reports documenting RMZ conditions, as compared to performance standards, for enhancement success; and
e. A discussion of ongoing management practices that will protect RMZ functions and habitat value through maintenance of vegetation density within the RMZ.
D. Additional Technical Information for Heron Habitat.
1. The report must identify the heron management area (HMA). An HMA consists of the nesting colony, year-round and seasonal buffer, foraging habitat and, when present, a prenesting congregation area.
2. All survey activity such as nest tree identification and flagging should occur in the nonbreeding season (mid-September to mid-February), and preferably right after breeding season ends.
3. Identify the nesting colony’s boundary. To do this, flag all nest trees at the colony’s outer perimeter. Mark each of these trees on a map. If a nest tree’s canopy overlaps the canopy of an adjacent tree, flag the adjacent tree and consider this to be a nest tree. The outermost nest trees will be used to map the nesting colony boundary.
4. Map outer perimeter of the 197-foot year-round buffer. Using the buffer radius, draw a circle around each peripheral nest tree.
5. Map seasonal buffer if any unusually loud activities will occur during breeding season (February through September). Measure the seasonal buffer starting at the outer edge of the year-round buffer.
6. Locate potential foraging habitat by mapping all waterbodies within a one-and-nine-tenths mile radius of the colony. The perimeter and shallow portions are especially important for foraging.
E. Additional FWHCA Information. When appropriate, due to the type of habitat or species present, or the project area conditions, the decision-maker may also require the critical area report to include:
1. A request for consultation with the Washington Department of Fish and Wildlife (WDFW), Washington Department of Ecology (Ecology), local Native American tribes or other appropriate agency;
2. Copies of the joint aquatic resource permit application (JARPA) and related approvals, such as a hydraulic project approval (HPA) from the WDFW, when applicable to the project; and
3. Detailed surface and subsurface hydrologic features both on and adjacent to the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Compensatory mitigation for FWHCAs must follow the plan requirements described under AMC 19.70.130, Mitigation plan requirements. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Geologically hazardous areas include areas susceptible to the effects of erosion, landslides, earthquakes, or other geologic events. They pose a threat to health and safety of citizens when incompatible development is sited in areas of significant hazard.
B. The primary purpose of these regulations is to avoid and minimize potential impacts to life and property from geologic hazards, conserve soil resources, and minimize structural damage relating to these hazards. The purpose is accomplished through appropriate levels of study and analysis, application of sound engineering principles, and regulation or limitation of land uses, including maintenance of existing vegetation, regulation of clearing and grading activities, and control of stormwater. (Ord. 3064 § 2 (Att. A), 2021)
A. Areas susceptible to one or more of the following types of hazards are designated as a geologically hazardous area:
1. Erosion Hazard Areas. Erosion hazard areas include areas likely to become unstable, such as bluffs, steep slopes, and areas with unconsolidated soils. The following are considered known or suspected erosion hazards:
a. Areas located within the following soil map units: Nos. 46 and 47 Dystric Xerochrepts; No. 90 Lithic Haploxerolls-Rock outcrop complex (LH); or mapped severe erosion hazard, as identified in the U.S. Department of Agriculture Natural Resources Conservation Service Soil Survey of Skagit County Area, WA (1989)
.
b. Coastal, erosion-prone areas such as beaches or marine bluffs.
c. Areas susceptible to rapid stream incision and stream bank erosion.
2. Landslide Hazard Areas. Landslide hazard areas are those areas subject to landslide activity based on a combination of geologic, topographic, and hydrologic factors. They include areas susceptible because of any combination of bedrock, soil, slope (gradient), slope aspect, structure, hydrology, or other factors. The following are known or suspected landslide hazards:
a. Areas designated in the Washington State Department
of Ecology Coastal Zone Atlas, Washington, Volume Two Skagit County (1978) as U (unstable), UB (unstable bluff), URS (unstable recent slide), or UOS (unstable old slide).
b. Areas of previous failure such as earth slumps, earthflows, mudflows, lahars, debris flows, rock slides, landslides or other failures as observed in the field or as indicated on maps or in technical reports published by the U.S. Geological Survey, the Geology and Earth Resources Division of the Washington Department
of Natural Resources, or other documents authorized by government agencies.
c. Slopes having gradients of 15 percent or greater:
i. That intersect geologic contacts with permeable sediments overlying low-permeability sediment or bedrock and springs or groundwater seepage are present; or
ii. That are parallel or subparallel to planes of weakness (such as bedding planes, joint systems, and fault planes) in subsurface materials.
d. Areas that have shown movement during the Holocene epoch (from 10,000 years ago to the present) or that are underlain or covered by mass wastage debris of that epoch.
e. Slopes having gradients steeper than 80 percent subject to rock fall during seismic shaking.
f. Potentially unstable areas resulting from rapid stream incision, stream bank erosion, and undercutting by wave action.
g. Slopes with a gradient of 40 percent or more with a vertical relief of 10 feet or more, including marine bluffs, except areas composed of consolidated rock. A slope is delineated by establishing its toe and top and is measured by averaging the inclination over at least 10 feet of vertical relief.
3. Seismic Hazard Areas. Seismic hazard areas are lands that, due to a combination of soil and groundwater conditions, are subject to risk of damage as a result of earthquake-induced ground shaking, slope failure, settlement or subsidence, soil liquefaction, or surface faulting. The following are known or suspected seismic hazards:
a. Areas having “high” and “moderate to high” risk of liquefaction as mapped on the Liquefaction Susceptibility and Site Class Maps of Western Washington State by County
published by the Washington State Department
of Natural Resources. These are typically underlain by cohesionless soils of low density typically and must have a low groundwater table.
b. Areas located within one-quarter mile of an active fault as indicated on investigative maps or described in studies by the United States Geologic Survey, Geology and Earth Resources Division of the Washington Department
of Natural Resources, or other documents authorized by government agencies, or identified during site inspection.
c. Those known or suspected landslide hazards referenced in subsection (A)(2) of this section.
4. Mine Hazard Areas. Mine hazard areas are those areas underlain by or affected by mine workings such as adits, gangways, tunnels, drifts, or airshafts, and those areas of probable sinkholes, gas releases, or subsidence due to mine workings. Factors that should be considered include: proximity to development, depth from ground surface to mine working, and geologic material.
5. Volcanic Hazard Areas. Volcanic hazard areas are areas subject to pyroclastic flows, lava flows, debris avalanche, and inundation by debris flows, lahars, mudflows, or related flooding resulting from volcanic activity. Though there are no significant risks identified for the city and immediate surrounding area, other than airborne particulate impacts from an eruption.
6. Tsunami Hazard Areas. Tsunami hazard areas include coastal areas and lake shoreline areas susceptible to flooding, inundation, debris impact, and/or mass wasting as the result of coastal wave action generated by seismic events or other geologic events. Suspected tsunami hazard areas are indicated on the Tsunami Hazard Map of the Anacortes-Whidbey Island Area, Washington: Modeled Tsunami Inundation from a Cascadia Subduction Zone Earthquake.
7. Other Hazard Areas. Geologically hazardous areas may also include areas determined by the Director to be susceptible to other geological events including mass wasting, debris flows, rock falls, and differential settlement.
B. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. The approximate location and extent of geologically hazardous areas are shown on the city of Anacortes geologically hazardous data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and resources providing information on the location and extent of geologically hazardous areas are hereby adopted by reference as amended:
1. Skagit County, Skagit County Potential Landslide and Erosion Areas, 2016;
2. Washington Department
of Ecology Coastal Zone Atlas (for marine bluffs);
3. U.S. Geological Survey geologic maps, landslide hazard maps, and seismic hazard maps;
4. Washington State Department
of Natural Resources seismic hazard maps for Western Washington, including, but not limited to, the Liquefaction Susceptibility and Site Class Maps of Western Washington State by County;
5. Washington State Department
of Natural Resources slope stability maps;
6. Soils maps produced by the U.S. Department
of Agriculture, National Resources Conservation Service;
7. National Oceanic and Atmospheric Administration tsunami hazard maps;
8. Washington Department
of Natural Resources Tsunami Hazard Map, or, as updated, of the Anacortes-Whidbey Island Area, Washington: Modeled Tsunami Inundation from a Cascadia Subduction Zone Earthquake.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. All development activities and uses are prohibited in geologically hazardous areas and their buffers, except as provided for in this chapter, and only when it is demonstrated that the activity will not create undue risk to life, health, and safety.
B. Exemptions and Allowed Activities. Exemptions are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Approvals. Alterations of geologically hazardous areas or associated buffers may only occur pursuant to this chapter, and as determined by a qualified professional with concurrence by a third party review, for activities that:
1. Will not increase the threat of the geological hazard to adjacent properties beyond pre-development conditions;
2. Will not adversely impact other critical areas;
3. Are designed so that the hazard to the project is eliminated or mitigated to a level equal to or less than pre-development conditions; and
4. Are determined to be safe as designed and under anticipated conditions by a qualified professional, licensed in the state of Washington.
D. Mitigation. Proposed mitigation techniques are considered to provide long-term hazard reduction only if they do not require regular maintenance or other actions to maintain their function. Mitigation may be required to avoid any increase in risk above the preexisting conditions, including following abandonment of the activity.
E. Critical Facilities Prohibited. Critical facilities may not be sited within geologically hazardous areas unless there is no other practical alternative.
F. International Building Code. All development must conform to the provisions of the currently adopted International Building Code as amended by the city of Anacortes, including submittal of a critical area report. (Ord. 3064 § 2 (Att. A), 2021)
A. Erosion or Landslide Hazard Areas. Except as otherwise provided in this chapter, only those activities approved and permitted consistent with an approved critical area report in accordance with this chapter are allowed in erosion or landslide hazard areas. Activities must meet the standards of AMC 19.70.425, General development standards, in addition to the specific requirements contained in this section.
1. Standard Buffer. A standard buffer of 50 feet is required from the closest edge of a landslide hazard area. The buffer must be maintained as undisturbed native vegetation, except when alteration of vegetation is approved by the decision-maker as part of the project.
2. Buffer Reduction. The decision-maker may reduce the standard buffer by a maximum of 25 percent when the critical area report demonstrates that all of the following criteria are met:
a. No reasonable alternative to the buffer reduction exists;
b. Modified or reduced buffers, through design and engineering solutions, will provide protection to the proposed development and adjacent properties equal to that of the standard buffer;
c. The development will not increase surface water discharge or sedimentation to adjacent properties beyond pre-development conditions;
d. The development will not decrease slope stability on adjacent properties;
e. The proposed reduction will not adversely impact other critical areas;
f. The critical area report makes recommendations regarding planting of vegetation or other measures to minimize impacts and resist erosion.
g. When a buffer reduction is requested the decision-maker may require, at the applicant’s expense, a third party review of a critical area report by a qualified professional under contract with or employed by the city.
3. Increased Buffer. The standard buffer may be increased by the decision-maker based on a critical area report prepared by a qualified professional that indicates a greater buffer is necessary to protect the proposed development and/or adjacent properties.
4. Alterations.
a. Alterations of a marine bluff or its buffer are prohibited except that minor development to provide public access (e.g., public trails, stairs or viewpoints) may be permitted as regulated in the shoreline master program; provided, that impacts are mitigated and the development can be shown to be safe.
b. Alterations of an erosion or landslide hazard area and/or buffers may only occur for activities for which a critical area report that contains a hazards analysis is submitted which determines that:
i. The activity will not increase surface water discharge or sedimentation to adjacent properties beyond pre-development conditions;
ii. The activity will not decrease slope stability on adjacent properties;
iii. Such alteration will not adversely impact other critical areas or pose a potential threat risk to life, health, and safety.
c. Alterations must be designed to meet the following basic requirements:
i. The proposed alteration must not decrease the slope stability. The factor of safety against landslide occurrences for residential and commercial developments must be one and one-half for static conditions and one and two-tenths for dynamic conditions, unless approved by the decision-maker. Analysis of dynamic conditions must be based on a minimum horizontal acceleration as established by the current version of the International Building Code;
ii. Structures and improvements must be clustered to avoid geologically hazardous areas and other critical areas;
iii. Structures and improvements must minimize alterations to the natural contour of the slope, and foundations must be tiered where possible to conform to existing topography;
iv. Structures and improvements must be located to preserve the most critical portion of the site and its natural landforms and vegetation;
v. The proposed development must not result in greater risk or a need for increased buffers on neighboring properties;
vi. Development must be designed to minimize impervious lot coverage;
vii. The decision-maker may accept an alternative design that deviates from one or more of these standards if a report by a qualified professional demonstrates that greater long-term slope stability can be achieved while meeting all other provisions of this title. The requirement for long-term slope stability must exclude designs that require regular and periodic maintenance to maintain their level of function.
d. Additional Requirements for Alteration of Landslide Hazard Areas and Buffers. Prior to permit issuance, the property owner must sign and record a notice on title, at the owner’s sole expense, a covenant in a form acceptable to the city, which:
i. Acknowledges and accepts the risks of development in the landslide hazard area;
ii. Waives any rights to claims against the city;
iii. Indemnifies and holds harmless the city against claims, losses, and damages; and
iv. Informs subsequent owners of the property of the risks and the covenant.
5. Vegetation Retention and Maintenance. Removal of vegetation from a landslide hazard area or related buffer is prohibited, except when allowed as follows:
a. As part of an approved alteration, that follows the criteria and process outlined in subsection (A)(4) of this section.
b. Normal nondestructive pruning and trimming of vegetation for maintenance purposes or thinning of limbs of individual trees to provide a view corridor when a plan prepared by an ISA-certified arborist is provided and approved by the decision-maker and there are no other critical areas present.
c. All activity proposed on marine bluffs must be regulated and reviewed under the SMP and required shoreline permitting.
6. Seasonal Restriction. Clearing within an erosion or landslide hazard area or buffer may be allowed only from May 1st to October 1st of each year; provided, that the decision-maker may extend or shorten the dry season on a case-by-case basis depending on actual weather conditions and other factors deemed relevant.
7. Utility Lines and Pipes. Utility lines and pipes may be permitted in landslide hazard areas and buffers only when the applicant demonstrates that no other practical alternative is available. The line or pipe must be located above ground and properly anchored and/or designed with the intent to function in the event of an underlying slide.
8. Stormwater Management. Prior to any development activity, a plan for the collection, transport, treatment, and discharge of stormwater in accordance with the requirements of AMC Chapter 19.76, or as amended, and in accordance with the adopted Stormwater Management Manual for Western Washington, must be submitted meeting the following requirements:
a. All infiltration systems, such as stormwater detention and retention facilities, and curtain drains utilizing buried pipe or French drains, are prohibited in landslide hazard areas and their buffers unless the critical area report determines such facilities or systems will not adversely affect slope stability.
b. Stormwater may not be directed across the face of a landslide hazard or related buffer (including marine bluffs or ravines) except as follows:
i. Stormwater may be discharged at flow durations matching predeveloped conditions, with adequate energy dissipation, into existing channels that previously conveyed stormwater runoff in the predeveloped state;
ii. Stormwater may be dispersed upslope of the landslide hazard area onto a low-gradient undisturbed buffer demonstrated to be adequate to infiltrate all surface and stormwater runoff, if the critical area report determines such facilities or systems will not adversely affect slope stability;
iii. If demonstrated that no other practical alternative is available, stormwater may be discharged from the hazard area into adjacent waters, provided it is collected above the hazard and directed to the water by a tight line drain (constructed of high-density polyethylene pipe with fuse-welded joints, or similar product that is technically equal or superior) and provided with an energy dissipating device at the point of discharge.
9. Prohibited Development. On-site sewage disposal systems, including drain fields, are prohibited within erosion and landslide hazard areas and related buffers.
10. Subdivisions.
a. The division of land in landslide hazard areas and associated buffers is subject to the following:
i. Land that is located wholly within a landslide hazard area or its buffer may not be subdivided. Land that is located partially within a landslide hazard area or its buffer may be divided; provided, that each resulting lot has sufficient buildable area outside of, and will not affect, the landslide hazard or its buffer;
ii. Access roads and utilities may be permitted within the landslide hazard area and associated buffers if the decision-maker determines that no other feasible alternative exists, and if the critical area report determines such development will not adversely affect slope stability.
b. Division of land within erosion hazard areas must comply with the following additional requirements:
i. Except as otherwise provided in this section, existing vegetation must be retained on all lots until building permits are approved for development on individual lots;
ii. If any vegetation on the lots is damaged or removed during construction of the subdivision infrastructure, the applicant must implement a revegetation plan in those areas that have been impacted prior to final inspection of the site development permit or the issuance of any building permit for the subject property;
iii. Clearing of vegetation on individual lots may be allowed prior to building permit approval if the decision-maker determines that:
(1) Such clearing is a necessary part of a large-scale grading plan,
(2) It is not feasible to perform such grading on an individual lot basis, and
(3) Stormwater output from the graded area will meet established water quality standards.
B. Seismic Hazard Areas.
1. Activities proposed to be located in seismic hazard areas must meet the standards of AMC 19.70.425(B) and 19.70.425(E).
C. Mine Hazard Areas.
1. Activities proposed to be located in mine hazard areas must meet the standards of AMC 19.70.425, General development standards, and the specific following requirements:
a. Alterations. Alterations of a mine hazard area and/or buffer are allowed, as follows:
i. All alterations are permitted within a mine hazard area with a low potential for subsidence,
ii. Within a mine hazard area with a moderate potential for subsidence and at coal mine byproduct stockpiles, all alterations are permitted subject to a mitigation plan to minimize risk of structural damage using appropriate criteria to evaluate the proposed use, as recommended in the hazard analysis, and
iii. Within a mine hazard area with a severe potential for subsidence only those activities allowed in AMC 19.70.040, Exempt activities, will be allowed.
b. Subdivisions. The division of land in mine hazard areas and associated buffers is subject to the following:
i. Land that is located within 200 feet of a mine hazard area with a severe potential for subsidence may not be subdivided. Land that is located partially within a mine hazard area may be divided; provided, that each resulting lot has sufficient buildable area that is 200 feet away from the mine hazard area with a severe potential for subsidence. Land that is located within a mine hazard area with a low or moderate potential for subsidence may be subdivided;
ii. Access roads and utilities may be permitted within 200 feet of a mine hazard area with a moderate or severe potential for subsidence if the city determines that no other feasible alternative exists.
c. Reclamation Activities. Reclamation activities must conform to the provisions in Chapter 332-18 WAC, Surface Mine Reclamation. For all reclamation activities, including grading, filling, and stockpile removal, as-built drawings must be submitted to the city in a format specified by the decision-maker.
D. Tsunami Hazard Areas.
1. Nonresidential activities on sites containing areas susceptible to inundation due to tsunami hazards must provide an evacuation and emergency management plan.
2. The construction of structures designated Risk Categories III and IV as specified under currently adopted IBC are prohibited within a tsunami hazard area, except that:
a. A vertical evacuation tsunami refuge may be permitted to be located in a tsunami hazard zone provided it is constructed in accordance with FEMA P646;
b. Community critical facilities may be permitted to be located within a tsunami hazard zone when such a location is necessary to fulfill their function, provided suitable structure and emergency evacuation measures have been incorporated. (Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for Geologically Hazardous Areas. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, reports must also include the applicable information outlined in this section.
B. Third Party Review Required. Critical areas reports on geologically hazardous areas are subject to third party review at the owner’s sole expense as provided in AMC 19.70.115(B) and in any of the following circumstances:
1. A buffer reduction or alteration of a landslide hazard area is proposed.
C. Minimum Report Contents for Geologically Hazardous Areas. The written critical area report(s) must contain the following information, at minimum:
1. The report must generally follow the Washington State Department
of Licensing Guidelines for Preparing Engineering Geology Reports in Washington (2006) and at a minimum report contents required per AMC 19.70.115, Critical area report;
2. A detailed overview of the field investigations, exploration locations, site photos, published data and references; data and conclusions from past assessments of the site; investigations or studies that support the identification of geologically hazardous areas;
3. A description of the methodologies used to conduct the geologically hazardous areas evaluations, classification, hazards assessments, and/or analyses of the proposal impacts, including references.
4. Assessment of Geological Characteristics. The assessment must include the following:
a. Classification of the type of geologic hazard(s) present in accordance with AMC 19.70.415, Designation;
b. An assessment of the geologic characteristics of the soils, sediments, and/or rock of the project area and potentially affected adjacent properties, and a review of the site history regarding landslides, erosion, and prior grading. Soils analysis must be accomplished in accordance with accepted classification systems in use in the region;
c. A description of load intensity, surface and groundwater conditions, public and private sewage disposal systems, fills, excavations, and all structural development;
d. A description of the extent and type of vegetative cover; and
e. An analysis of proposed surface and subsurface drainage, and the vulnerability of the site to erosion.
5. Analysis of Proposal. The report must include a detailed description of the project, its relationship to the geologic hazard(s), and its potential impact upon the hazard area, the project, the subject property, and affected adjacent properties.
6. Minimum Buffer and Building Setback. The report must make a recommendation for the minimum no-disturbance buffer and minimum building setback from any geologic hazard based upon the geotechnical analysis.
7. Additional Technical Information Requirements for Specific Hazards.
a. Erosion and Landslide Hazard Areas. The technical information required in a critical area report for a project within an erosion or landslide hazard area must also include the following:
i. An estimate of the present stability of the subject property, the stability of the subject property during construction, the stability of the subject property after all development activities are completed, and a discussion of the relative risks and slide potential relating to adjacent properties during each stage of development, including the effect of construction and placement of structures, clearing, grading, and removal of vegetation will have on the slope over the estimated life of the structures. Quantitative analysis of static and seismic slope stability, modeling, and/or seismic displacement analysis may be required by the decision-maker;
ii. A trend analysis of prior rates of erosion, if available;
iii. Consideration of the run-out hazard of landslide debris and/or the impacts of landslide run-out on downslope properties;
iv. Recommendations for stormwater improvements, locations and methods of erosion control, vegetation management, and/or other means for maintaining long-term soil stability;
v. Parameters for design of site improvements including appropriate foundations and retaining structures. These should include allowable load and resistance capacities for bearing and lateral loads, installation considerations, and estimates of settlement performance;
vi. Earthwork recommendations including clearing and site preparation criteria, fill placement and compaction criteria, temporary and permanent slope inclinations and protection, and temporary excavation support, if necessary; and
vii. Recommendations for mitigation measures to be implemented in order to minimize the risk to the site and adjacent properties, including slope stabilization measures, if appropriate.
b. Seismic Hazard Areas. The technical information required in a critical area report for a project within a seismic hazard area must also include the following:
i. A complete discussion of the potential impacts of seismic activity on the site (for example, liquefaction, lateral spreading, fault rupture);
ii. An evaluation of the subsurface soil and groundwater profile, physical properties of the subsurface profiles, and the liquefaction potential of the site;
iii. Recommendations for mitigation measures to be implemented in order to minimize the risk to the project, and adjacent properties if appropriate.
c. Tsunami Hazard Areas. The technical information required in a critical area report for a project within a tsunami hazard area must also include:
i. A discussion of the potential impacts of the tsunami hazard on the site;
ii. Recommendations as to structure construction techniques including but not limited to the use of coastal high hazard performance standards; and
iii. For all development other than single lot, single-family residences, an emergency management plan including plans for emergency building exit routes, site evacuation routes, emergency training, notification of local emergency management officials, and an emergency warning system.
d. Marine Bluffs. A geotechnical engineering report will be required when development is proposed within 50 feet (in all directions) of or to the crest of a marine bluff, or a distance equal to the height of the slope up to a distance of 100 feet from the crest (measured from the top), whichever is greater.
i. The report must be based on best available science, existing and proposed uses, risks of slope failure, and coastal erosion rates over the last 75 years, if applicable.
ii. All proposed development on a marine bluff or in the required buffer must be prohibited, except as may be allowed per AMC Chapter 19.72, Shorelines, and applicable shoreline master program development regulations for marine bluffs, or minor development to provide public access (e.g., public trails, stairs or view points); provided, that impacts are mitigated and the development can be shown to be safe.
D. All Geologically Hazardous Areas. The Director may require additional information deemed necessary to adequately review the proposal.
1. Site and Construction Plans. The critical area submittal for geologically hazardous areas must include a copy of the site plans for the proposal, drawn at an engineering scale, showing:
a. The type and extent of geological hazard areas, any other critical areas, and recommended and required buffers on, adjacent to, off site within 200 feet of, or that are likely to impact or be affected by the proposal;
b. Proposed development, including the location of existing and proposed structures, fill, clearing limits, significant trees to be removed, vegetation to be removed, proposed material stockpile locations, and stormwater management facilities;
c. The topography, in two-foot contours, of the project area and all hazard areas addressed in the report;
d. Height of slope, slope gradient, and cross-section of the project area indicating the stratigraphy of the site;
e. The location of springs, seeps, or other surface expressions of groundwater on or off site within 200 feet of the project area or that have the potential to affect or be affected by the proposal;
f. The location and description of surface water on or off site within 200 feet of the project area or that has the potential to be affected by the proposal. (Ord. 3064 § 2 (Att. A), 2021)
A. Critical aquifer recharge areas provide the public with clean, safe, and available drinking water and contribute base flows to protect aquatic resources. Once groundwater is contaminated or depleted, it is difficult, costly, and sometimes impossible to clean up or to recharge.
B. The purpose of this article is to protect critical aquifer recharge areas from degradation or depletion resulting from new and redeveloping land use activities. Due to the potential vulnerability of groundwater underlying certain aquifer recharge areas to contamination and the importance of such groundwater as sources of public water supply, it is the intent of this article to safeguard groundwater resources by mitigating or precluding future discharges of contaminants from new development activities and redevelopment activities. (Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. The provisions of this article apply to regulated facilities that are within or adjacent to those portions of the city of Anacortes designated as critical aquifer recharge areas on the city of Anacortes critical areas map. Regulated activities/facilities are defined as those commercial, industrial and home occupation uses that:
1. Process or handle hazardous materials in regulated quantities; and
2. Treat or store regulated quantities of hazardous materials.
B. Hazardous Materials Questionnaire Required. Applications for development or redevelopment of regulated facilities within the boundaries of critical aquifer recharge areas must be accompanied by a completed hazardous materials questionnaire to determine the regulatory status of the applicant facility. The decision-maker must review the questionnaire to determine whether the facility is regulated under this chapter. If it is determined that the proposal includes a regulated facility that processes, handles, treats, and/or stores hazardous substances as defined by this chapter, the applicant must submit a critical area report pursuant to this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. Critical aquifer recharge areas include:
1. Areas served by groundwater which have been designated as a “sole source aquifer area” under the Federal Safe Drinking Water Act;
a. Areas within a “closed” or “low-flow” stream watershed designated by the Department
of Ecology pursuant to RCW Chapter 90.22;
b. Areas designated as “wellhead protection areas” pursuant to Chapter 246-290 WAC and the groundwater contribution area pursuant to WAC 246-291-125(3)(d)(iii) or otherwise recognized by the Director as needing wellhead protection. Wellhead protection areas include, for the purpose of this regulation, the identified recharge areas associated with:
i. The 10-year groundwater time-of-travel for all Group A public water supply wells; or
ii. The five-year groundwater time-of-travel for all Group B public water supply wells with a wellhead protection plan filed with the Skagit County Health Department
; or
iii. Plats serviced by five or more individual wells where the average lot size is equal to or less than two acres for which a wellhead protection plan has been completed and filed with the Skagit County Health Department
; or
iv. The 1,000-foot radius for individual private drinking water supply wells, as identified by map criterion in AMC 19.70.525.
B. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. The approximate location and extent of critical aquifer recharge areas are shown on the city of Anacortes critical aquifer recharge area data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and resources providing information on the location and extent of critical aquifer recharge areas are hereby adopted by reference as amended:
1. Areas with soils that have moderate to rapid permeability (greater than two inches per hour) as listed in Table 14 of the Soil Survey of Skagit County.
2. Source for identifying drinking water supply wells identified by agencies such as Washington Department
of Ecology and Skagit County Health Department
.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. Regulated activities/facilities may be permitted in a critical aquifer recharge area only if the applicant can demonstrate that the proposed activity will not cause contaminants to enter the aquifer and that the proposed activity will not adversely affect the recharging of the aquifer.
B. The proposed regulated activity must comply with the water source protection requirements and recommendations of the Federal Environmental Protection Agency, State Department
of Health, and the Skagit County Health Department
.
C. Storage Tank Permits. The city of Anacortes specifically regulates and authorizes permits for underground storage tanks pursuant to the International Fire Code and this chapter. The Washington Department
of Ecology also regulates and authorizes permits for underground storage tanks (Chapter 173-360 WAC). The Anacortes Fire Department
regulates and authorizes permits for the removal of underground storage tanks.
D. Owners and operators of facilities with existing underground storage tanks that are located within a critical aquifer recharge area must comply with all release detection requirements as specified in Chapter 173-360 WAC.
E. Spreading or Injection of Reclaimed Water. Water reuse projects for reclaimed water must be in accordance with the adopted water or sewer comprehensive plans that have been approved by the Washington Department
of Ecology and Skagit County Health Department
.
1. Surface spreading must meet the groundwater recharge criteria given in RCW 90.46.010(10) and 90.46.080.
2. Direct injection must be in accordance with the standards developed by authority of RCW 90.46.042.
F. Prohibited Activities and Land Uses. The following land uses and activities for new development or redevelopment are prohibited within or adjacent to critical aquifer recharge areas:
1. Landfill activities as defined in Chapters 173-304 and 173-351 WAC;
2. All underground injection wells as defined in Chapter 173-218 WAC;
3. Disposal of hazardous or dangerous wastes;
4. Mining, including:
a. Metals and hard rock mining;
b. Sand and gravel mining are prohibited in critical aquifer recharge areas determined to be highly susceptible or vulnerable unless a stormwater quality management plan is approved and followed by the applicant;
5. Wood Treatment Facilities. Wood treatment facilities that allow any portion of the treatment process to occur over permeable surfaces (both natural and manmade);
6. Storage, processing, or disposal of radioactive substances;
7. Dry cleaning establishments using the solvent perchlorethylene; and
8. Other:
a. Activities that would significantly reduce the recharge to aquifers currently or potentially used as a potable water source;
b. Activities that would significantly reduce the recharge to aquifers that are a source of significant baseflow to a regulated stream;
c. Activities that are not connected to an available sanitary sewer system are prohibited from critical aquifer recharge areas associated with sole source aquifers. (Ord. 3064 § 2 (Att. A), 2021)
A. The following mitigation measures, as applicable, are required for development of regulated facilities within a critical aquifer recharge area:
1. Floor drains must not be allowed to drain to the stormwater system and must be designed and installed to meet the Uniform Plumbing Code (UPC) Section 303.
2. If any roof venting carries contaminants, then the portion of the roof draining this area must go through pretreatment pursuant to UPC Section 304(b).
3. All nonresidential vehicle washing must be self-contained or be discharged to a sanitary sewer system, if approved by the sewer utility, and is subject to UPC Sections 708 and 711.
4. Utilize integrated pest management (IPM) practices for pest control and best management practices (BMPs) for the use of fertilizers as described by the Skagit County Local Hazardous Waste Management Program.
5. Facilities Installing New Underground Tanks. All new underground storage facilities used or to be used for the underground storage of hazardous substances or hazardous wastes must meet the requirements of Chapter 173-360 WAC and be designed and constructed so as to:
a. Prevent releases due to corrosion or structural failure for the operational life of the tank;
b. Be protected against corrosion, constructed of noncorrosive material, steel clad with a noncorrosive material, or designed to include a secondary containment system to prevent the release or threatened release of any stored substance; and
c. Use material in the construction or lining of the tank which is compatible with the substance to be stored.
6. Above-Ground Tanks. All new above-ground storage facilities/tanks containing hazardous substances within a critical aquifer recharge area must be constructed, installed, used and maintained to:
a. Prevent the release of a hazardous substance to the ground, or groundwater;
b. Include an impervious containment area enclosing or underlying the tank or part thereof;
c. Include a secondary containment system either built into the tank structure or a dike system built outside the tank. The secondary containment system or dike system must have a capacity of at least 110 percent of the primary tank and conform to the requirements of UFC Chapter 7902.2.
7. Vehicle Repair and Servicing.
a. Commercial vehicle repair and servicing must be conducted over impermeable pads and within a covered structure capable of withstanding normally expected weather conditions. Chemicals used in the process of vehicle repair and servicing must be stored in a manner that protects them from weather and provides containment should leaks occur.
b. Dry wells are not allowed on sites used for vehicle repair and servicing. Dry wells existing on the site prior to facility establishment must be abandoned using techniques approved by the state Department
of Ecology prior to commencement of the proposed activity.
8. Additional protective measures may be required if deemed necessary by the city of Anacortes.
9. State and Federal Regulations. The uses listed below will be conditioned as necessary to protect critical aquifer recharge areas in accordance with the applicable state and federal regulations.
Statutes, Regulations and Guidance Pertaining to Groundwater Impacting Activities
Activity | Statute – Regulation – Guidance |
|---|---|
Above-Ground Storage Tanks | WAC 173-303-640 |
Animal Feedlots | |
Automobile Washers | Chapter 173-216 WAC, Best Management Practices for Vehicle and Equipment Discharges (WDOE WQ-R-95-56) |
Below-Ground Storage Tanks | Chapter 173-360 WAC |
Chemical Treatment Storage and Disposal Facilities | Chapter 173-303 WAC |
Hazardous Waste Generator (Boat Repair Shops, Biological Research Facility, Dry Cleaners, Furniture Stripping, Motor Vehicle Service Garages, Photographic Processing, Printing and Publishing Shops, etc.) | Chapter 173-303 WAC |
Injection Wells | |
Junk Yards and Salvage Yards | Chapter 173-304 WAC, Best Management Practices to Prevent Stormwater Pollution at Vehicle Recycler Facilities (WDOE 94-146) |
Oil and Gas Drilling | WAC 332-12-450, Chapter 173-218 WAC |
Wastewater Facilities | Chapter 173-240 WAC |
On-Site Sewage Systems (< 3,500 gal/day) | Chapter 246-272A WAC, Local Health Ordinances |
Large On-Site Sewage Systems (3,500 to 1,000,000 gal/day) | Chapter 246-272B WAC, State Health Ordinances |
Pesticide Storage and Use | Chapter 17.21 RCW |
Sawmills | Chapter 173-303 WAC, Chapter 173-304 WAC, Best Management Practices to Prevent Stormwater Pollution at Log Yards (WDOE 95-53) |
Solid Waste Handling and Recycling Facilities | Chapter 173-304 WAC |
Surface Mining | Chapter 332-18 WAC |
Wastewater Application to Land Surface | Chapter 173-200 WAC, Chapter 173-216 WAC, WDOE Land Application Guidelines, Best Management Practices for Irrigated Agriculture |
(Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for CARAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, CARA reports must also include the applicable information outlined in this section.
B. Minimum Report Contents. A critical area report must include a hydrogeologic assessment including, but not limited to, the following:
1. Information sources;
2. Geologic and hydrologic setting including available recharge, permeability/transmissivity information;
3. Available well logs, borings, seeps/springs within 1,000 feet of the project area;
4. Available water quality information;
5. Groundwater depth, flow direction and gradient based on available information;
6. Surface water location and recharge potential;
7. Water source supply to the site;
8. Any sampling schedules necessary;
9. Discussion of the effects of the proposed project on the groundwater resources;
10. Description of potential mitigation measures, should it be determined that the proposed project may have an adverse impact on groundwater resources; and
11. Other information as required by the city.
C. If the hydrogeologic assessment determines that the facility will have no effect on groundwater resources, the facility is exempt from the development standards requirements in AMC 19.70.535.
D. If the hydrogeologic assessment determines that the facility could have an effect on groundwater resources, the decision-maker will require implementation of applicable development standards in AMC 19.70.535. (Ord. 3064 § 2 (Att. A), 2021)
A. Frequently flooded areas perform important hydrologic functions and may present a risk to persons and property.
B. It is the purpose of this chapter to promote the public health, safety and general welfare, and to minimize public and private losses due to flood conditions in specific areas caused by flooding, while protecting the functions and values of floodplains, including special consideration for anadromous fish habitat in combination with the provisions for fish and wildlife habitat conservation areas in this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. Frequently flooded areas include those areas established as special flood hazard areas under AMC Chapter 19.74, Floodplain Management, including those areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report entitled “The Flood Insurance Study for the City of Anacortes”
dated March 17, 2003, and any revisions thereto, with accompanying flood insurance rate maps (FIRM), and any revisions thereto. The best available information for flood hazard area identification as outlined in AMC Chapter 19.74, Floodplain Management, is the basis for regulation until a new FIRM is issued that incorporates the data utilized under AMC Chapter 19.74, Floodplain Management.
B. Tsunami hazard areas are designated as geologically hazardous areas per AMC 19.70.415 and are subject to applicable development regulations outlined in AMC 19.70.425 and 19.70.430.
C. Climate change and sea level rise are affecting many coastal communities and some within Puget Sound. Applicants are urged to become familiar with potential impacts of climate change and sea level rise if development is proposed near the marine shoreline or associated low-lying areas. (Ord. 3064 § 2 (Att. A), 2021)
A. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. All development proposals must comply with AMC Chapter 19.74, Floodplain Management, for general and specific flood hazard protection.
B. Development may not reduce the base flood water storage ability. Construction, grading or other regulated activities that would reduce the flood water storage ability must be mitigated by creating compensatory storage on or off site.
C. Alteration of Watercourses.
1. Projects that will relocate a watercourse must also submit a request for conditional letter of map revision, where required by FEMA. The project may not be approved unless FEMA issues the CLOMR (which requires ESA consultation) and the provisions of the letter are made part of the permit requirements.
2. The decision-maker must notify adjacent communities (if applicable) and the Department
of Ecology prior to any alteration or relocation of a watercourse, and submit evidence of such notification to FEMA.
3. Maintenance must be provided within the altered or relocated portion of said watercourse so that flood carrying capacity is not diminished. If the maintenance program does not call for cutting of native vegetation, the system must be oversized at the time of construction to compensate for said vegetation growth or any other natural factor that may need future maintenance.
D. Base flood data and flood hazard notes must be shown on the face of any recorded plat or binding site plan, including, but not limited to, base flood elevations, flood protection elevation, boundary of floodplain, and zero rise floodway.
E. All development must conform to the provisions of the currently adopted International Building Code, including submittal of a critical area report. (Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for FFAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, FFA reports must also include the applicable information outlined in this section.
B. Minimum Report Contents. A critical area report must include a habitat assessment prepared in accordance with Regional Guidance for Floodplain Habitat Assessment and Mitigation (FEMA Region X, 2013), or as hereafter amended. The assessment must determine if the project would adversely affect:
1. The primary constituent elements identified when a species is listed as threatened or endangered;
2. Essential fish habitat designated by the National Marine Fisheries Service;
4. Vegetation communities and habitat structures;
5. Water quality;
6. Water quantity, including flood and low flow depths, volumes and velocities;
7. The channel’s natural planform pattern and migration processes;
8. Spawning substrate, if applicable; and/or
9. Floodplain refugia, if applicable.
C. If the assessment concludes that the activity is expected to have an adverse effect on water quality and/or aquatic or riparian habitat or habitat functions, the project must be designed in a way to offset those impacts. Project mitigation will not be permitted in accordance with Regional Guidance for Floodplain Habitat Assessment and Mitigation
, FEMA Region X, 2013.
D. The following activities do not require completion of a habitat assessment:
1. Repair of existing building in its existing footprint, including damage by fire or other casualties unless the repair constitutes substantial improvement or is necessitated by substantial damage;
2. Removal of noxious weeds;
3. Replacement of nonnative vegetation with native vegetation;
4. Ongoing activities such as lawn and garden maintenance;
5. Removal of hazard trees;
6. Normal maintenance of public utilities and facilities;
7. Restoration or enhancement of floodplains, riparian areas and streams that meets federal and state standards. (Ord. 3064 § 2 (Att. A), 2021)
Environment
Unless specifically defined below, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reasonable application.
“Adjacent/regulated slopes” means within 100 feet of the project site boundaries.
A. This chapter applies to any land disturbing activity that requires a permit under this title.
B. Exemptions. The following activities are exempt from the requirements of this chapter:
A. This chapter applies to all clearing, grubbing, and grading.
B. Exemptions. This chapter does not apply to the following actions, unless in the vicinity of a critical area:
“Adjacent” means areas adjacent to critical areas must be considered to be within the jurisdiction of these requirements and regulations to support the intent of this title and ensure protection of the functions and values of critical areas. “Adjacent” must include lands within a distance equal to the required buffer for the critical area as determined by the provisions of this chapter.
“Anadromous fish” means fish that spawn and rear in freshwater and mature in the marine environment. While Pacific salmon die after their first spawning, adult char (bull trout) can live for many years, moving in and out of saltwater and spawning each year. The life history of Pacific salmon and char contains critical periods of time when these fish are more susceptible to environmental and physical damage than at other times. The life history of salmon, for example, contains the following stages: upstream migration of adults, spawning, inter-gravel incubation, rearing, smoltification (the time period needed for juveniles to adjust their body functions to live in the marine environment), downstream migration, and ocean rearing to adults.
“Aquifer” means a body of soil or rock that contains sufficient saturated material to conduct groundwater and yield usable quantities of groundwater to wells or springs.
“Averaging” means establishing the required buffer setback from a critical area, within the permitted parcel of land only, so that areas within the parcel determined to be more environmentally sensitive than others will have a larger buffer than the less sensitive areas. For every increase in setback for one area of the parcel, there will be an equal corresponding decrease in another area of the parcel. The total land area within the buffer must remain the same as if the buffer were a uniform width.
“Base flood” means a flood having a one percent chance of being equaled or exceeded in any given year, often referred to as the “100-year flood.”
“Base flood elevation” means the water surface elevation of the base flood in relation to the North American Vertical Datum of 1988. The Anacortes FIRMs still make reference to the 1929 National Geodetic Vertical Datum (NGVD). While using NAVD is acceptable, please recognize that surveyors and designers will need to convert the datum when preparing plans. FEMA elevation certificates require the use of the datum utilized on the FIRMs.
“Best available science” means current scientific information used in the process to designate, protect, or restore critical areas that is derived from a valid scientific process as defined by WAC 365-195-900 through 365-195-925. Sources of best available science are included in “Citations of Recommended Sources of Best Available Science for Designating and Protecting Critical Areas” published by the Washington State Department of Commerce.
“Best management practices (BMPs), critical areas” means physical or structural tools and/or management practices which, when used singularly or in combination, prevent or reduce adverse impacts to critical areas or their buffers.
“Buffer” is an area contiguous to a critical area that is required to protect the critical area and provide for the continued maintenance, functioning, and/or structural stability of a critical area.
“Critical aquifer recharge areas” are areas with a critical recharging effect on aquifers used for potable water, including areas where an aquifer that is a source of drinking water is vulnerable to contamination that would affect the potability of the water, or is susceptible to reduced recharge.
“Critical areas” means critical aquifer recharge areas, fish and wildlife habitat conservation areas, frequently flooded areas, geologically hazardous areas, streams, and wetlands, as defined in this chapter.
“Development” means any human-made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials.
“Ditches” are artificial drainage features created through purposeful human action, such as irrigation and drainage ditches, grass-lined swales, and canals. Purposeful creation from uplands must be demonstrated through documentation, photographs, statements, and/or other evidence in order to be unregulated by this chapter.
“Enhancement” means an action which increases the functions and values of a stream, wetland, or other critical area or buffer.
“Erosion” means the process by which soil particles are mobilized and transported by natural agents such as wind, rain-splash, frost action or surface water flow.
“Erosion hazard areas” are those areas containing soils which, according to the United States Department of Agriculture Natural Resources Conservation Service Soil Survey Program, may experience significant erosion. “Erosion hazard areas” also include coastal erosion-prone areas and channel migration zones.
“Federal Emergency Management Agency (FEMA) floodway” means the channel of the stream and that portion of the adjoining floodplain which is necessary to contain and discharge the base flood flow without increasing the base flood elevation more than one foot.
“Fish and wildlife habitat conservation areas” are areas that serve a critical role in sustaining needed habitats and species for the functional integrity of the ecosystem, and which, if altered, may reduce the likelihood that the species will persist over the long term. As defined in AMC 19.70.310.
“Floodplain” means the total area subject to inundation by the base flood.
“Floodway, zero rise” means the channel of a stream and that portion of the adjoining floodplain which is necessary to contain and discharge the base flood flow without any measurable increase in flood height. A measurable increase in base flood height means a calculated upward rise in the base flood elevation, equal to or greater than 0.01 foot, resulting from a comparison of existing conditions and changed conditions directly attributable to development in the floodplain. This definition is broader than that of the FEMA floodway, but always includes the FEMA floodway. The boundaries of the 100-year floodplain, as shown on the current flood insurance study for the city of Anacortes, are considered the boundaries of the zero rise floodway unless otherwise delineated by a critical area study.
“Frequently flooded areas” are lands in the floodplain subject to at least a one percent or greater chance of flooding in any given year, or within areas subject to flooding due to high groundwater, high tides, with strong winds, sea level rise, and extreme weather events resulting from global climate change. These areas include but are not limited to streams, rivers, lakes, coastal areas, wetlands, and areas where high groundwater forms ponds on the ground surface.
“Functions and values” means the beneficial services provided by critical areas to society, including, but not limited to, improving and maintaining water quality, providing fish and wildlife habitat, supporting terrestrial and aquatic food chains, reducing flooding and erosive flows, wave attenuation, historical or archaeological importance, educational opportunities, and recreation. These beneficial roles are not listed in order of priority.
“Geologically hazardous areas” means areas that because of their susceptibility to erosion, sliding, earthquake, or other geological events, are not suited to the siting of commercial, residential, or industrial development consistent with public health or safety concerns.
“Groundwater” means water in a saturated zone or stratum beneath the surface of the land or below a surface water body.
“Habitats of local importance” designated as fish and wildlife habitat conservation areas include those areas found to be locally important by the city of Anacortes.
“Hazard tree” means any tree determined by an International Society of Arboriculture (ISA) certified arborist to be a hazard to people or property as a result of a risk assessment conducted according to ISA guiding principles.
“In-lieu-fee program” means an agreement between a regulatory agency (state, federal or local) and a single sponsor, generally a public natural resource agency or nonprofit organization. Under an in-lieu-fee agreement, the mitigation sponsor collects funds from an individual or a number of individuals who are required to conduct compensatory mitigation required under a wetland regulatory program. The sponsor may use the funds pooled from multiple permittees to create one or a number of sites under the authority of the agreement to satisfy the permittees’ required mitigation.
“Landslide” means an episodic downslope movement of a mass including, but not limited to, soil, rock or snow.
“Landslide hazard areas” are areas at risk of mass movement due to a combination of geologic, topographic, and hydrologic factors.
“Mine hazard areas” are those areas directly underlain by, adjacent to, or affected by mine workings such as adits, tunnels, drifts, or airshafts, and those areas probable to sink holes, gas releases, or subsidence due to mine workings.
“Mitigation” means avoiding, minimizing, or compensating for adverse critical areas impacts, using the sequential order of preference listed in AMC 19.70.125, Mitigation requirements.
“Monitoring” means evaluating the impacts of development proposals on biologic, hydrologic and geologic systems and assessing the performance of required mitigation through the collection and analysis of data for the purpose of understanding and documenting changes in natural ecosystems, functions and features including, but not limited to, gathering baseline data.
“Native growth protection area/easement” (NGPA/E) means an easement granted for the protection of native vegetation within a sensitive area or its associated buffer. The easement should be recorded on the appropriate documents of title and filed with the county records division.
“Native vegetation” means plant species that occur naturally in a particular region or environment and were present before European colonization.
“Normal appurtenances” means those structures secondary to a primary use that are common to and do not constitute a special privilege. Examples for residential uses include garages, decks, driveways, utilities, and fences.
“Noxious weed” means any plant which is highly destructive, competitive, or difficult to control by cultural or chemical practices, limited to those plants on the state noxious weed list contained in Chapter 16-750 WAC and those regulated by Skagit County.
“Primary association” means the fundamental link between a species and land or aquatic area where anadromous fish, endangered, threatened or sensitive species breed or feed.
“Repair” or “maintenance” means an activity that restores the character, scope, size, and design of a serviceable area, structure, or land use to its previously authorized and undamaged condition. Activities that change the character, size, or scope of a project beyond the original design and drain, dredge, fill, flood, or otherwise alter critical areas are not included in this definition.
“Riparian management zone” means the area that has the potential to provide full riparian functions. This area occurs within one 200-year site potential tree height measured from the edge of the stream channel. In situations where a channel migration zone is present, the RMZ occurs within one SPTH200 measured from the outer edge of the CMZ. In places where the SPTH200 is less than 100 feet, the RMZ is set at 100 feet to provide for the pollution removal function.
“Restoration” means measures taken to restore an altered or damaged natural feature, including: (1) active steps taken to restore damaged wetlands, streams, protected habitat, or their buffers to the functioning condition that existed prior to an unauthorized alteration; and (2) actions performed to reestablish structural and functional characteristics of a critical area that have been lost by alteration, past management activities, or catastrophic events.
“Seismic hazard areas” are areas subject to severe risk of damage as a result of earthquake-induced ground shaking, slope failure, settlement, soil liquefaction, debris flows, lahars, or tsunamis.
“Shoreline jurisdiction” means all marine waters along Puget Sound, streams and rivers with an annual mean flow of more than 20 cubic feet per second, lakes greater than 20 acres in size, shorelands adjacent to these water bodies, and associated wetlands.
“Significant tree” means a deciduous or evergreen tree greater than six inches in diameter at five feet above grade.
“Site potential tree height” (SPTH200) means the average maximum height of the tallest dominant trees at age 200 for a given place’s soils site class. WDFW provides SPTH200 based on soil surveys at: https://gispublic.dfw.wa.gov/arcgis/rest/services/SPTH/SitePotentialTreeHeightPublic/MapServer.
“Slope” means an inclined ground surface, the inclination of which is expressed as a ratio or percentage of vertical distance to horizontal distance by the following formula: ((vertical distance / horizontal distance) x 100) = % slope.
“Special flood hazard area” means the land in the floodplain that is subject to a one percent or greater chance of flooding in any given year. Designation on maps always includes the letters A or V.
“Species of local importance” are those species that are of local concern designated by the city due to their population status or their sensitivity to habitat manipulation.
“Unavoidable impacts” means adverse impacts that remain after all appropriate and practicable avoidance and minimization have been achieved.
“Volcanic hazard areas” include areas subject to pyroclastic flows, lava flows, and inundation by debris flows, lahars, mudflows, or related flooding from volcanic activity.
“Watercourse” (or “river” or “stream”) means any portion of a stream or river channel, bed, bank, or bottom waterward of the ordinary high water line of waters of the state. “Watercourse” also means areas in which fish may spawn, reside, or pass, and tributary waters with defined bed or banks that influence the quality of habitat downstream. “Watercourse” also means waters that flow intermittently or that fluctuate in level during the year, and the term applies to the entire bed of such waters whether or not the water is at peak level. A watercourse includes all surface-water-connected wetlands that provide or maintain habitat that supports fish life. This definition does not include irrigation ditches, canals, stormwater treatment and conveyance systems, or other entirely artificial watercourses, except where they exist in a natural watercourse that has been altered by humans.
“Wetland” or “wetlands” means those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. “Wetlands” generally include swamps, marshes, bogs, and similar areas. “Wetlands” do not include those artificial wetlands intentionally created from nonwetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales, canals, detention facilities, wastewater treatment facilities, farm ponds, and landscape amenities, or those wetlands created after July 1, 1990, that were unintentionally created as a result of the construction of a road, street, or highway. “Wetlands” include those artificial wetlands intentionally created from nonwetland areas to mitigate conversion of wetlands.
“Wetland mitigation bank” means a site where wetlands are restored, created, enhanced, or, in exceptional circumstances, preserved, expressly for the purpose of providing compensatory mitigation in advance of unavoidable impacts to wetlands or other aquatic resources that typically are unknown at the time of certification to compensate for future, permitted impacts to similar resources.
“Wetland mosaic” means an area with a concentration of multiple small wetlands, in which each patch of wetland is less than one acre; on average, patches are less than 100 feet from each other; and areas delineated as vegetated wetland are more than 50 percent of the total area of the entire mosaic, including uplands and open water. (Ord. 4025 § 2 (Att. A), 2022)
A. Statutory Authorization. The legislature of the state of Washington has delegated the responsibility to local governmental units to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry. Therefore, the City Council of Anacortes does ordain as follows:
1. Findings of Fact.
a. The flood hazard areas of Anacortes are subject to periodic inundation which results in loss of life and property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
b. These flood losses are caused by the cumulative effect of obstructions in areas of special flood hazards which increase flood heights and velocities and, when inadequately anchored, damage uses in other areas. Uses that are inadequately flood-proofed, elevated, or otherwise protected from flood damage also contribute to the flood loss.
2. Statement of Purpose. It is the purpose of this chapter to promote the public health, safety, and general welfare, and to minimize public and private losses due to flood conditions in specific areas by provisions designed:
a. To protect human life and health;
b. To minimize expenditure of public money and costly flood control projects;
c. To minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public;
d. To minimize prolonged business interruptions;
e. To minimize damage to public facilities and utilities, such as water and gas mains, electric, telephone and sewer lines, streets, and bridges located in areas of special flood hazard;
f. To help maintain a stable tax base by providing for the sound use and development of areas of special flood hazard so as to minimize future flood blight areas;
g. To ensure that potential buyers are notified that property is in an area of special flood hazard;
h. To ensure that those who occupy the areas of special flood hazard assume responsibility for their actions; and
i. To incorporate LID BMPs if feasible.
3. Methods of Reducing Flood Losses. In order to accomplish its purposes, this chapter includes methods and provisions for:
a. Restricting or prohibiting uses which are dangerous to health, safety, and property due to water or erosion hazards, or which result in damaging increases in erosion or in flood heights or velocities;
b. Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
c. Controlling the alteration of natural floodplains, stream channels, and natural protective barriers, which help accommodate or channel floodwaters;
d. Controlling filling, grading, dredging, and other development which may increase flood damage; and
e. Preventing or regulating the construction of flood barriers which will unnaturally divert floodwaters or may increase flood hazards in other areas.
Unless specifically defined below, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reasonable application.
“Adjacent/regulated slopes” means within 100 feet of the project site boundaries.
“Administrator” means the Director of Community Development.
“Alteration of watercourse” means any action that will change the location of the channel occupied by water within the bans of any portion of a riverine waterbody.
“Appeal” means a request for a review of the interpretation of any provision of this chapter or a request for a variance.
“Area of shallow flooding” means a designated Zone AO, AH, AR/AO or AR/AH or (VO) on a community’s Flood Insurance Rate Map (FIRM) with a one percent or greater annual chance of flooding to an average depth of one to three feet where a clearly defined channel does not exist, where the path of flooding is unpredictable, and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow. Also referred to as “sheet flow area.”
“Area of special flood hazard” means the land in the floodplain within a community subject to a one percent or greater chance of flooding in any given year. It is shown on the Flood Insurance Rate Map (FIRM) as Zone A, AO, AH, A1-A30, AE, A99, AR, (V, VO, V1-V30, VE). “Special flood hazard area” is synonymous in meaning with the phrase “area of special flood hazard.”
“Base flood” means the flood having a one percent chance of being equaled or exceeded in any given year. Also referred to as the “100-year flood.” Designation on maps always includes the letters A or V.
“Base flood elevation (BFE)” means the elevation to which floodwater is anticipated to rise during the base flood.
“Basement” means any area of the building having its floor subgrade (below ground level) on all sides.
“Breakaway wall” means a wall that is not part of the structural support of the building and is intended through its design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation system.
“Buffer” means a naturally vegetated area or vegetated area established or managed to protect nontidal wetlands or other areas from human disturbances.
“Channel” means the geographical area within either the natural or artificial banks of a watercourse or drainway.
“Coastal high hazard area” means an area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. The area is designated on the FIRM as Zone V1-30, VE or V.
“Creation, wetland” means a human activity bringing a wetland into existence at a site in which it did not formerly exist.
“Critical facility” means a facility for which even a slight chance of flooding might be too great. Critical facilities include, but are not limited to, schools, nursing homes, hospitals, police, fire and emergency response installations, and installations which produce, use or store hazardous materials or hazardous waste.
“Development” means any human-made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials located within the area of special flood hazard.
“Drainway” means any depression below the surrounding land serving to give direction to a regular current of water and having a bed and well-defined banks.
“Elevated building” means, for insurance purposes, a nonbasement building which has its lowest elevated floor raised above ground level by foundation walls, shear walls, post, piers, pilings, or columns.
“Existing manufactured home park or subdivision” means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before the effective date of the adopted floodplain management regulations.
“Expansion to an existing manufactured home park or subdivision” means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads).
“Flood” or “flooding” means a general and temporary condition of partial or complete inundation of normally dry land areas from:
1. The overflow of inland or tidal waters; and/or
2. The unusual and rapid accumulation of runoff of surface waters from any source;
3. Mudslides (i.e., mudflows) which are proximately caused by flooding and are akin to a river of liquid and flowing mud on the surface of normally dry land areas, as when earth is carried by a current of water and deposited along the path of the current;
4. The collapse of subsidence of land along the shore of a lake or other body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by unanticipated force of nature, such as a flash flood or abnormal tidal surge, or by some similarly unforeseeable event which results in flooding.
“Flood Elevation Study” means an examination, evaluation, and determination of flood hazards and, if appropriate, corresponding water surface elevations or an examination, evaluation, and determination of mudslides (i.e., mudflow) and or flood-related erosion hazards. Also known as a “Flood Insurance Study (FIS).”
“Flood Insurance Rate Map (FIRM)” means the official map on which the Federal Insurance Administration has delineated both the areas of special flood hazards and the risk premium zones applicable to the community. A FIRM that has been made available digitally is called a “Digital Flood Insurance Rate Map (DFIRM).”
“Flood Insurance Study” means the official report provided by the Federal Insurance Administration that includes flood profiles, the flood boundary-floodway map, and the water surface elevation of the base flood.
“Flood proofing” means any combination of structural and nonstructural additions, changes, or adjustments to structures which reduce or eliminate risk of flood damage to real estate or improved real property, water and sanitary facilities, structures, and their contents. Flood-proofed structures are those that have the structural integrity and design to be impervious to floodwater below the base flood elevation.
“Floodplain” or “flood prone area” means any land area susceptible to being inundated by water from any source. See “Flood” or “flooding.”
“Floodway” means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. Also referred to as “regulatory floodway.”
“Function/wetlands” means the beneficial roles nontidal wetlands serve, including storage, conveyance, and attenuation of floodwaters and stormwaters; groundwater recharge and discharge; protection of water quality and reduction of sediment and erosion; production of waterfowl, game and nongame birds, mammals, and other living resources; protection of habitat for rare, threatened, and endangered species; food chain support for a broad range of wildlife and fisheries; educational, historical, and archaeological value protection; and scenic, aesthetic, and recreational amenities.
“Functional dependent use” means a use which cannot perform its intended purpose unless it is located or carried out in close proximity to water. The term includes only docking facilities, port facilities, that are necessary for the loading and unloading of cargo or passengers, and ship building and repair facilities, and does not include long-term storage or related manufacturing facilities.
“Highest adjacent grade” means the highest natural elevation of the ground prior to construction next to the proposed walls of a structure.
“Historic structure” means any structure that is:
1. Listed individually in the National Register of Historic Places (a listing maintained by the Department of the Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register;
2. Certified or preliminarily determined by the Secretary of Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary of the Interior to qualify as a registered historic district;
3. Individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or
4. Individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either:
a. By an approved state program as determined by the Secretary of the Interior; or
b. Directly by the Secretary of the Interior in states without approved programs.
“Hydrophytic vegetation” means macrophytic plant life growing in water or on a substrate that is at least periodically deficient in oxygen as a result of excessive water content.
“In-kind construction, wetland” means the restoration or creation of a wetland with vegetation and other characteristics closely approximating those of a specified wetland.
“Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access or storage, in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the structure in violation of the applicable nonelevation design requirements of this chapter found at AMC 19.74.050(B)(1)(b).
“Manufactured home” means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term “manufactured home” does not include a “recreational vehicle.”
“Manufactured home park or subdivision” means a parcel of (or contiguous) land divided into two or more manufactured home lots for rent or sale.
“Mean sea level” for purpose of the National Flood Insurance Program means the vertical datum to which base flood elevations shown on community’s Flood Insurance Rate Map are referenced.
“New construction,” for the purpose of determining insurance rates, means structures for which the “start of construction” commenced on or after the effective date of an initial Flood Insurance Rate Map or after December 31, 1974, whichever is later, and includes any subsequent improvements to such structures. For floodplain management purposes “new construction” means structures for which the “start of construction” commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures.
“New manufactured home park or subdivision” means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed on or after the effective date of adopted floodplain management regulations.
“Nontidal wetland” means an area that is inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions (commonly known as hydrophytic vegetation).
“Off-site construction, wetland” means restoration or creation of a wetland at a location not adjacent to a previously specified wetland.
“Out-of-kind, wetland” means the restoration or creation of a wetland with vegetation or other characteristics not resembling those of a specified wetland.
“Partially developed lot” means a lot or parcel of land on which a building is located, and which is of sufficient area so as to be capable of subdivision into two or more lots in accordance with city standards.
“Practicable alternative, wetland” means an alternative to the proposed project that would accomplish the basic purpose of the project and avoid or have less adverse impact on a nontidal wetland.
“Recreational vehicle” means a vehicle which is:
1. Built on a single chassis;
2. Four hundred square feet or less when measured at the largest horizontal projection;
3. Designed to be self-propelled or permanently towable by a light-duty truck; and
4. Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
“Regulated activity, wetlands” means an activity with a significant impact on nontidal wetlands, including:
1. The removal, excavation, or dredging of soil, sand, gravel, minerals, organic matter, or materials of any kind;
2. The changing of existing drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics;
3. The disturbance of the nontidal wetland water level or water table by drainage, impoundment, or other means;
4. The dumping or discharging of material, or the filling of a nontidal wetland with material;
5. The placing of fill or the grading or removal of material that would alter existing topography;
6. The driving of piles, placement of obstructions, and erection or repair of buildings or structures of any kind;
7. The destruction or removal of plant life that would alter the character of a nontidal wetland; and
8. The conduct of an activity that results in a significant change of water temperature, a significant change of physical or chemical characteristics of nontidal wetland water sources, or the introduction of pollutants.
“Regulated slopes” means slopes that average 15 percent or greater over a vertical interval of 10 feet.
“Restoration, wetland” means a human activity that returns a wetland or former wetland from a disturbed or altered condition with lesser acreage or functions to a previous condition with greater wetland acreage or functions.
“Scientist, professional wetland” means a professional wetland scientist shall be certified through the Society of Wetland Scientists Professional Certification Program.
“Start of construction” includes substantial improvement, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, placement or other improvement was within 180 days of the permit date. The “actual start” means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial improvement, the “actual start of construction” means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
“Structure” means a walled and roofed building including a gas or liquid storage tank that is principally above ground.
“Substantial damage” means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.
“Substantial improvement” means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the “start of construction” of the improvement. This term includes structures which have incurred “substantial damage” regardless of actual repair work performed. The term does not, however, include either:
1. Any project for improvement of a structure to correct previously identified existing violations of state or local health, sanitary, or safety code specifications that have been identified by the local code enforcement official and that are the minimum necessary to ensure safe living conditions.
2. Any alteration of a “historic structure”; provided, that the alteration will not preclude the structure’s continued designation as a “historic structure.”
“Variance” means a grant of relief from the requirements of this chapter which permits construction in a manner that would otherwise be prohibited by this chapter.
“Water dependent” means a structure for commerce or industry which cannot exist in any other location and is dependent on the water by reason of the intrinsic nature of its operations. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 3040 § 2 (Att. A), 2019; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005; Ord. 2316 § 3, 1994. Formerly 17.70.030)
A. Lands to Which This Chapter Applies. This chapter shall apply to all areas of special flood hazards within the jurisdiction of the city of Anacortes.
B. Basis for Establishing the Areas of Special Flood Hazard. The areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report entitled “The Flood Insurance Study for the City of Anacortes” dated March 17, 2003, and any revisions thereto, with an accompanying Flood Insurance Rate Map (FIRM), and any revisions thereto, are hereby adopted by reference and declared to be a part of this chapter. The Flood Insurance Study and the FIRM are on file at 904 6th Street. The best available information for flood hazard area identification as outlined in AMC 19.74.040(C)(2) shall be the basis for regulation until a new FIRM is issued which incorporates the data utilized under AMC 19.74.040(C)(2).
C. Penalties for Noncompliance. No structure or land shall hereafter be constructed, located, extended, converted, or altered without full compliance with the terms of this chapter and other applicable regulations. Violations of the provisions of this chapter by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions) shall constitute a misdemeanor. Any person who violates this chapter or fails to comply with any of its requirements shall upon conviction thereof be fined not more than $1,000 or imprisoned for not more than 10 days, or both, for each violation, and in addition shall pay all costs and expenses involved in the case. Nothing herein contained shall prevent the Administrator from taking such other lawful action as is necessary to prevent or remedy any violation.
D. Abrogation and Greater Restrictions. This chapter is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this chapter and another ordinance, easement, covenant, or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.
E. Interpretation. In the interpretation and application of this chapter, all provisions shall be:
1. Considered as minimum requirements;
2. Liberally construed in favor of the governing body; and
3. Deemed neither to limit nor repeal any other powers granted under state statutes.
F. Warning and Disclaimer of Liability. The degree of flood protection required by this chapter is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by manmade or natural causes. This chapter does not imply that land outside the areas of special flood hazards or uses permitted within such areas will be free from flooding or flood damages. This chapter shall not create liability on the part of the city of Anacortes, any officer or employee thereof, or the Federal Insurance Administration, for any flood damages that result from reliance on this chapter or any administrative decision lawfully made hereunder. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.040)
A. Establishment of Development Permit.
1. Development Permit Required. A development permit shall be obtained before construction or development begins within any area of special flood hazard established in AMC 19.74.030(B). The permit shall be for all structures including manufactured homes, as set forth in the AMC 19.74.020, Definitions, and for all development including fill and other activities, also as set forth in AMC 19.74.020, Definitions.
2. Application for Development Permit. Application for a development permit shall be made on forms furnished by the city of Anacortes and may include, but not be limited to, plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing. Specifically, the following information is required:
a. Elevation in relation to mean sea level of the lowest floor (including basement) of all structures;
b. Elevation in relation to mean sea level to which any structure has been flood proofed;
c. Certification by a registered professional engineer or architect that the flood proofing methods for any nonresidential structure meet the flood proofing criteria in AMC 19.74.050(B)(2); and
d. Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.
B. Designation of the Local Administrator. The Administrator is hereby appointed to administer and implement this chapter by granting or denying development permit applications in accordance with its provisions.
C. Duties and Responsibilities of the Local Administrator. Duties of the Administrator shall include, but not be limited to:
1. Permit Review.
a. Review all development permits to determine that the permit requirements of this chapter have been satisfied.
b. Review all development permits to determine that all necessary permits have been obtained from those federal, state, or local governmental agencies from which prior approval is required.
c. Review all development permits to determine if the proposed development is located in the floodway. If located in the floodway, assure that the encroachment provisions of AMC 19.74.050(D) are met.
2. Use of Other Base Flood Data (In A and V Zones). When base flood elevation data has not been provided (A and V Zones) in accordance with AMC 19.74.030(B), Basis for Establishing the Areas of Special Flood Hazard, the Administrator shall obtain, review, and reasonably utilize any base flood elevation and floodway data available from a federal, state or other source, in order to administer AMC 19.74.050(B), Specific Standards, and 19.74.050(D), Critical Facility.
3. Information to Be Obtained and Maintained.
a. Where base flood elevation data is provided through the Flood Insurance Study, FIRM, or required as in subsection (C)(2) of this section, obtain and record the actual elevation (in relation to mean sea level) of the lowest floor (including basement) of all new or substantially improved structures, and whether or not the structure contains a basement.
b. For all new or substantially improved flood proofed structures where base flood elevation data is provided through the Flood Insurance Study, FIRM, or as required in subsection (C)(2) of this section:
i. Obtain and record the elevation (in relation to mean sea level) to which the structure was flood proofed; and
ii. Maintain the flood proofing certifications required in subsection (A)(2)(c) of this section.
c. Maintain for public inspection all records pertaining to the provisions of this chapter.
4. Alteration of Watercourses.
a. Notify adjacent communities and the Department of Ecology prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration.
b. Require that maintenance is provided within the altered or relocated portion of said watercourse so that the flood carrying capacity is not diminished.
5. Interpretation of FIRM Boundaries. Make interpretations where needed as to exact location of the boundaries of the areas of special flood hazards (for example, where there appears to be a conflict between a mapped boundary and actual field conditions). The person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in AMC Table 19.20.030-1, Type I Administrative Ministerial Actions, and AMC 19.20.180.
D. Variance Procedure.
1. Variances to this chapter must be processed according to the procedures in this title.
2. Conditions for Variances.
a. Generally, the only condition under which a variance from the elevation standard may be issued is for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in subsection (D)(3)(a) of this section have been fully considered. As the lot size increases the technical justification required for issuing the variance increases.
b. Variances may be issued for the reconstruction, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the State Inventory of Historic Places, without regard to the procedures set forth in this section, upon a determination that the proposed repair or rehabilitation will not preclude the structure’s continued designation as a historic structure and the variance is the minimum necessary to preserve the historic character and design of the structure.
c. Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.
d. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
e. Variances shall only be issued upon:
i. A showing of good and sufficient cause;
ii. A determination that failure to grant the variance would result in exceptional hardship to the applicant;
iii. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances;
iv. A demonstration that no net loss of critical areas’ functions and values will occur as a result.
f. Variances as interpreted in the National Flood Insurance Program are based on the general zoning law principle that they pertain to a physical piece of property; they are not personal in nature and do not pertain to the structure, its inhabitants, economic or financial circumstances. They primarily address small lots in densely populated residential neighborhoods. As such, variances from the flood elevations should be quite rare.
g. Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of flood proofing than watertight or dry flood proofing, where it can be determined that such action will have low damage potential, complies with all other variance criteria except subsection (D)(2)(a) of this section, and otherwise complies with AMC 19.74.050(A)(1), (3) and (4) of the general standards.
h. Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation.
3. Variance Review Criteria.
a. In considering variance applications, the governing body must consider all technical evaluations, all relevant factors, all standards specified in other sections of this chapter, and:
i. The danger that materials may be swept onto other lands to the injury of others;
ii. The danger to life and property due to flooding or erosion damage;
iii. The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
iv. The importance of the services provided by the proposed facility to the community;
v. The necessity of the facility of a waterfront location, where applicable;
vi. The availability of alternative locations for the proposed use, which are not subject to flooding or erosion damage;
vii. The compatibility of the proposed use with existing and proposed development;
viii. The relationship of the proposed use to the comprehensive plan and floodplain management program for that area;
ix. The safety of access to the property in time of flood for ordinary and emergency vehicles;
x. The expected heights, velocity, duration, rate of rise, and sediment transport of the floodwaters expected at the site; and
xi. The costs of providing governmental services during and after flood conditions, including maintenance and repair of public facilities, such as sewer, gas, electrical, water system, and streets and bridges. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2992 § 1 (Att. A), 2016; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.050)
A. General Standards. In all areas of special flood hazards, the following standards are required:
1. Anchoring.
a. All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads including effects of buoyancy.
b. All manufactured homes must likewise be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the-top or frame ties to ground anchors (reference FEMA’s “Manufactured Home Installation in Flood Hazard Areas” guidebook for additional techniques).
2. Construction Materials and Methods.
a. All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
b. All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
c. Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
3. Utilities.
a. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems;
b. The proposed water well shall be located on high ground that is not in the floodway (WAC 173-160-171);
c. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters; and
d. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding.
4. Subdivision Proposals.
a. All subdivision proposals shall be consistent with the need to minimize flood damage;
b. All subdivision proposals shall have public utilities and facilities, such as sewer, gas, electrical, and water systems located and constructed to minimize or eliminate flood damage;
c. All subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage; and
d. Where base flood elevation data has not been provided or is not available from another authoritative source, it shall be generated for subdivision proposals and other proposed developments which contain at least 50 lots or five acres (whichever is less).
5. Review of Building Permits. Where elevation data is not available either through the Flood Insurance Study, FIRM, or from another authoritative source (AMC 19.74.040(C)(2)), applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above the highest adjacent grade in these zones may result in higher insurance rates.
B. Specific Standards. In all areas of special flood hazards where base flood elevation data has been provided (Zones A1-30, AH, and AE) as set forth in AMC 19.74.030(B), Basis for Establishing the Areas of Special Flood Hazard, or 19.74.040(C)(2), Use of Other Base Flood Data (In A and V Zones), the following provisions are required:
1. Residential Construction.
a. In AE and A1-30 Zones or other A Zoned areas where the BFE has been determined or can be reasonably obtained, new construction and substantial improvement of any residential structure must have the lowest floor, including basement, elevated two feet or more above the BFE. Mechanical equipment and utilities must be waterproof or elevated one foot above BFE.
b. New construction and substantial improvement of any structure in an unnumbered A Zone for which a BFE is not available and cannot be reasonably obtained must be reasonably safe from flooding, but in all cases the lowest floor must be at least two feet above the highest adjacent grade.
c. New construction and substantial improvement of any residential structure in a V, V1-30, or VE Zone must meet the requirements of subsection (C) of this section, Coastal High Hazard Areas.
d. Fully enclosed areas below the lowest floor that are subject to flooding are prohibited or must designed to automatically equalize hydrostatic flood forces on the exterior walls by allowing for the entry and exit of floodwaters. Designs must meet or exceed the following criteria or be designed by a registered engineer or architect and certify engineered openings:
i. Have a minimum of two openings with a total net area of not less than one square inch for every square foot of enclosed area subject to flooding.
ii. The bottom of all openings must be no higher than one foot above grade.
iii. Openings may be equipped with screens, louvers, valves or other coverings or devices provided they permit the automatic entry and exit of floodwaters.
iv. A garage attached to a residential structure, constructed with the garage floor slab below the BFE, must be designed to allow for the automatic entry and exit of floodwaters.
2. Nonresidential Construction. Nonresidential construction or substantial improvement of any commercial, industrial, or other nonresidential structure must meet the requirements of subsection (B)(2)(a) or (b) below.
a. New construction and substantial improvement of any commercial, industrial, or other nonresidential structure must meet all the following requirements:
i. In AE and A1-30 Zones or other A Zoned areas where the BFE has been determined or can be reasonably obtained, new construction and substantial improvement of any commercial, industrial, or other nonresidential structure must have the lowest floor, including basement, elevated two feet or more above the BFE, or elevated as required by ASCE 24, whichever is greater. Mechanical equipment and utilities must be waterproofed or elevated at least one foot above, or as required by ASCE 24, whichever is greater.
ii. If located in an unnumbered A Zone for which a BFE is not available and cannot be reasonably obtained, the structure must be reasonably safe from flooding, but in all cases the lowest floor must be at least two feet above the highest adjacent grade.
iii. If located in a V, V1-30 or VE Zone, the structure must meet the requirements of subsection (C) of this section, Coastal High Hazard Areas.
b. Fully enclosed areas below the lowest floor that are subject to flooding are prohibited or must meet be designed to automatically equalize hydrostatic flood forces on the exterior walls by allowing for the entry and exit of flood forces. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria or be designed by a registered engineer or architect and certify engineered openings:
i. Have a minimum of two openings with a total net area of not less than one square inch for every square foot of enclosed area subject to flooding.
ii. The bottom of all openings must be no higher than one foot above grade.
iii. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
iv. A garage attached to a nonresidential structure, constructed with the garage floor slab below the BFE, must be designed to allow for the automatic entry and exit of floodwater.
c. If the requirements of subsection (B)(2)(a) of this section are not met, then the new construction and substantial improvement of any commercial, industrial, or other nonresidential structure must meet all the following requirements:
i. Be dry flood proofed so that one foot or more above the base flood level the structure is watertight with walls substantially impermeable to the passage of water or dry flood proofed to the elevation required by ASCE 24, whichever is greater;
ii. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy;
iii. Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting provisions of this subsection based on their development and/or review of the structural design, specifications, and plans. Such certifications must be provided to the official as set forth in AMC 19.74.040(C)(3);
iv. Nonresidential structures that are elevated, not flood proofed, must meet the same standards for space below the lowest floor as described in subsection (B)(2)(b) of this section;
v. Applicants who are flood proofing nonresidential buildings must be notified that flood insurance premiums will be based on rates that are one foot below the flood proofed level (e.g., a building that is flood proofed to the base flood level will be rated as one foot below). Flood proofing the building an additional foot will reduce flood insurance premiums.
3. Manufactured Homes.
a. All manufactured homes to be placed or substantially improved on sites:
i. Outside of a manufactured home park or subdivision;
iii. In an expansion to an existing manufactured home park or subdivision; or
iv. In an existing manufactured home park or subdivision on which a manufactured home has incurred “substantial damage” as the result of a flood;
shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated one foot or more above the base flood elevation and be securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
b. Manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision that are not subject to the above manufactured home provisions shall be elevated so that either:
i. The lowest floor of the manufactured home is elevated one foot or more above the base flood elevation; or
ii. The manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade and is securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
4. Recreational Vehicles. Recreational vehicles placed on sites are required to either:
a. Be on the site for fewer than 180 consecutive days;
b. Be fully licensed and ready for highway use, on its wheels or jacking system, be attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions; or
c. Meet the requirements of subsection (B)(3) of this section and the elevation and anchoring requirements for manufactured homes.
5. Enclosed Area Below the Lowest Floor. If buildings or manufactured homes are constructed or substantially improved with fully enclosed areas below the lowest floor, the areas must be used for parking of vehicles, building access, or storage.
6. Appurtenant Structures (Detached Garages and Small Storage Structures).
a. Appurtenant structures used solely for parking of vehicles or limited storage may be constructed such that the floor is below the BFE, provided the structure is designed and constructed in accordance with the following requirements:
i. Use of the appurtenant structure must be limited to parking of vehicles or storage;
ii. The portions of the appurtenant structure located below the BFE must be built using flood resistant materials;
iii. The appurtenant structure must be anchored to prevent flotation, collapse, and lateral movement;
iv. Any machinery or equipment servicing the appurtenant structure must be elevated or flood proofed to or above BFE;
v. The appurtenant structure must be designed to allow for the automatic entry and exit of floodwaters in accordance with subsection (B)(1)(d) of this section;
vi. The structure must have low damage potential;
vii. If the structure converted to another use, it must be brought into full compliance with standards governing such use;
viii. The structure must not be used for human habitation.
b. Detached garages, storage structures, and other appurtenant structures not meeting the above standards must be constructed in accordance with all applicable standards in subsection (B)(1)(d) of this section.
c. Upon completion of the structure, certification that the requirement of this section has been satisfied must be provided to the Floodplain Administrator for verification.
7. AE and A1-30 Zones With Base Flood Elevations but No Floodways. In areas with BFEs (when a regulatory floodway has not been designated), no new construction, substantial improvements, or other development (including fill) shall be permitted within Zones A1-30 and AE on the community’s FIRM, unless it is demonstrated that the cumulative effect of the proposed development, when combined with all other existing and anticipated development, will not increase the water surface elevation of the base flood more than one foot at any point within community.
C. Coastal High Hazard Areas. Located within areas of special flood hazard established in AMC 19.74.030(B) are coastal high hazard areas, designated as Zones V1-30, VE and/or V. These areas have special flood hazards associated with high velocity waters from surges and, therefore, in addition to meeting all provisions in this chapter, the following provisions shall also apply:
1. All new construction and substantial improvements in Zones V1-30 and VE (V if base flood elevation is available) on the community’s FIRM must be elevated on pilings and columns so that:
a. For residential buildings the bottom of the lowest horizontal structural member of the lowest floor (excluding the pilings or columns) is elevated one foot or more above the base flood level.
b. For nonresidential buildings the bottom of the lowest horizontal member of the lowest floor (excluding pilings or columns) is elevated one foot or more above the base flood level or meets the requirements of ASCE 24, whichever is higher.
c. The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse, and lateral movement due to the effects of wind and water loads acting simultaneously on all building components. Wind and water loading values shall each have a one percent chance of being equaled or exceeded in and given year (100-year mean recurrence interval).
d. A registered professional engineer or architect shall develop or review the structural design, specifications and plans for the construction, and shall certify that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting the provisions of this section;
2. The elevation (in relation to mean sea level) of the bottom of the lowest structural member of the lowest floor (excluding pilings and columns) of all new and substantially improved structures in Zones V1-30, VE, and V on the community’s FIRM and whether or not such structures contain a basement shall be provided to the Administrator. The Administrator shall maintain a record of all such information;
3. All new construction within Zones V1-30, VE, and V on the community’s FIRM shall be located landward of the reach of mean high tide;
4. All new construction and substantial improvements within Zones V1-30, VE, and V on the community’s FIRM must have the space below the lowest floor either free of obstruction or constructed with nonsupporting breakaway walls, open wood latticework, or insect screening intended to collapse under wind and water loads without causing collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundation system. For the purposes of this section, a breakaway wall shall have a design safe loading resistance of not less than 10 and no more than 20 pounds per square foot. Use of breakaway walls which exceed a design safe loading resistance of 20 pounds per square foot (either by design or when so required by local or state codes) may be permitted only if a registered professional engineer or architect certifies that the designs proposed meet the following conditions:
a. Breakaway wall collapse shall result from water load less than that which would occur during the base flood, and
b. The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (structural and nonstructural). Maximum wind and water loading values to be used in this determination shall each have a one percent chance of being equaled or exceeded in any given year (100-year mean recurrence interval).
If breakaway walls are utilized, such enclosed space shall be useable solely for parking of vehicles, building access, or storage. Such space shall not be used for human habitation;
5. The use of fill for structural support of buildings within Zones V1-30, VE, and V on the community’s FIRM is prohibited;
6. Human-caused alteration of sand dunes within Zones V1-30, VE, and V on the community’s FIRM which would increase potential flood damage is prohibited;
7. All manufactured homes to be placed or substantially improved within Zones V1-30, V, and VE on the community’s FIRM on sites:
a. Outside of a manufactured home park or subdivision,
c. In an expansion to an existing manufactured home park or subdivision, or
d. In an existing manufactured home park or subdivision on which a manufactured home has incurred “substantial damage” as the result of a flood,
shall meet the standards of subsections (C)(1) through (C)(6) of this section and manufactured homes placed or substantially improved on other sites in an existing manufactured home park or subdivision within Zones V1-30, V, and VE on the FIRM meet the requirements of subsection (B)(3) of this section;
8. Recreational vehicles placed on sites within Zones V1-30, V, and VE on the community’s FIRM must either:
a. Be on the site for fewer than 180 consecutive days,
b. Be fully licensed and ready for highway use, on its wheels or jacking system, attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions, or
c. Meet the requirements of AMC 19.74.040(A)(1), Development Permit Required, and subsections (C)(1) through (C)(6) of this section.
D. Critical Facility. Construction of new critical facilities shall be, to the extent possible, located outside the limits of the special flood hazard area (SFHA) (100-year floodplain). Construction of new critical facilities shall be permissible within the SFHA if no feasible alternative site is available. Critical facilities constructed within the SFHA shall have the lowest floor elevated three feet or to the height of the 500-year flood, whichever is higher. Access to and from the critical facility should also be protected to the height utilized above. Flood proofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood elevation shall be provided to all critical facilities to the extent possible. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.060)
This chapter is adopted as a standalone ordinance which will be enforced only in those areas presently identified or which become identified as special flood hazard areas within the city of Anacortes. (Ord. 4016 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021; Ord. 2794 § 1 (Att. A), 2008; Ord. 2702 § 3, 2005. Formerly 17.70.070)
A. Purpose. Washington State law mandates that stormwater discharge resulting from development activities and pollution-generating activities be controlled and treated to provide available and reasonable methods of erosion control, flood control, habitat protection, and water quality treatment. The City of Anacortes has adopted the requirements of this chapter for both temporary and long-term stormwater management. The purpose of this chapter is to set out the authority, regulatory requirements, submittal requirements, and procedures for stormwater drainage design, review, approval, construction, maintenance, and management.
B. Goals of Low Impact Development (LID). LID is the preferred and commonly used approach to site development. LID is intended to minimize impervious surfaces, native vegetation loss, and stormwater runoff in all types of development situations. (City’s NPDES Permit S5.C4.f.i) This chapter accomplishes the following goals:
1. Manage stormwater through a land development strategy that emphasizes conservation and use of on-site natural features integrated with engineered, small-scale hydrologic controls to mimic predevelopment hydrologic conditions;
2. Encourage creative and coordinated site planning, the conservation of natural conditions and features, the use of appropriate technologies and techniques, and the efficient layout of streets, utility networks and other public improvements;
3. Reduce impervious surfaces; and
4. Preserve or restore native vegetation. (Ord. 2991 § 1 (Att. A), 2016)
A. This chapter applies to any land disturbing activity that requires a permit under this title.
B. Exemptions. The following activities are exempt from the requirements of this chapter:
1. Landscape maintenance activities and gardening that does not adversely impact stormwater facilities or raingardens.
2. The activities described in Appendix 1, Section 1 of the city’s NPDES permit, including qualifying pavement maintenance and underground utility projects. (Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies requires review consistent with this chapter.
B. All applications requiring review under this chapter must demonstrate compliance with AMC 19.76.040.
C. The director may require third party review of any stormwater site plan at the expense of the applicant. (Ord. 2991 § 1 (Att. A), 2016)
A. The City of Anacortes adopts Ecology’s 2019 Stormwater Management Manual for Western Washington, as the city’s stormwater management manual.
B. The City of Anacortes adopts the Thresholds, Definitions, Minimum Requirements, and Exceptions, Adjustment, and Variance Criteria found in Appendix 1 of the city’s NPDES permit.
C. Any undefined terms in this chapter have the meanings established in the stormwater management manual.
D. The City of Anacortes utilizes the 2012 Puget Sound Partnership Low Impact Development Technical Guidance Manual for information related to best management practices.
E. The Director is the administrator authorized to determine feasibility and make decisions on adjustments and exceptions under the stormwater management manual.
F. Feasibility.
1. The Director may determine infiltration is infeasible without the infiltration testing required by the stormwater management manual stormwater BMPs when infiltration is known to the city to be infeasible due to any of the following:
a. Soil conditions;
b. Presence of significant naturally occurring groundwater;
c. Significant tidal influence on groundwater;
d. Presence of geologically hazardous areas that would be made unstable by infiltration.
G. Exceptions/Variances.
1. The Director may grant an adjustment to the application of the stormwater management manual and its minimum requirements prior to permit approval and construction consistent with the criteria in the city’s NPDES permit Appendix 1, Section 5, Adjustments.
2. The Director may grant an exception/variance from this chapter or the application of the stormwater management manual and its minimum requirements prior to permit approval and construction when consistent with the criteria in the city’s NPDES permit Appendix 1, Section 6, Exceptions and Variances.
3. The Director shall keep records, including the written findings of fact, of all local exceptions to the minimum requirements.
4. Exceptions/variances (exceptions) to the minimum requirements may be granted by the city following legal public notice of an application for an exception or variance, legal public notice of the city’s decision on the application, and written findings of fact that document the city’s determination to grant an exception. Project-specific design exceptions based on site-specific conditions do not require prior approval of Ecology. The city must seek prior approval by Ecology for any jurisdiction-wide exception.
5. A request for an adjustment or exception must meet the criteria in the city’s NPDES permit (Appendix 1) and be submitted on a form provided by the Department. The city may grant an exception to the minimum requirements if such application imposes a severe and unexpected economic hardship. To determine whether the application imposes a severe and unexpected economic hardship on the project applicant, the Director must consider and document with written findings of fact the following:
a. The current (preproject) use of the site; and
b. How the application of the minimum requirements restricts the proposed use of the site compared to the restrictions that existed prior to the adoption of the minimum requirements; and
c. The possible remaining uses of the site if the exception were not granted; and
d. The uses of the site that would have been allowed prior to the adoption of the minimum requirements; and
e. A comparison of the estimated amount and percentage of value loss as a result of the minimum requirements versus the estimated amount and percentage of value loss as a result of requirements that existed prior to adoption of the minimum requirements; and
f. The feasibility for the owner to alter the project to apply the minimum requirements;
g. The exception will not increase risk to the public health and welfare, nor be injurious to other properties in the vicinity and/or downstream, and to the quality of waters of the state; and
h. The exception is the least possible exception that could be granted to comply with the intent of the minimum requirements. (Ord. 4022 § 1 (Att. A), 2022; Ord. 2991 § 1 (Att. A), 2016)
A. Applicants must locate and design all buildings, streets and pathways, parking areas, and utility easements to promote public safety, ensure compatibility of uses, minimize effective impervious surface, preserve native vegetation, and complement predevelopment site characteristics such as topography, soils, hydrology, and other natural features.
B. General Design Techniques.
1. Applicants must limit clearing and grading to the minimum necessary for construction of permitted uses and associated utilities.
2. Applicants must consider limiting lawn areas, driveways, and roads and locate them in a manner that results in the least disruption to the topography and native vegetation on the site.
3. Applicants must consider clustering lots, dwelling units, or building structures during the conceptual planning stage to preserve open space, reduce total impervious surface area, and minimize development impacts on adjacent critical areas and associated buffers.
C. Projects subject to minimum requirements 1-9 must comply with the following:
1. After the project is complete, there may not be a net increase in impervious surface above the limit on the permit, plat, or site plan without approval from the director.
2. For subdivisions, the maximum impervious surfaces allowed for each lot must be added to the face of the plat.
3. For all other development, the maximum impervious surface allowed for the development must be added to the face of the final, approved site plan.
D. Where native vegetation is used to achieve Stormwater Management Manual Minimum Requirement 6 (Runoff Treatment) or Requirement 7 (Flow Control), the applicant must establish one or more of the following permanent protective mechanisms to ensure that native vegetation is retained:
1. A protective easement dedicated to the City on a form provided by the department;
2. A separate nonbuilding tract owned in common by all lots within the subdivision;
3. Restrictions on the future use of the area recorded on the face of the final plat;
4. An alternative permanent protective mechanism approved by the director.
E. Where an LID stormwater facility is required, the applicant may use that facility to satisfy landscaping requirements so long as the purpose and intent of required landscaping is satisfied and the landscaping does not disrupt the function of LID stormwater facilities. (Ord. 2991 § 1 (Att. A), 2016)
A. Location.
1. A stormwater facility necessary for compliance with this chapter must be located abutting a right of way. When the site is constrained by topography, soils, hydrology, or other factors, the director may approve an alternative location that facilitates access by the city for inspection and maintenance.
2. A stormwater facility may be located within a right of way at the discretion of the director.
B. Dedication. For a stormwater facility necessary for compliance with this chapter, the director may require any combination of the following as a condition of development:
1. That the applicant dedicate an easement to the city for access and inspection of the stormwater facility. The director may waive this requirement for small facilities that do not require inspection or can be effectively inspected without an access easement.
2. That the stormwater facility be dedicated to the city, which the city may accept if:
a. The facility as designed and constructed conforms to the provisions of this chapter;
b. All easements and tracts required under this chapter necessary for the city to operate and maintain the facility have been conveyed to the city and have been recorded with the county auditor;
c. A maintenance plan has been accepted per subsection D of this section.
C. Modification of Facilities During Construction. The city may require that the construction of drainage facilities and associated project designs be modified or redesigned if conditions occur or are discovered which were not considered or known at the time the permit or approval was issued, such as uncovering unexpected soil or water conditions, weather-generated problems, or undue materials shortages. Any such modifications made during the construction of drainage facilities must be recorded on the final approved drainage plan, a revised copy of which must be provided to the city.
D. Maintenance plan required.
1. Prior to the use of a stormwater facility required by this chapter, the owner must:
a. Ensure a complete initial evaluation of engineered stormwater facility system components and property by a qualified professional to determine functionality, maintenance needs, and compliance with this chapter and any permits. The property owner must submit the signed and stamped engineer’s evaluation to the director for approval;
b. Provide a complete and accurate set of reproducible as-built record drawings stamped and certified as accurate by a qualified professional;
c. Obtain approval from the director for a maintenance plan;
d. Record the approved maintenance plan with the county auditor against the title of all properties using the stormwater facility.
2. The maintenance plan must:
a. Address how all of the elements of the stormwater facility will be maintained;
b. Include the schedule for ongoing maintenance;
c. Identify the responsible party for ongoing maintenance;
d. Be consistent with Stormwater Management Manual, especially Volume V, Chapter 4.
3. The maintenance plan remains in force for the life of the development or until the city approves a new or amended maintenance plan for the development’s stormwater facilities.
E. Plat Notes. For land divisions, the director will require a plat note indicating that the property owner(s) must maintain the stormwater facility consistent with the recorded maintenance plan and that if the stormwater facility is not so maintained the city may perform the maintenance and charge the costs of such maintenance to the property owners.
F. Establishment of Regional Facilities.
1. In the event that public benefits would accrue due to modification of the stormwater plan for the subject property to better implement the recommendations of the city’s surface water quality management plan, the director may recommend that the city should assume some responsibility for the further design, construction, operation and maintenance of drainage facilities receiving runoff from the subject property. Such decision shall be made concurrently with review and approval of the stormwater plan as specified in this chapter.
2. In the event the city decides to assume some responsibility for design, construction, operation and maintenance of the facilities, the developer will be required to contribute a pro rata share to the construction cost of the facilities. The applicant may be required to supply additional information at the request of the official to aid in the determination by the city. Guidelines for implementing this section will be defined by the official. (Ord. 2991 § 1 (Att. A), 2016)
A. Generally.
1. All proposed development requiring stormwater conveyance must provide sufficient capacity to convey stormwater without flooding or otherwise damaging existing or proposed structures in a manner consistent with the city’s engineering standards.
2. Estimation of peak stormwater runoff rates used in the design of stormwater conveyance facilities must use the rational method for estimating a hydrograph using a mathematical simulation.
3. Runoff may not discharge directly onto the surface of a public street or road.
4. Runoff and infiltration must be directed away from septic drain fields.
5. Runoff from impervious surfaces, roof drains, and yard drains must be directed so as not to adversely affect adjacent properties.
6. Runoff from development may not cause a significant adverse impact to down-gradient properties.
B. Easements, Tracts, and Covenants.
1. All proposed development must provide easements for all stormwater conveyance systems that are not located in public rights-of-way or tracts and must be granted to the parties responsible for providing ongoing maintenance of the systems. Drainage easements through non-drainage structures are prohibited.
2. Wording to this effect must appear on the face of all final plats, and must be contained in any covenants required for a development. (Ord. 2991 § 1 (Att. A), 2016)
A. The city may inspect all activities regulated by this chapter at various stages of the work to ensure proper review of construction and facilities.
B. Stages of work requiring inspection include, but are not limited to: preconstruction; installation of BMPs; land-disturbing activities; installation of utilities, landscaping, retaining walls; and completion of project.
C. At the time of approval of the drainage plan for the subject property, a schedule for inspection will be established by the director. (Ord. 2991 § 1 (Att. A), 2016)
A. The director may require, as a condition of approval, any applicant proposing construction of retention/detention or other stormwater treatment/abatement facilities to post any of the following surety and cash bonds in the amount of one hundred fifty percent of the construction value.
1. Construction Bond. A bond in an amount sufficient to cover the cost of conforming the construction with the approved stormwater management plans. After determination by the director that all facilities are constructed in compliance with the approved plans, the director must release the construction bond. Alternatively, the director could require an equivalent cash deposit to an escrow account administered by a local bank designated by the city.
2. Performance Bond. A bond to cover the cost of design defects or failures in workmanship of the facilities to be posted and maintained throughout the two-year maintenance period. Alternatively, an equivalent cash deposit to an escrow account administered by a local bank designated by the city could be required at city option.
3. Liability Bond. A liability policy in an amount established by the director that names the city as an additional insured and which protects the city from any liability up to those amounts for any accident, negligence, failure of the facility, or any other liability whatsoever, relating to the construction or maintenance of the facility. The liability policy must be maintained for the duration of the facility by the owner of the facility; except in the case of facilities formally assumed by the city for maintenance per this chapter, the liability policy may be terminated when and if the city maintenance responsibility commences.
B. When the director requires multiple bonds under this section, the bonds may be combined in a single bond of a value equal to the sum of the separate bonds. The combined bond must on its face clearly delineate those separate bonds which it is intended to replace. (Ord. 2991 § 1 (Att. A), 2016)
These regulations are adopted for the following purposes:
A. To promote the public health, safety, and general welfare of the citizens of the city;
B. To preserve and enhance the city’s physical and aesthetic character by preventing indiscriminate removal or destruction of trees and ground cover on undeveloped and partially developed property;
C. To promote building and site planning practices that are consistent with the city’s natural topographical and vegetation features while at the same time recognizing that certain factors such as condition (e.g., disease, danger of falling, etc.), proximity to existing and proposed structures and improvements, interference with utility services, protection of scenic views, and the realization of a reasonable enjoyment of property may require the removal of certain trees and ground cover;
D. To minimize surface water and groundwater runoff and diversion, to reduce siltation of lakes and streams and to deter erosion due to removal of trees and ground cover and reduce the risk of slides;
E. To minimize the need for additional storm drainage facilities;
F. To retain clusters of trees for the abatement of noise and wind protection;
G. To ensure prompt development, restoration, and replanting, and effective erosion control of property after land clearing;
H. To implement the goals and objectives of the State Environmental Policy Act. (Ord. 2991 § 1 (Att. A), 2016)
A. This chapter applies to all clearing, grubbing, and grading.
B. Exemptions. This chapter does not apply to the following actions, unless in the vicinity of a critical area:
1. The installation and maintenance of fire hydrants, water meters, pumping stations, and street furniture by the city or its contractors;
2. Removal of trees and ground cover in emergency situations involving immediate danger to life or property or substantial fire hazards;
3. Removal of dead or diseased trees or ground cover;
4. Removal of 6,000 square feet or less of trees or ground cover on a lot that contains an existing permitted building and is capable of being divided into two or more lots, for purposes of general property and utility maintenance or landscaping except that:
a. Any land clearing that includes the use of a bulldozer or similar mechanical earthmoving equipment is not exempt; and
b. Land clearing for the purpose of developing the property with substantial permanent improvements such as roads, driveways, utilities or buildings is not exempt.
5. Clearing, grubbing, and grading activities described herein including any level of vegetation or ground-disturbing action within a critical area or buffer is subject to AMC Chapter 19.70, Critical Areas. If a proposed activity is exempt from critical area permit requirements, the Director has the discretion to require a clearing and grading permit even if the proposed activity is exempted in this section. (Ord. 3064 § 2 (Att. A), 2021; Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies requires an application and permit consistent with this chapter. A separate permit is not required if an application has been approved for a building permit, preliminary plat, or a final planned unit development.
B. Applications must be on forms provided by the department and must include:
1. A site plan showing location, type, and size of existing significant trees and native vegetation; designation of clearing limits; and other requirements identified by the director;
2. If excavated material is to be wasted off-site, a description of the location and the route to the disposal site;
3. Demonstration of compliance with AMC Chapter 19.76, Stormwater Management;
4. A construction site sediment transport potential worksheet which will guide city staff on the need for a site inspection prior to permit issuance. (Ord. 2991 § 1 (Att. A), 2016)
A. All activity to which this chapter applies must comply, and the director may condition a permit issued per this chapter to ensure compliance, with all of the following:
3. AMC Chapter 19.76, Stormwater;
4. The Anacortes Shoreline Master Program;
5. The International Building Code provisions for “Excavation and Grading.”
B. Performance Bond. The director may require, as a condition to the granting of a permit, that the applicant furnish a performance bond to the city to secure the applicant’s obligation, after the approved land clearing has been accomplished, to complete the restoration and replanting of the property in accordance with the terms of the permit. The bond may be in an amount equal to two hundred percent of the estimated cost of such restoration and replanting and with surety and conditions satisfactory to the director.
C. When grading a site, whether a single lot or a larger tract, the owner of the site being graded must protect adjacent property from the effects of the grading. If a cut or excavation is made near a property line, it must be supported by a retaining wall, or sloped or terraced away from the property line sufficiently to prevent the adjacent property from sliding toward the cut. If fill such as soil, gravel, rock, or other material is placed near a property line, it must be supported by a retaining wall, or sloped or terraced away from the property line sufficiently to prevent the fill material from sliding onto the adjacent property.
D. The director may require cuts, fill, and retaining walls to be designed by a licensed structural engineer, due to slope steepness, soil types, geological stability, or other factors.
E. If there are structures on the adjacent property at the time a cut is made, or if a building permit has been issued to build such structures, the effect of the weight of these structures must be taken into account when determining the support required for the cut, in order to avoid undermining or damaging the structures. If a structure is built after a permit for cut or fill has been issued, the structure must be designed so that it does not create additional stresses on a properly designed cut or fill or retaining wall which would be likely to cause it to fail, based on standard structural engineering principles. (Ord. 2991 § 1 (Att. A), 2016)
No land division for a property may be approved within five years after clearing. (Ord. 2991 § 1 (Att. A), 2016)
A. The purpose of this chapter is to designate critical areas and to establish standards for the protection of their functions and values, in compliance with the provisions of the Washington State Growth Management Act of 1990 (Chapter 36.70A RCW), and consistent with the goals and policies of the Anacortes Comprehensive Plan.
B. By identifying and regulating development and alterations to critical areas and their buffers, this chapter seeks to accomplish the following goals:
1. Protect members of the public and public resources and facilities from injury, loss of life, or property damage due to landslides and steep slope failures, erosion, seismic events, or flooding;
2. Protect, maintain and restore healthy, functioning ecosystems through the protection of unique, fragile, and valuable elements of the environment, including, but not limited to, ground and surface waters, wetlands, and fish and wildlife and their habitats, and to conserve the biodiversity of plant and animal species;
3. Direct activities not dependent on critical area resources to less environmentally sensitive sites and mitigate unavoidable impacts to critical areas by regulating alterations in and adjacent to critical areas;
4. Prevent cumulative adverse environmental impacts to water quality, wetlands, and fish and wildlife habitat, and the overall net loss of wetlands, frequently flooded areas, and habitat conservation areas;
5. Alert owners, potential purchasers, real estate agents, appraisers, lenders, builders, developers and other members of the public to natural conditions that pose a hazard or may otherwise limit development;
6. Serve as a basis for exercise of the city’s substantive authority under the State Environmental Policy Act (SEPA).
C. The regulations of this chapter are intended to protect critical areas in accordance with the Growth Management Act, through the application of best available science, as determined according to WAC 365-195-900 through 365-195-925, and in consultation with state and federal agencies and other qualified professionals.
D. This chapter is intended to be administered with limited flexibility and attention to site-specific characteristics. It is not the intent of this chapter to make a parcel of property unusable by denying its owner reasonable economic use of the property, or to prevent the provision of public facilities and services necessary to support existing development and that planned for by the community without decreasing current service levels below minimum standards.
E. The city’s enactment or enforcement of this chapter must not be construed for the benefit of any individual person or group of persons other than the general public. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Unless explicitly exempted, the provisions of this chapter apply to all land uses, development activity, and all structures and facilities within the city of Anacortes that are within the critical area, within the maximum buffer distance of, or likely to affect the functions and values of, one or more critical areas.
B. Relationship to Other Regulations.
1. Shorelines of the state and shorelands as defined in RCW 90.58.030, and critical areas occurring within the jurisdiction of shorelines of the state and shorelands (“shoreline jurisdiction”), are regulated and protected through the Anacortes Shoreline Master Program (AMC Chapter 19.72), as amended. Activities occurring within shoreline jurisdiction are reviewed through the shoreline permit review and issuance process; a separate critical areas permit is not required. The Shoreline Master Program incorporates by reference portions of this chapter; however, certain provisions of this chapter that are not consistent with the Shoreline Management Act, Chapter 90.85 RCW, and supporting Washington Administrative Code chapters do not apply in shoreline jurisdiction.
2. These critical areas regulations apply in addition to zoning and other regulations adopted by the city. Notwithstanding AMC 19.12.040(E), in the event of any conflict between these regulations and any other regulations of the city, the regulations apply that provide greater protection to the critical areas’ functions and values, as determined by the Director.
3. When any provision of this chapter or any existing easement, covenant, or deed restriction conflicts with this chapter, that which provides more protection to the critical areas applies.
4. Compliance with the provisions of this chapter does not constitute compliance with other federal, state, or local regulations and permit requirements that may be required. The applicant is responsible for complying with other agency requirements, apart from the process established in this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Critical Areas Maps. The general locations of many critical areas in Anacortes are displayed on the city of Anacortes’ critical areas maps. The maps are used to alert the public of the potential location of critical areas in Anacortes. As new environmental information related to critical areas becomes available, the city is authorized to make changes as necessary to the critical areas maps. The city Geographic Information Systems office must maintain an interactive, publicly available online map containing the location of known and potential critical areas and must make PDF maps available to the public upon request.
B. Actual Site Conditions. Regardless of whether a critical area is shown on the critical areas map, the actual presence or absence of the features defined in this code as critical areas will govern. Prior to acting on any development permit the city may require an applicant to submit technical information to indicate whether critical areas actually exist on or adjacent to the applicant’s site based on the definitions of critical areas in this code. This will be administered as a critical area identification form (AMC 19.70.110) included with appropriate permit forms.
C. Classification and Rating. To promote consistent application of the standards and requirements of this chapter, critical areas within the city will be rated or classified using best available science according to their characteristics, function and value, and/or their sensitivity to disturbance.
1. Classification of critical areas will be determined by the city using the following tools:
a. Application of the criteria contained in these regulations;
b. Consideration of the critical area reports submitted by qualified professionals in connection with applications subject to these regulations; and
c. Review of maps and other resources adopted pursuant to this chapter.
2. Rating categories will not change due to illegal modifications. If the development proposal site contains or is within a critical area suspected of illegal modifications the rating will be based on premodification conditions of the critical area. Abatement of the unauthorized modification will be required prior to authorization of the current development proposal being processed for the subject site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Critical areas and their required buffers may not be altered except as allowed by this chapter.
B. Any action taken pursuant to this chapter must result in equivalent or greater functions and values of the critical areas associated with the proposed action, as determined by the best available science.
C. All actions and development must be designed and constructed in accordance with mitigation sequencing per AMC 19.70.125 to achieve no net loss of critical area functions and values.
D. Applicants must first demonstrate an actual inability to avoid or reduce impacts before restoration and compensation of impacts will be allowed.
E. No activity or use may be allowed that results in a net loss of the functions or value of critical areas.
F. Any individual critical area adjoined by another type of critical area must have the buffer and meet the requirements that provide the most protection to the critical areas involved.
G. Violations of this chapter are subject to AMC Title 20, Civil Enforcement and Penalties. Where a violation occurs within a suspected protected critical area or as depicted on city mapping, the property owner must provide an appropriate critical area report to determine impacts. The report may be subject to third party review at the property owner’s expense. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. As part of the review, the city will:
1. Verify the information submitted by the applicant;
2. Evaluate the project area and vicinity for critical areas;
3. Determine whether the proposed project is likely to impact the functions or values of critical areas; and
4. Determine if the proposed project adequately addresses the impacts and avoids impacts to the critical area associated with the project.
B. If the proposed project is within, adjacent to, or is likely to impact a critical area, the city will:
1. Require a critical area report from the applicant that has been prepared by a qualified professional, to be reviewed and evaluated;
2. Determine whether the development proposal conforms to the purposes and performance standards of this chapter, including the criteria in AMC 19.70.035, Critical areas review;
3. Assess the potential impacts to the critical area and determine if they can be avoided or minimized; and
4. Determine if any mitigation proposed by the applicant is sufficient to protect the functions and values of the critical area and public health, safety, and welfare concerns consistent with the goals, purposes, objectives, and requirements of this chapter.
C. The city may require third party review of any critical area report at the expense of the applicant. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. When Required. A proposal to modify any critical area and/or required buffer including, but not limited to, clearing, grading, draining, removal or alteration of vegetation, construction of structures, utilities and related infrastructure, must require a critical area permit unless it qualifies as an exemption, as provided in AMC 19.70.040. Except that, for within shoreline jurisdiction, administration of this chapter shall be through the Shoreline Master Program and appropriate shoreline permit administration process.
B. Best Management Practices. All activities, including those allowed without critical areas review, must be conducted using the best management practices appropriate for that activity that result in the least amount of impact to the critical areas. Best management practices must be used for tree and vegetation protection, construction management, erosion and sedimentation control, water quality protection, and regulation of chemical applications. The use of best management practices is required to ensure that the activity does not result in degradation to the critical area. Appropriate BMP sources include Ecology’s Construction Stormwater General Permit and NRCS Conservation Practices. Any incidental damage to, or alteration of, a critical area and/or buffer must be restored, rehabilitated, or replaced at the responsible party’s expense.
C. Modifications to Existing Nonconforming Structures and Uses. In these provisions the burden of proof is on the applicant to bring evidence in support of their position. Existing structures, activities, and uses that were established legally but do not meet the current critical area, buffer, or buffer setback requirements may continue in accordance with AMC 19.49, Nonconforming Uses and Structures, and may be modified as follows:
1. Routine maintenance and repairs;
2. Structural modifications or additions that do not intensify the nonconformity of the structure or increase the area of hardscape lying within the critical area or buffer. The Director may require an updated critical area report to confirm location of buffers and that the addition is located entirely outside the critical area or buffer;
3. Vertical additions above the ground floor that do not encroach further into the critical area or buffer beyond the existing exterior walls, except that critical areas review is required for additions in landslide hazard areas or buffers;
4. Restoration or replacement of a structure that is damaged by fire, natural disaster or other calamity when:
a. A complete application for reconstruction or replacement is submitted within one year of the damage; and
b. The restoration or replacement is made to conform to the current critical areas regulations, or if such regulations cannot be physically met without reducing the size of the building, the restoration or replacement may not intensify any nonconformity that existed prior to the damage;
c. Except that critical areas review is required for restoration and replacement in landslide hazard areas or buffers;
5. State Ferry Terminal. The existing developed footprint, except for infill between the toll booth area in the lowest parking lot, hillside walking paths, and a hillside side slope along the western side of the main terminal parking lot, and including all associated parking, at the Washington State Ferry terminal facility must not be increased. Redevelopment may occur within the existing footprint only, provided there is no net loss of ecological function and value in the adjacent buffer areas for Cannery Pond and Ship Harbor Interpretive Preserve wetlands.
D. Demolition. Demolition of structures located within critical areas or their buffers is permitted, excluding demolition of structures necessary to support or stabilize landslide hazard areas, and will be subject to approval of a stormwater pollution prevention plan consistent with the adopted stormwater management manual and clearing limits that will adequately protect the critical area. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. General Requirements for All Exempt Activities. Activities listed in this section are exempt from the rest of the provisions of this chapter only if they meet the specific terms of this section.
B. To be exempt from this chapter does not give permission to degrade a critical area or buffer or to ignore risk from natural hazards. All exempt activities must use reasonable methods to avoid potential impacts to critical areas and buffers. In every case, disturbance to the critical area must be minimized through best management practices and the use of low-impact equipment.
C. Any incidental damage to, or alteration of, a critical area or buffer that is not a necessary outcome of the exempted activity must be restored, rehabilitated, or replaced at the responsible party’s expense.
D. This chapter may not exempt an activity from the provisions of other city permits such as clearing and grading for vegetation removal and ground disturbing activities, or agency permit requirements such as Washington Department of Fish and Wildlife hydraulic permit, or Army Corps of Engineers regulatory requirements.
E. Burden of Proof. The burden of proof is on the applicant to bring forth evidence that the activity meets the precise description of the exemption.
F. Table 19.70.040(A) describes activities that must meet the precise description to be allowed without following a critical area process. Activities are divided into the categories of permitted in the critical area and permitted in the buffer, marked by a yes or no in the appropriate column.
Table 19.70.040(A) Exempt Activities
EXEMPT ACTIVITIES: (No review required, must strictly meet standards) | ||
|---|---|---|
Emergencies. Alterations in response to emergencies which threaten the public health, safety, and welfare or which pose an imminent risk of damage to private property, and that require remedial or preventative action in a time frame too short to allow for compliance with the requirements of this chapter, if the following requirements are met: | Yes | Yes |
a. Only the minimum intervention necessary to reduce the risk to public health, safety, or welfare and/or the imminent risk of damage to private property may be authorized by this exemption. b. The alteration undertaken must be reported to the Director no later than 30 days after the alteration has occurred. Once notified, the Director must confirm that an emergency existed and determine what, if any, additional applications and/or measures are required of the property owner to protect the critical area(s) consistent with the provisions of this chapter, and to repair any damage to a pre-existing resource. c. After the emergency, the person or agency undertaking the action must fully fund and conduct necessary site evaluations and critical area reports, mitigation plans, and restoration for any impacts to the critical area and buffers resulting from the emergency action. The person or agency undertaking the action must meet the review procedures contained herein. Mitigation activities must be initiated within one year of the date of the emergency or as directed by the Department. d. If the Director determines that the action taken, or any part of the action taken, was beyond the scope of an allowed emergency action, or any required mitigation, the Director may take action to enforce this chapter consistent with AMC Titles 19 and 20. | ||
Yard and garden activities. Maintenance or repair activities including, but not limited to, cutting, mowing, weeding, hand removal of noxious and invasive species, harvesting and replanting of garden crops, pruning and planting of noninvasive ornamental vegetation or indigenous native species to maintain the general condition and extent of such areas; provided, that such maintenance or repair activities are limited to legally existing landscaping improvements and do not further expand into critical areas or associated buffers, do not alter topography, do not destroy or clear native vegetation, do not remove non-hazard trees in the buffer or critical area, and do not diminish water quality or quantity. | No | Yes |
a. Native growth protection areas, mitigation sites, or other areas protected via permit conditions, conservation easements or similar restrictive covenants (as defined in AMC 19.70.135) are not covered by this exemption. b. If an activity has ceased for one year or more any future use of such land, building or structure must thereafter be in conformity with this chapter and the zone in which it is located. | ||
Site Investigation. Minimal site investigative work and studies necessary for preparing land use applications, including, but not limited to, surveys, soil logs and borings, percolation tests, water quality studies, scientific research, wildlife studies, and similar tests and investigations; provided, that such activities do not require clearing, fill, construction of new roads, or heavy equipment, and only minimal amounts of excavation and disturbed areas must be immediately restored. | Yes | Yes |
Outdoor Recreation Activities. Outdoor recreation activities that do not involve modifying the land or vegetation, and that will not adversely affect the functions and values of critical areas. | Yes | Yes |
EXEMPTIONS that require a letter of exemption be obtained from the Director prior to construction or initiation of activities. Subject to conditions by the Director to ensure compliance with this chapter. | ||
|---|---|---|
Utility Operation, Maintenance, Repair, or Replacement. Public water, electric, and natural gas distribution, public stormwater and sewer collection, cable communications, telephone, utility and related activities undertaken pursuant to city-approved best management practices, and best available science with regard to protection of threatened and endangered species, as follows: | Yes | Yes |
a. Normal and routine maintenance or repair of existing utility structures or rights-of-way; when the activity does not involve the expansion of facilities or improvements into a previously unimproved portion of critical areas or required buffers; b. Replacement, operation, repair, modification, installation or construction in an improved city road right-of-way or city-authorized private roadway of all electric facilities, lines, equipment or appurtenances, not including substations, with an associated voltage of 55,000 volts or less; to include relocation only when required by the city of Anacortes, which approves the new location of the facilities; c. Relocation of public sewer or stormwater local collection, public water local distribution, natural gas, cable communication or telephone facilities, lines, pipes, mains, equipment or appurtenances, only when required by the city of Anacortes, which approves the new location of the facilities; d. Replacement, operation, repair, modification, relocation, installation or construction of public sewer or stormwater local collection, public water local distribution, natural gas, cable communication, or telephone facilities, lines, pipes, mains, equipment or appurtenances when such facilities are located within an improved public right-of-way or city-authorized private roadway; e. Repair and maintenance of existing private connections to public utilities and private stormwater management facilities; f. Regular maintenance of stormwater facilities that are within a segment of a regulated stream, such as conveyance ditches/swales within the right-of-way or within public drainage easements. | ||
Transportation Infrastructure Operation, Maintenance, Repair, or Replacement. Maintenance, operation, repair, modification, or replacement of publicly improved roadways or city-authorized private roadways, including the road prism and associated stormwater management systems; as long as any such alteration does not involve expansion of roadways or related improvements into previously unimproved rights-of-way or portions of rights-of-way, and does not alter a critical area or required buffer, or watercourse, such as culverts or bridges, or result in the transport of sediment or increased stormwater. Retention and replanting of native vegetation must occur whenever possible along the right-of-way improvement and resulting disturbance. | Yes | Yes |
Recreation Areas Operation, Maintenance, Repair, or Replacement. Maintenance, operation, repair, modification, or replacement of existing trails, and existing facilities within publicly improved recreation areas, such as the Anacortes Community Forest Lands and public parks, may be performed subject to the following: | Yes | Yes |
a. The activity does not involve the expansion of facilities and disturbance to adjacent areas is minimized and disturbed areas must be immediately restored; b. Work is conducted using best management practices; c. Flow and circulation patterns and biological characteristics are not impaired and adverse impacts are minimized; d. Where trail relocation is the least impactful method of repair, trail relocation further away from the critical area is not to be considered a new trail but is included in the exemption for operation, maintenance, repair, or replacement. | ||
Vegetation Management, including: | Yes | Yes |
1. Removal of noxious weeds or invasive vegetation, as identified by the Washington State or Skagit County Noxious Weed Control Board, in a wetland buffer, stream buffer, other fish and wildlife habitat conservation areas and buffers, is allowed when: | ||
a. Undertaken with hand labor, including handheld mechanical tools, and integrated pest management; b. Plants that appear on the Washington State or Skagit County Noxious Weed Control Board lists must be handled and disposed of in accordance with the best management practices appropriate to that species and approved by the city when permit review is applicable; c. Areas cleared by removal of noxious and/or invasive plant species must be revegetated with site-appropriate native species at natural densities and the site must be stabilized against erosion in accordance with the stormwater manual adopted by the city; d. All work performed is above the ordinary high water mark and above the top of a stream bank; and e. The following limits may not be exceeded: Within city-owned property, no more than 3,000 square feet of soil may be exposed at any one time; and within private property, not more than 500 square feet of area may be cleared, as calculated cumulatively, over one year, without a permit and critical area report prepared by a qualified professional. | ||
2. Vegetation management consistent with a previously approved critical area mitigation, restoration, remediation, or enhancement plan that requires ongoing maintenance and vegetation management beyond final inspection and the required monitoring period for the permitted project. 3. Hazard Trees. | ||
a. The felling of hazard trees may be permitted when necessary to: | ||
i. Control fire; or ii. Halt the spread of disease or damaging insects consistent with Chapter 76.09 RCW; iii. Avoid a threat to existing structures, above-ground utility lines or other facilities; or iv. Remove an actual threat to life or property from slope instability that would be caused by toppling. | ||
b. Unless there is an emergency pursuant to emergency exemptions above, the landowner must first obtain prior written approval from the Department. A tree risk assessment prepared by an ISA certified arborist must be submitted by the applicant to the Department that includes the following information: | ||
i. Identification of the tree(s) proposed to be removed; ii. A conclusion that the condition constitutes an actual threat to life or property; iii. An assessment of whether a portion of the tree suitable for a snag for wildlife habitat may be safely retained; iv. If a tree to be removed provides priority habitat, such as an eagle perch or occupied nest, a description of timing and methods of removal that will minimize and mitigate impacts; v. If a tree to be removed is located within a landslide hazard area or buffer, an evaluation of potential impacts on slope stability must be completed by a qualified professional, including recommendations for replanting and other measures to avoid adverse impacts to slope stability. | ||
c. All work must be done using handheld implements only, unless the property owner requests and the Director approves otherwise in writing. d. Any removed tree or vegetation must be replaced in-kind, with similar or appropriate native species, within one year in accordance with an approved restoration plan including species, size, and maintenance plan. | ||
Clearing, grading, and the construction of fences and arbors are allowed within the required 10-foot stream setback for a piped stream segment if no other critical area or buffer is present. | No | Yes |
(Ord. 4058 § 2, 2023; Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. An applicant may seek an alteration of a critical area and/or critical area buffer through a permitted alteration when application of the standards in this chapter would result in the denial of all reasonable and economically viable use of the property and the proposed development meets the specific terms of this section.
B. General Requirements. The actions in the permitted alteration table, Table 19.70.045, must be considered permitted alterations, unless as otherwise specified under AMC 19.70.230, Specific wetland category development standards, and provided they are consistent with the general standards for mitigation sequencing and other applicable requirements established in this chapter.
C. Review Process.
1. A critical area permit must be required for all permitted alterations. Requests for such permits must be reviewed using the procedures outlined in AMC Chapter 19.20, Table 19.20.030-1, Review classification and process matrix. No permit must be issued unless it can be shown that the proposed development is fully consistent with the requirements of this chapter.
2. In addition to other project-related documents, all permitted alterations must require a critical area assessment report per AMC 19.70.115, Critical area report, to evaluate the permitted alteration. The report must include:
a. A description of the function and condition of the critical area and/or buffer that would be altered;
b. An analysis of the effect of the development proposal on the critical area and/or buffer;
c. A description of actions that can be taken to modify the development proposal to avoid or reduce the alteration of the critical area and/or buffer and a discussion of whether these modifications are practical and reasonable;
d. A mitigation plan as required by this chapter.
3. Burden of Proof. The burden of proof is on the applicant to bring forth evidence in support of the application and upon which any decision has to be made on the application.
4. Public Comment. Consistent with AMC 19.20.030, Types of review, the city must ensure the opportunity for public comment, including that from appropriate federal, state, and tribal natural resource agencies, to ensure the use of best available science before deciding on approval.
D. Decision Criteria. A permit for alterations of a critical area and/or buffer width requirements of this chapter may only be issued if the applicant demonstrates that all of the following criteria are met:
1. Special circumstances applicable to the subject property, including size, shape, or topography, and the strict application of this chapter is found to deprive the subject property of rights and privileges enjoyed by other properties in the vicinity; provided, however, that the fact that those surrounding properties have been developed under regulations in force prior to the adoption of this chapter may not be the sole basis for granting approval;
2. The issuance of a variance to zoning requirements (setback, height, coverage, etc.) by itself will not provide sufficient relief to avoid the need for a permitted alteration to the critical area and/or buffer and other requirements for the critical areas regulated by this chapter;
3. Mitigation sequencing per AMC 19.70.125(A), Mitigation Sequencing, has been applied;
4. The proposed alteration is supported by best available science; and
5. The proposed alteration allows for development of the subject parcel with the least impact on critical areas while providing a reasonable use of the property.
E. Conditions May Be Required. In granting any approval, conditions and safeguards may be prescribed as are necessary to secure adequate protection of critical areas from adverse impacts, protect adjacent property, and ensure conformity with this chapter.
F. Table 19.70.045 describes activities that must meet the precise description to be allowed following the prescribed critical area process. Activities are divided into the categories of permitted in the critical area and permitted in the buffer, marked by a yes or no in the appropriate column.
Table 19.70.045 Permitted Activities
Permitted Alterations: (Critical Area Permit Required – Type 2 Administrative Decision) | ||
|---|---|---|
Buffer Modifications, including: increased buffer width, buffer averaging, and buffer alterations as described specifically in this chapter. | No | Yes |
Public Services. To protect wetlands, streams, wildlife habitat and other sensitive critical areas while allowing services when the strict application of the standards in this chapter would otherwise unreasonably prohibit the provision of public services and amenities. | Yes | Yes |
1. “Public services” include, but are not limited to, water supply, sewer and stormwater management facility; electric power, telecommunication and natural gas lines; and public road and multimodal transportation corridors (e.g., the Tommy Thompson Trail and Guemes Channel Trail). 2. Public services may be allowed to alter critical areas and buffers when: | ||
a. Mitigation sequencing per AMC 19.70.125(A) has been applied; b. The application of the critical areas regulations would unreasonably restrict the ability to provide public services; c. There is no other practical alternative to the proposed development with less impact on the critical area; d. The proposed development does not create a health or safety hazard on or off the development site, and must not be detrimental to the properties or improvements in the vicinity; e. Where feasible, development is located on existing road grades, utility corridors, or previously disturbed areas; f. Designs for crossings, boardwalks, bridges, and culverts are consistent with Washington g. Construction of crossings will occur during work windows and time limits established by state and federal agencies with jurisdiction to decrease impacts to protected species; h. Any alterations permitted to the critical area and buffer are mitigated in accordance with AMC 19.70.125, Mitigation requirements, and relevant mitigation standards for the impacted critical areas(s) type; i. The proposal is consistent with the Anacortes comprehensive plan and other applicable regulations. | ||
3. Conditions Authorized. Conditions may be established as necessary to mitigate impacts to critical areas and to conform to the standards required in this chapter. 4. It will be a condition of any alteration granted a public agency and services exception that only the portion of the alteration that must be located in a critical area may be so located. | ||
Conservation, Restoration, and Fish Habitat Enhancement Projects. Conservation or restoration activities aimed at protecting or enhancing the soil, water, vegetation, or wildlife; including voluntary fish, wildlife, and wetland restoration or enhancement activities not required as project mitigation that have been approved by the U.S. Fish and Wildlife Service, the Washington State | Yes | Yes |
Chemical Applications. The application of herbicides, pesticides, organic or mineral-derived fertilizers, or other hazardous substances, if necessary for the control of nuisance weeds and algae; except that their use will be restricted in accordance with the Washington | Yes | Yes |
Recreational Areas/Facilities. Low impact activities which are consistent with the purpose and function of the critical area buffer (not to include the ACFL) and do not detract from its integrity may be permitted within the buffer depending on the sensitivity of the critical area. | No | Yes |
1. Limited public park or public recreational access including trails, viewing platforms, fishing access (no wider than six feet), and foot bridges; provided, that all of the following are satisfied: | ||
a. The area/facility is part of a public park that is dependent on its location for recreational function; and b. The area/facility is limited to the minimum necessary to accomplish the recreational function; and c. The removal of trees and native vegetation is minimized; and d. The balance of the development is consistent with other requirements of this chapter; and e. The project is identified in the Anacortes comprehensive plan or parks master plan. | ||
2. Private pedestrian walkways and public trails must meet the following standards: | ||
a. The trail is generally parallel to the perimeter of the critical area; b. The trail is located in the outer 25 percent of the buffer area and is designed to avoid removal of trees and native vegetation; c. The trail does not exceed six feet in width, and is limited to native soils or pervious surfaces. Raised boardwalks utilizing nontreated pilings may be acceptable; and d. The trail may be subject to closure during critical spawning, migration or breeding time periods of sensitive species that are present. | ||
3. Informational Signs. Construction and placement of informational signs or educational demonstration facilities no more than nine square feet surface area and four feet high, as long as there is no permanent infringement on hydrology or stream flow and nontreated wood is used. 4. Limited excavating and filling necessary for the repair and maintenance of piers, walkways, observation decks, wildlife management shelters, boathouses, and other similar water related structures, provided they are built on pilings to allow unobstructed flow of water and preserve the natural contour of the critical area. | ||
Single-Family Residences and Normal Appurtenances. New single-family dwellings on existing legal lots may intrude into critical areas or their buffers when all of the following conditions are met: | Yes | Yes |
1. It is demonstrated that it is not feasible to avoid the critical area or buffer through avoidance or buffer averaging, or reconfiguration of lots in the same ownership at the date of adoption of this chapter, and the development is the minimum necessary to achieve reasonable use of the lot as determined by the decision-maker; and 2. Alteration of critical areas and their buffers including all clearing, grading, structures, and appurtenances, has not and will not exceed cumulatively 2,800 square feet of disturbance; and 3. This action does not allow critical areas or their buffers to be converted to lawn or residential landscaping beyond a minimal area needed to maintain an approved structure; and 4. Mitigation sequencing provided in this chapter under AMC 19.70.125 is applied and the proposal includes on-site mitigation to the extent feasible and off-site mitigation to the extent necessary, as determined by the critical area report. 5. Normal appurtenances included in this provision include garages, decks, and walkways incidental to residential living and that do not constitute a special privilege. | ||
Anacortes Community Forest Lands. Given the unique qualities of the community forest, all properties designated as ACFL have been nominated as a regulated critical area. Any and all new uses and development of new facilities within the ACFL must meet the requirements of the conservation easements/deed restrictions of the land, Anacortes comprehensive plan, the ACFL comprehensive plan, this chapter, and AMC Chapter 8.10, Parks and the Anacortes Community Forest Lands. | Yes | Yes |
Critical Area Aquifer Recharge Areas. All regulated activities listed under AMC 19.70.515, Applicability and hazardous materials questionnaire. | Yes | Yes |
(Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. If the application of this chapter would result in denial of all reasonable and economically viable use of a property, and if such reasonable and economically viable use of the property cannot be obtained by consideration of a permitted alteration pursuant to AMC 19.70.045, then a landowner may seek a reasonable use exception from the standards of this chapter. Reasonable use exceptions are considered a critical area variance and are intended as a last resort and only when a variance can meet the requirements of this chapter.
B. General Requirements. “Reasonable use” is a legal concept articulated by federal and state courts in regulatory takings cases. Within the context of these cases and for the purposes of this title, “reasonable use” means uses allowed by the underlying zoning designation and subdivision of property is not allowed. When no possible alternative exists, a reasonable use exception must be considered a critical area variance, provided it is consistent with the general standards for variances under AMC 19.38.040 and other applicable requirements established in this chapter.
C. Procedures for Review.
1. A variance permit must be required for all reasonable use exceptions. Requests for such permits must be reviewed using the procedures applicable to Type 3 Hearing Examiner decisions outlined in AMC 19.20.030. A permit may not be issued unless it can be shown that the proposed development is fully consistent with the variance approval criteria enumerated in AMC 19.38.040 (variance criteria) as well as all of the requirements of this chapter.
2. In addition to other project related documents, all critical area variances must require a critical area report per AMC 19.70.115 to evaluate the proposed disturbance. The report must include:
a. A description of the function and condition of the critical area and/or buffer that would be altered;
b. An analysis of the effect of the development proposal on the critical area and/or buffer;
c. A description of actions that can be taken to modify the development proposal to avoid or reduce the alteration of the critical area and/or buffer and a discussion of whether these modifications are practical and reasonable;
d. A mitigation plan as required by this chapter.
3. Burden of Proof. The burden of proof is on the applicant to bring forth evidence in support of the application and upon which any decision has to be made on the application.
4. Public Comment. Consistent with AMC 19.20.030, the city must ensure the opportunity for public comment, including that from appropriate federal, state, and tribal natural resource agencies, to ensure the use of best available science before a decision is made.
D. Variance Criteria. A reasonable use exception may be granted only if the applicant demonstrates that all of the requested action is consistent with all of the variance approval criteria as set forth:
1. The application of this chapter would deny all reasonable economic use of the property and that there is no reasonable economically viable use with a lesser impact on the critical area than that proposed; and
2. Special conditions and circumstances exist that are peculiar to the land, the lot, or something inherent in the land, and that are not applicable to other lands subject to the provisions of this chapter; and
3. The inability of the applicant to derive reasonable use of the property is not the result of actions by the current or previous owner in subdividing the property or adjusting a boundary line, thereby creating the undevelopable condition, after the effective date of the ordinance codified in this chapter; and
4. Any proposed modification to a critical area will be evaluated through consideration of a critical area report and mitigation plan prepared by a qualified professional pursuant to the requirements of this chapter, and will be the minimum necessary to allow reasonable and economically viable use of the property. The critical area report and mitigation plan must be prepared utilizing best available science; and
5. Mitigation sequencing per AMC 19.70.125(A) has been applied, and the proposal mitigates impacts to the critical area on site to the maximum extent possible, while still allowing reasonable use of the lot; off-site mitigation may be utilized to the extent necessary to achieve no net loss ecological functions; and
6. The proposed development does not pose a threat to adjacent property or to the public health and safety; and
7. The applicant has demonstrated that the criteria in AMC 19.38.040, Criteria, are met; and
8. Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, structures, or buildings under similar circumstances; and
9. The granting of the variance is consistent with the general purpose and intent of the Anacortes Comprehensive Plan, and planning policies.
E. Conditions. Conditions of approval may be included as part of the decision, including modifications to the size and placement of structures and facilities to minimize impacts to critical areas and associated buffers and mitigation requirements that ensure that all impacts are mitigated to the maximum extent feasible utilizing best available science.
F. Variances – Geologically Hazardous Areas. A variance must not authorize development within a geologically hazardous area or required setback or buffer from a geologically hazardous area unless a qualified professional has determined the development will not pose a threat to public safety or property. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Prior to the city’s consideration of any proposed activity found not to be exempt under AMC 19.70.040, the applicant must submit to the Department a completed form identifying suspected critical areas on and within 300 feet of the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Report Required. When the Director determines a proposed development is within, abutting, or is likely to adversely affect a critical area or buffer pursuant to the provisions of this chapter, the Director must require a critical areas report that is prepared by a qualified professional. The assessment of critical areas and analysis of impacts must be commensurate with the value or sensitivity of a particular critical area and be relative to the scale and potential impacts of the proposed activity. This provision is not intended to expand or limit an applicant’s other obligations under WAC 197-11-100.
B. Third Party Review of Critical Area Reports. The Director may require, at the applicant’s expense, a third party review of a critical area report by a qualified professional under contract with or employed by the city in any of the following circumstances:
1. The project requires a critical area permit, or critical area variance; or
2. Third party review is specifically required by the provisions of this chapter for the critical area(s) or critical area buffer(s) potentially being impacted; or
3. When the Director determines that such services are necessary to demonstrate compliance with the standards and guidelines of this chapter or other appropriate regulations.
C. Critical Area Report Types or Sections. Critical area report requirements may be met in stages through multiple reports or combined in one report. A critical area report must include one or more of the following sections or report types unless exempted by the Director based on the extent of the potential critical area impacts. The scope and location of the proposed project will determine which report(s) alone or combined are sufficient to meet the critical area report requirements for potentially impacted critical area type(s). The typical sequence of required sections or reports that will fulfill the requirements of this section include:
1. Reconnaissance. The existence, general location, and type of critical areas on, adjacent to, or likely to be impacted by activities on a project site. Determination of whether the project will adversely impact or be at risk from the potential critical areas based on maximum potential buffers for the particular critical area type. Possible application of exemptions should also be addressed;
2. Delineation. The extent, boundaries, rating or classification, and applicable standard buffers of critical areas where the project area could potentially impact the critical area or its buffer including an assessment of the characteristics of or functions and values of the critical area and buffers identified;
3. Analysis. The proposal and impact assessment report documenting the potential project impacts to the critical area and buffers including a discussion of the efforts taken to avoid, minimize, and reduce potential impacts to those areas per AMC 19.70.125(A);
4. Mitigation. The measures that prevent or compensate for the potential impacts of the project designed to meet the requirements of this chapter, AMC 19.70.130, Mitigation plan requirements, and the standards for the specific critical areas impacted. Mitigation includes, but is not limited to, adjustments to required buffer sizes, best practices to minimize impacts, and critical area or buffer enhancement, restoration, or preservation plans. Mitigation plans include, but are not limited to, habitat management plans, revegetation or replanting plans, and restoration plans;
5. Maintenance and Monitoring. The goals of the mitigation proposed, performance standards for success, monitoring methods and reporting schedule, and contingency actions. Maintenance and monitoring plans must be consistent with the mitigation performance standards and requirements of this chapter, including the specific mitigation plan requirements outlined in each critical area type section.
D. Minimum Report Requirements. At a minimum, critical area reports must contain the following information:
1. The names and qualifications of the persons preparing the report and documentation of any fieldwork performed on the site;
2. A description of the proposal, proposal location including address and parcel number(s), and a vicinity map for the project;
3. Identification and characterization of all critical areas, water bodies, shorelines, and buffers on or within 300 feet of the proposed project area. The Director may require critical area and buffer dimensions be accurately surveyed, depending on the scope of the project;
4. Documentation of any fieldwork performed on the site, including field data sheets, for delineations, rating system forms, baseline hydrologic data, site photos, etc.;
5. A statement specifying the accuracy of the report and all assumptions made and relied upon;
6. A description of methodologies used to conduct the critical areas investigation, including references;
7. A scaled drawing of critical areas and buffers identified in the report including buffers for off-site critical areas that extend onto the project site.
E. Existing Reports. Critical areas assessment reports must generally be valid for a period of five years. Unless otherwise provided, a critical area report may incorporate, be supplemented by, or composed of any reports or studies required by other laws and regulations or previously prepared for and applicable to the development proposal site, as approved by the Director. At the discretion of the Director, reports previously compiled or submitted as part of a proposal for a development may be used as a critical area report to the extent that the requirements of this section and the requirements for each specific critical area type are met. Supplemental critical area report(s) may be required to provide information or analysis to address changes to the project scope, potential impacts to or changes to applicable regulations that have been made subsequent to existing, valid critical area reports, or other circumstances.
F. Modifications to Report Requirements. The applicant may consult with the Director, prior to or during preparation of the critical area report, to obtain approval of modifications to the required contents of the report where, in the judgement of a qualified professional, more or less information is required to adequately address the potential critical area impacts and required mitigation.
1. In some cases, such as when it is determined that no specific critical area is present, a full report may not be necessary to determine compliance with the critical area regulations, and in those cases a letter or reconnaissance-only report may be required.
2. Limitations to Study Area. The Director may limit the required geographic area of the critical area report as appropriate if:
a. The applicant, with assistance from the city of Anacortes, cannot obtain permission to access properties adjacent to the project area; or
b. The proposed activity will affect only a limited part of the project site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. A complete application for a permitted alteration permit or reasonable use exception/variance permit must include the following information and materials on a form provided by the Director. For the purposes of this section, a complete application includes:
1. The name and contact information of the applicant;
2. Adequate information to determine compliance with the requirements of the critical area regulations, including a critical area report, impact and hazard assessment, and mitigation requirements specific to each critical area type, as indicated in the corresponding sections of this chapter;
3. Identification of the development permit(s) requested and all other local, state, and/or federal critical area-related permits required for the project;
4. Site plan, a scaled drawing of the development proposal including:
a. Property and project site boundaries;
b. An accurate depiction of all critical areas, including off-site critical areas and buffers that extend onto the project site; a desk survey is acceptable when access to the adjacent property has been denied;
c. The development proposal, including grading and clearing limits and areas of proposed impacts to critical areas and/or buffers (include square footage estimates);
d. A scaled depiction and description of the proposed stormwater pollution prevention plan consistent with the adopted stormwater manual, for the development and consideration of impacts to critical areas due to drainage alterations;
e. An assessment of probable impacts to the critical areas resulting from the proposed development of the site based upon identified findings;
f. A description of reasonable efforts made to apply mitigation sequencing pursuant to AMC 19.70.125, Mitigation requirements, to avoid, minimize, and mitigate impacts to critical areas; and
g. Plans for mitigation required to offset any critical areas impacts, in accordance with AMC 19.70.130, Mitigation plan requirements, and the corresponding mitigation performance standards sections of this chapter, including a discussion of the applicable development standards and cost estimates for determination of financial guarantee requirements.
B. Additional Requirements. The Director may require additional information to be included in the critical areas permit submittal when determined to be necessary to the review of the proposed activity in accordance with this chapter. Additional information that may be required includes, but is not limited to:
1. Historical data, including original and subsequent mapping, historical aerial photographs, data compilations and summaries, and available reports and records relating to the site or past operations at the site;
2. Grading and stormwater management plans; and
3. Information specific to the type, location, and nature of the critical area. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Mitigation must be sufficient to restore impacted functions and values, or compensate for the impacted functions and values, of the critical area and to prevent risk from a hazard posed to a critical area by the proposed activity. Mitigation must not be implemented until after the decision-maker has provided approval of a critical area report that includes a mitigation plan.
A. Mitigation Sequencing. This section applies to mitigation required with all critical areas reviews, approvals, and enforcement pursuant to this chapter. This section is supplemented with specific measures under sections for particular critical area types. Mitigation for specific development proposals may include a combination of the measures below and must be designed and constructed in accordance with the provisions of this section. Before impacting any critical areas, an applicant must demonstrate that the following actions have been taken in the following sequential order:
1. Avoiding the impact altogether by not taking a certain action or parts of actions;
2. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology, or by taking affirmative steps, such as project redesign, relocation, or timing, to avoid or reduce impacts;
3. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment or by restoring or stabilizing the critical area through natural, engineering, or other methods;
4. Reducing or eliminating the impacts or hazard over time by preservation and maintenance operations during the life of the action;
5. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and/or
6. Monitoring, measuring and reporting the impact to the decision-maker and taking appropriate corrective measures.
B. Applicants must first demonstrate an inability to avoid or reduce impacts before the use of actions to mitigate potential impacts will be allowed. No activity or use may be allowed that results in a net loss of the functions or values of a critical area.
C. Type, Location and Timing of Mitigation. Unless it is demonstrated that higher levels of ecological functioning or greater reduction of hazard risk would result from an alternative approach or as otherwise allowed in this chapter, mitigation for adverse impacts must be based on best available science and must be in-kind, on site, and prior to the activities that will disturb the critical area. Mitigation measures that cannot be implemented prior to the critical area impacts must be completed immediately following disturbance and prior to use or occupancy of the action or development. Construction of mitigation projects must be timed to reduce impacts to existing fisheries, wildlife, and flora.
1. The decision-maker may authorize a one-time temporary delay in completing construction or installation of the mitigation when the applicant provides a written explanation from a qualified professional as to the rationale for the delay and satisfactory financial guarantee that the installation will occur. An appropriate rationale would include identification of the environmental conditions that could produce a high probability of failure or significant construction difficulties (e.g., project delay lapses past a fisheries window, or installing plants should be delayed until the dormant season to ensure greater survival of installed materials). The delay must not create or perpetuate hazardous conditions or environmental damage or degradation, and the delay must not be injurious to the health, safety, or general welfare of the public.
2. Alternative Mitigation Approaches. If the applicant can demonstrate that off-site concurrent or advance mitigation would provide a higher level of ecological function or a greater reduction of hazard risk, off-site mitigation that occurs on Fidalgo Island will be considered by the decision-maker. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
When mitigation is required, the applicant must submit for approval by the city a mitigation plan as part of the critical area report. The mitigation plan must include:
A. Environmental Goals and Objectives. The mitigation plan must identify environmental goals and objectives of the mitigation proposed and including:
1. A description of the anticipated impacts to the critical areas, the mitigating actions proposed, and the purposes of the compensation measures, including the site selection criteria; identification of compensation goals; identification of resource functions; and dates for beginning and completion of site compensation construction activities. The goals and objectives must be related to the functions and values of the impacted critical area; and
2. A review of the best available science supporting the proposed mitigation and a description of the report author’s experience to date in restoring or creating the type of critical area proposed.
B. Performance Standards. The mitigation plan must include measurable specific criteria for evaluating whether or not the goals and objectives of the mitigation project have been successfully attained at the end of the required monitoring period and whether or not the requirements of this chapter have been met.
C. Detailed Construction Plans. In order to convey proposed construction techniques and anticipated final outcome, the mitigation plan must include written specifications, descriptions, and drawings of the mitigation proposed, including:
1. The proposed construction sequence, timing, and duration;
2. Best management practices including erosion and sediment control features to be implemented;
3. Site plans showing grading and excavation details, slope gradient, and final grade elevations with minimum two-foot contour intervals;
4. Cross-sectional drawings;
5. A planting plan specifying plant species, quantities, locations, size, spacing, and density; and
6. Measures to protect and maintain plants until established.
D. Monitoring Program and Contingency Plan. A monitoring and contingency plan is required for all projects requiring mitigation.
1. The mitigation plan must include a monitoring program to be implemented by the applicant to determine the success of the mitigation project and any necessary corrective actions. This program must determine if the original goals and objectives of the mitigation plan are being met.
2. A contingency plan must be established for indemnity in the event that the mitigation project is inadequate or fails. Contingency plans include identification of potential courses of action, and any corrective measures to be taken if monitoring or evaluation indicates project performance standards are not being met. Corrective measures must be taken when the qualified professional indicates, in a monitoring report, that the contingency actions are needed to ensure project success by the end of the monitoring period. A performance and maintenance bond, or other acceptable financial guarantee, is required to ensure the applicant’s compliance with the terms of the mitigation agreement consistent with AMC 19.70.150, Financial guarantee requirements.
3. Monitoring programs prepared to comply with this section must include the following requirements:
a. Best available scientific procedures must be used to establish the success or failure of the project. A protocol outlining the schedule for site monitoring (for example, monitoring must occur in years zero (as-built), one, three, and five after site construction), and how the monitoring data will be evaluated to determine if the performance standards are being met.
b. For vegetation determinations, permanent sampling points must be established.
c. The monitoring program must include measurable specific criteria, or performance standards, for evaluating whether or not the goals and objectives of the mitigation plan have been successfully attained.
d. A monitoring report must be submitted as needed to document milestones, successes, problems, and contingency actions of the mitigation project. Monitoring reports on the current status of the mitigation project must be submitted, consistent with subsection (D)(3)(e) of this section, to the city on the schedule identified in the monitoring plan, but not less than every other year. The reports are to be prepared by a qualified professional and reviewed by the city, or a qualified professional retained by the city, and should include monitoring information on wildlife, vegetation, water quality, water flow, stormwater storage and conveyance, and existing or potential degradation, as applicable.
e. Monitoring programs must be established for a period necessary to establish that performance standards have been met, but not for less than a minimum of five years without approval from the decision-maker. A longer monitoring period may be required depending on the mitigation goals.
f. If necessary, failures in the mitigation project must be corrected.
g. Dead or undesirable vegetation must be replaced with appropriate plantings.
h. Damage caused by erosion, settling, or other geomorphological processes must be repaired.
i. The mitigation project must be redesigned (if necessary) and the new design must be implemented and monitored, as in subsection (D)(3)(d) of this section.
j. Correction procedures must be approved by the decision-maker; the decision-maker may request review by a qualified professional.
k. If the mitigation goals are not obtained within the initial monitoring period, the applicant remains responsible for restoration of the impacted values and functions or hazard risk reduction until the mitigation goals agreed to in the mitigation plan are achieved.
E. Monitoring Reports. Monitoring reports must be submitted to the city consistent with the approved monitoring plan.
1. The as-built report, required prior to final inspection, must, at a minimum, include documentation of the following:
a. Departures from the original approved plans;
b. Construction supervision provided by the qualified professional;
c. Approved project goals and performance standards;
d. Baseline data for monitoring per the approved monitoring methods;
e. Photos from established photo points; and
f. A site plan showing final mitigation as constructed or installed, monitoring points, and photo points.
2. Subsequent monitoring reports must, at a minimum, include:
a. Monitoring visit observations, documentation, and analysis of monitoring data collected;
b. Photos from established photo points;
c. Determination whether performance standards are being met; and
d. Maintenance and/or contingency action recommendations to ensure success of the project at the end of the monitoring period.
3. The applicant is responsible for reimbursement of the cost of review of monitoring reports and site inspections during the monitoring period which are completed by the city or a qualified professional under contract with or employed by the city.
F. Cost Estimates. The mitigation plan must include cost estimates that will be used by the city to calculate the amounts of financial guarantees, if necessary, to ensure that the mitigation plan is fully implemented. Financial guarantees ensuring fulfillment of the compensation project, monitoring program, and any contingency measures must be posted in accordance with AMC 19.70.150, Financial guarantee requirements.
G. Approved Mitigation Projects – Signature. On completion of construction, an as-built report for any approved mitigation project must be prepared and signed off by the applicant’s qualified professional and approved by the city. Signature of the qualified professional on the required as-built report and approval by the Director indicates that the construction has been completed as planned. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Generally. A critical area notice on title is required, as a condition of permit issuance or project approval, when a permit or development application is submitted for development on any property containing a critical area or buffer. The purpose is to inform subsequent purchasers of real property of the existence of critical areas.
1. The title notice requirement can be met through recording of a title notice on forms prepared by the city, establishment of a critical area tract, or recording of a native growth protection area easement, consistent with subsections (B) through (D) of this section, as applicable.
2. The following must be noted on all critical area title notice documents:
a. Identification of ownership and long-term maintenance responsibility of critical areas, buffers, and permanent field markings (e.g., fencing, signage);
b. Restrictions on development, vegetation removal, and application of hazardous substances (pesticides, herbicides, fertilizers) within the critical areas and buffers;
c. The right of the city to enforce the terms of the restrictions.
B. Title Notice. The title notice applicable to the property must be approved by the decision-maker and City Attorney for compliance with this provision and be filed by the property owner, at their expense, with the Skagit County Auditor’s Office. The title holder will have the right to challenge this notice and to have it extinguished if the critical area designation no longer applies. However, the title holder is responsible for completing a critical area report, subject to approval by the decision-maker, before the notice on title can be extinguished. The title notice runs with the land.
C. Critical Area Tract. Subdivisions, short subdivisions, and binding site plans must establish a separate critical area tract as a permanent protective measure for wetlands, fish and wildlife habitat conservation areas, and geological hazard areas and their buffers. The plat or binding site plan for the project must note the long-term ownership/maintenance responsibility as well as clearly depict the critical area tract, including all of the subject critical area, any required buffer, and any additional lands included voluntarily as part of the project. Should the critical area tract include several types of critical areas, separate critical area tracts must be identified.
D. Native Growth Protection Easements (NGPE). NGPE easements are required on a property where no subdivision, short subdivision, or binding site plan is proposed or required. Unless otherwise required in this chapter, NGPE easements must be recorded on title for all affected parcels prior to approval of a development application or building permit, when two or more dwelling units and/or nonresidential developments are proposed on one parcel, to delineate and protect critical areas and their buffers. The easement to be recorded must clearly depict the critical area(s), required buffer(s) and the limits of the NGPE easement. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Temporary Field Marking During Construction. The outer perimeter of the critical area buffer and the clearing limits identified by an approved permit or authorization must be marked in the field with temporary “clearing limits” fencing in such a way as to ensure that no unauthorized intrusion will occur. The marking is subject to inspection by the Director prior to the commencement of permitted activities. This temporary marking and fencing must be maintained throughout construction and may not be removed until permanent fencing and/or signs, if required, are in place.
B. Permanent Field Marking. The decision-maker may require installation of permanent signs, markers, and fencing along the outer perimeter of a critical area or its buffer when it is determined necessary to protect the critical area’s functions and values. Permanent markings must be installed prior to final project approval or occupancy, as determined by the decision-maker.
1. Signs. All critical areas, tracts, easements, and dedications should be clearly marked on the site using permanent markings, as follows:
a. Signs must be placed at least every 50 feet, with a minimum of one per lot, which include the following text, or similar, as approved by the decision-maker:
City of Anacortes Designated Critical Area. Activities, including clearing and grading, removal of vegetation, pruning, cutting of trees or shrubs, planting of nonnative species, and other alterations may be prohibited. Help protect and care for this area. Please contact the city of Anacortes with questions or concerns.
b. Signs must be made of an enamel-coated metal face and attached to a metal post or another nontreated material of equal durability.
2. Fencing. Permanent fencing should be designed so as not to interfere with species migration or wildlife movement, unless exclusion fencing is more pertinent, and constructed in a manner that minimizes impacts to the critical areas and buffers. Proposed fencing type and materials will be determined on a case-by-case basis and must be approved by the decision-maker prior to installation.
C. Maintenance and Replacement. It is the responsibility of the landowner, successors, or as otherwise assigned to maintain in perpetuity and replace, if necessary, all permanent fencing and field markings. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. The Director may require project building and construction plans be reviewed by a qualified professional for confirmation of consistency with the critical area report and recommendations prior to approval of construction plans.
B. The Director may require monitoring by a qualified professional during site alteration activities within, or adjacent to, critical areas or buffers, and/or a final inspection report by the qualified professional stating that construction has or has not implemented the design recommendations provided in the project critical area report, and evaluation of any deviation from the recommendations.
C. When the Director determines that such services are necessary to demonstrate compliance with the standards and guidelines of this chapter, they will be at the applicant’s expense. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
When determined necessary by the Director, bonds and other financial guarantees, and associated performance agreements or maintenance/defect/monitoring agreements are required for projects with required mitigation or restoration of impacts to critical areas or critical area buffers consistent with the following:
A. A performance agreement and bond, or other acceptable financial guarantees, are required from the applicant when mitigation required pursuant to a development proposal is not completed prior to final permit approval, such as final plat approval or final building inspection. The amount of the performance bond(s) must equal 125 percent of the cost of the mitigation project.
B. A performance agreement and bond, or other acceptable financial guarantees, are required from the applicant when restoration is required for remediation of a critical area violation. The amount of the performance bond(s) must equal 125 percent of the cost of the mitigation project.
C. A maintenance/defect/monitoring agreement and bond, or other acceptable financial guarantees, are required to ensure the applicant’s compliance with the conditions of the approved mitigation plan pursuant to a development proposal or restoration plan for remediation of a violation. The amount of the maintenance bond(s) must equal 125 percent of the cost of the mitigation project in addition to the cost for monitoring for a minimum of five years. The monitoring portion of the financial guarantee may be reduced in proportion to work successfully completed over the period of the bond. The bonding period must coincide with the monitoring period. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. When a critical area or its buffer has been altered in violation of this chapter, all work must stop and the critical area and buffer must be restored. The Director may issue a stop work order to cease all work, and order restoration measures at the owner’s or other responsible party’s expense to remediate the impacts of the violation of the provisions of this chapter. The city may take formal enforcement action under AMC Title 20, Civil Enforcement and Penalties, to ensure the violation is abated.
B. Requirement for Restoration Plan.
1. All work must remain stopped until a restoration plan is provided by the responsible party and approved by the city. Such a plan must be prepared by a qualified professional using the best available science and must describe how the actions proposed meet the minimum requirements described in subsection (C) of this section.
2. The Director may, at the responsible party’s expense, seek expert advice, including but not limited to third party review by a qualified professional under contract with or employed by the city, in determining if the plan meets the minimum performance standards for restoration.
3. Submittal, review, and approval of required restoration plans for remediation of violations of this chapter must be completed through a site development permit application process, either after the fact for regulated activities, or as a restoration permit for activities not allowed under these provisions.
C. Minimum Performance Standards for Restoration.
1. For alterations to critical aquifer recharge areas, wetlands, and fish and wildlife habitat conservation areas, the following minimum performance standards must be met for the restoration:
a. The pre-violation function and values of the affected critical areas and buffers must be restored, including but not limited to hydrologic, water quality and habitat functions;
b. The previolation soil types and configuration must be replicated;
c. The critical area and buffers must be replanted with a native vegetation community that reproduces the structure, species content and condition of the previolation vegetation community. Based on the historical or previolation vegetation community, native plant species must be replaced at minimum of a five-to-one ratio or installed at a density of five-feet-on-center unless approved by the decision-maker. The previolation functions and values should be replicated at the location of the alteration; and
d. Information demonstrating compliance with the requirements in AMC 19.70.130, Mitigation plan requirements, and the applicable mitigation sections for the affected type(s) of critical area(s) and their buffer(s) must be submitted to the decision-maker with a complete site development permit application.
e. These standards may be modified by the decision-maker when it can be demonstrated that greater functional and habitat values can be obtained.
2. For alterations to special flood hazard and geologically hazardous areas, the following minimum performance standards must be met for the restoration of a critical area:
a. The hazard must be reduced to a level equal to, or less than, the previolation hazard;
b. Any risk of personal injury resulting from the alteration must be eliminated or minimized; and
c. The hazard area and buffers must be replanted with native vegetation sufficient to minimize the hazard.
d. These standards may be modified by the decision-maker if the violator can demonstrate that greater safety can be obtained.
D. Site Investigation. The Director is authorized to take such actions as are necessary to enforce this chapter. The Director (or Director’s authorized representative) must present proper credentials and obtain permission before entering onto private property.
E. Penalties. Any responsible party violating the provisions of this chapter may be subject to applicable penalties per AMC Title 20, Civil Enforcement and Penalties, plus the following:
1. A square footage cost of $3.00 per square foot of impacted critical area buffer; and a square footage cost of $15.00 per square foot of impacted critical area; and
2. A per-tree penalty in the amount of $3,000 per nonsignificant tree and $9,000 per significant tree, for trees removed, or otherwise damaged, within a critical area or buffer in violation of the provisions of this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Completion of the Critical Area Review. The city’s determination regarding critical areas pursuant to this chapter is final concurrent with the final decision to approve, condition, or deny the underlying permit for the development proposal or other activity involved.
B. Appeals. Any decision to approve, condition, or deny a development activity proposal or other activity based on the requirements of this chapter may be appealed according to, and as part of, the appeal procedure for the underlying permit or approval involved. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
It is the purpose of this chapter to protect the functions and values of wetlands, which serve many important ecological and environmental functions and help to protect public health, safety, and welfare by providing flood storage and conveyance, and erosion control, while also providing fish and wildlife habitat, recreation, water quality protection, water storage, education, scientific research opportunities and other public benefits. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Designation. All areas meeting the definition of a wetland and the wetland identification criteria pursuant to this chapter, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter.
B. Rating. Wetlands must be rated by a qualified professional according to the Washington State Department of Ecology Wetland Rating System for Western Washington – 2014 Update (Ecology Publication No. 14-06-029, October 2014), or as revised. Wetland rating categories will be applied as the wetland exists on the date of adoption of the rating system by the city, as the wetland naturally changes in accordance with permitted activities.
1. Category I. Category I wetlands are those that represent unique or rare wetland types, are more sensitive to disturbance than most wetlands, are relatively undisturbed and contain ecological attributes that are impossible to replace within a human lifetime, or provide a high level of functions. The following types of wetlands are Category I:
a. Relatively undisturbed estuarine wetlands larger than one acre;
b. Wetlands of high conservation value identified by scientists of the Washington Natural Heritage Program/Department of Natural Resources (DNR);
c. Bogs;
d. Mature forested wetlands larger than one acre;
e. Wetlands in coastal lagoons; and
f. Wetlands that perform many functions well and have a total score of 23 points or more in the wetland rating.
2. Category II. Category II wetlands are those wetlands that are difficult, though not impossible, to replace, and provide high levels of some functions. The following types of wetlands are Category II:
a. Estuarine wetlands smaller than one acre or disturbed estuarine wetlands larger than one acre;
b. Wetlands with a moderately high level of functions and a total score of 20 to 22 points in the wetland rating;
c. Wetlands in coastal lagoons that are relatively undisturbed and equal to or smaller than one-tenth acre (4,350 square feet).
3. Category III. Category III wetlands are those with a moderate level of functions, generally have been disturbed in some ways, can often be adequately replaced with a well-planned mitigation project, and are often less diverse or more isolated from other natural resources in the landscape than Category II wetlands. The following types of wetlands are Category III:
a. Wetlands with a moderate level of functions with a total score of 16 to 19 points in the wetland rating.
4. Category IV. Category IV wetlands have the lowest levels of functions and are often heavily disturbed, with a total score of 15 points or less in the wetland rating. The functions provided by Category IV wetlands are generally easier to replace, and in some cases can be improved. However, experience has shown that replacement of functions cannot be guaranteed in any specific case. These wetlands may provide some important functions that need to be protected.
C. Illegal Modifications. When a violation occurs wetland rating categories do not change due to illegal modifications or alterations. A wetland’s category must be based on the pre-violation condition of the wetland. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Mapping. The approximate location and extent of potential wetlands are shown in the wetland data layer maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and inventories, that depict areas of hydric soils and potential wetland areas, are hereby adopted by reference as amended:
1. Soils maps produced by the U.S. Department of Agriculture, National Resources Conservation Service; and
2. The National Wetlands Inventory, produced by the U.S. Fish and Wildlife Service.
B. Reference Only. The maps and resources cited above are to be used as a guide for the Department, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation.
C. Identification and Delineation. Identification of wetlands and delineation of their boundaries pursuant to this chapter must be done in accordance with the adopted federal wetland delineation manual and applicable regional supplements per WAC 173-22-035. The exact location of a wetland’s boundary must be determined through the performance of a field investigation by a qualified professional. Evidence documenting the results of the boundary survey, including evidence of a lack of wetland indicators if no wetlands are identified, must be submitted to the city. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. All development activities and uses are prohibited in wetlands and wetland buffers, unless administered through the permit procedures above, and the performance standards described herein, and only when it is demonstrated that the activity will not result in a loss of the functions and values of the wetland through the application of mitigation sequencing in AMC 19.70.125, Mitigation requirements.
B. Exemptions. Exemptions to this chapter are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Subdivisions. The subdivision and/or short subdivision of land in wetlands and associated buffers are subject to the following:
1. Land that is located wholly within a wetland and/or its buffer may not be subdivided; and
2. Land that is located partially within a wetland and/or its buffer may be subdivided; provided, each lot will meet all zoning standards in AMC Chapter 19.42 without encroaching into the wetland or buffer. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Category I Wetlands. Development activities and uses that result in alteration of Category I wetlands and their associated buffers are prohibited, unless the denial will prevent all reasonable economic use of the property. The development may be permitted through a critical area variance if it is determined to be the minimum impact possible and a reasonable use as prescribed in AMC 19.70.050, Reasonable use exception and critical area variance.
B. Category II, III and IV Wetlands. Development activities that result in alteration of Category II, III or IV wetlands may be permitted upon demonstration, through a critical area report meeting the requirements of this chapter, that:
1. Mitigation sequencing has been applied per AMC 19.70.125(A);
2. The proposed alteration will not degrade the quantitative and qualitative functioning of the wetland, or that any degradation can be adequately mitigated to protect or compensate for the wetland functions that are lost;
3. Small, Hydrologically Isolated Category IV Wetlands (Less than 1,000 Square Feet). The decision-maker may allow small, hydrologically isolated Category IV wetlands to be exempt from the requirement to avoid impacts (AMC 19.70.125(A)(1)), and allow alteration of such wetlands if all of the following conditions are met:
a. The remaining mitigation sequencing actions of AMC 19.70.125(A)(2) through 19.70.125(A)(6) are followed;
b. The wetland is less than 1,000 square feet in area;
c. The wetland does not have unique characteristics that would be difficult to replace through standard compensatory mitigation practices;
d. The wetland is a low-quality Category IV wetland with a habitat score of less than five points in the adopted rating system;
e. The wetland does not provide significant suitable breeding habitat for native amphibian species. Suitable breeding habitat may be indicated by adequate stable and seasonal inundation that is persistent from February to at least through April and presence of thin-stemmed emergent vegetation and/or clean water;
f. The wetland does not contain habitat identified as essential for local populations of priority species identified by the Washington Department of Fish and Wildlife or species of local importance which are regulated as fish and wildlife habitat conservation areas in Part 3 FWHCA;
g. The wetland is not associated with shorelines of the state or their associated buffers;
h. The wetland is not associated with riparian areas or buffers;
i. The wetland is not part of a wetland mosaic; and
j. A mitigation plan to replace lost wetland functions and values is developed, approved, and implemented consistent with AMC 19.70.130, Mitigation plan requirements.
k. In order to verify that the wetland meets these exemption conditions, a critical area report for wetlands meeting the requirements in this chapter must be submitted;
4. Small, Hydrologically Isolated Category IV Wetlands (Less than 1,000 Square Feet). Wetlands less than 1,000 square feet that meet the criteria in subsection (B)(3) of this section and that do not contain federally listed species or their critical habitat are exempt from the buffer provisions contained in this chapter. In order to verify that the wetland meets this exemption, a critical area report for wetlands meeting the requirements in this chapter must be submitted. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Buffer Requirements. Wetland buffers must be established to protect the integrity, functions and values of the wetland. The standard buffer widths in Tables 19.70.235(B), 19.70.235(C) and 19.70.235(D) have been established in accordance with the best available science. The buffer widths must be determined based on the category of wetland, surrounding land use intensity, and the habitat score as assigned by a qualified wetland professional using the most up-to-date version of the Washington State Wetland Rating System for Western Washington.
1. Measurement of Wetland Buffers. All buffers must be measured horizontally from the edge of the wetland boundary as surveyed in the field. The width of the wetland buffer must be determined according to Tables 19.70.235(B), 19.70.235(C) and 19.70.235(D).
2. Buffer Standards. The buffer standards required by this chapter presume the existence of a dense vegetation community in the buffer adequate to protect the wetland functions and values. When a buffer lacks adequate vegetation, the decision-maker may increase the standard buffer, require buffer planting or other enhancements, and/or deny a proposal for buffer reduction or buffer averaging.
B. For the purposes of buffer determination below, land use intensity rating is as follows:
Table 19.70.235(A)
High Land Use Intensity | Land use that includes the following uses or activities: commercial, industrial, institutional, retail sales, nonresidential use in zones where the primary intent is residential, residential, high-intensity recreation (such as golf courses, ball fields), and hobby farms. |
Moderate Land Use Intensity | Land use that includes the following uses or activities: moderate-intensity open space (parks, paved trails, and logging roads). |
Low Land Use Intensity | Land use that includes the following uses or activities: forestry (cutting of trees only), low-intensity open space (such as outdoor recreation activities and natural resources preservation), unpaved trails. |
C. There are three sets of buffer standards, based on these parameters:
1. Buffer widths for wetlands that have a high level of function for wildlife habitat as indicated by a habitat function score of eight or nine points on the wetland rating form:
2. Buffer widths for wetlands that have a moderate level of function for wildlife habitat as indicated by a habitat function score of six or seven points on the wetland rating form:
3. Buffer widths for wetlands that have a low level of function for wildlife habitat as indicated by a habitat function score of three to five points on the wetland rating form:
D. Reducing Buffer Widths.
1. For wetlands that score six points or more for habitat function, buffer widths for high intensity may be reduced to moderate intensity if both of the following criteria are met:
a. A relatively undisturbed, vegetated corridor at least 100 feet wide is protected between the wetland and any other relatively undisturbed area, as defined in the 2014 Wetland Rating System, or any other priority habitat as defined by the Washington State Department of Fish and Wildlife. The latest definitions of priority habitats and their locations are available on the WDFW web site at: https://wdfw.wa.gov/species-habitats/at-risk/phs/list.
b. The corridor must be protected for the entire distance between the wetland and the relatively undisturbed area or priority habitat by some type of legal protection such as a conservation easement. Presence or absence of a nearby habitat must be confirmed by a qualified biologist.
2. The measures in Table 19.70.235(E) are implemented, where applicable, to minimize the impacts of the adjacent land uses.
3. For wetlands that score three to five habitat points, only the measures in Table 19.70.250(E) are required for the use of moderate intensity buffer widths.
4. If an applicant chooses not to apply the mitigation measures in Table 19.70.250(E), or is unable to provide a protected corridor where available, then high intensity buffer widths must be used.
Table 19.70.235(E)
Disturbance | Required Measures to Minimize Impacts |
|---|---|
Lights | • Direct lights away from wetland |
Noise | • Locate activity that generates noise away from wetland • If warranted, enhance existing buffer with native vegetation plantings adjacent to noise source • For activities that generate relatively continuous, potentially disruptive noise, such as certain heavy industry or mining, establish an additional 10-foot heavily vegetated buffer strip immediately adjacent to the outer wetland buffer |
Toxic runoff | • Route all new, untreated runoff away from wetland while ensuring wetland is not dewatered • Establish covenants limiting use of pesticides within 150 feet of wetland • Apply integrated pest management |
Stormwater runoff | • Retrofit stormwater detention and treatment for roads and existing adjacent development • Prevent channelized flow from lawns that directly enters the buffer • Use low intensity development techniques (for more information refer to the stormwater manual) |
Change in water regime (increase or decrease in the frequency, duration, timing, extent, depth or variability of water in a wetland) | • Infiltrate or treat, detain, and disperse into buffer new runoff from impervious surfaces and new lawns |
Pets and human disturbance | • Use privacy fencing OR plant dense vegetation to delineate buffer edge and to discourage disturbance using vegetation appropriate for the ecoregion • Place wetland and its buffer in a separate tract or protect with a conservation easement |
Dust | • Use best management practices to control dust |
E. Increasing Buffer Widths. Buffer widths may be increased, on a case-by-case basis, as determined by the decision-maker. This determination must be supported by appropriate documentation showing that it is necessary to protect wetland functions and values. Documentation must include, but is not limited to, any of the following:
1. The wetland is used by a plant or animal species listed by the federal government or the state as endangered, threatened, candidate, sensitive, monitored, or documented priority species or habitats, or the wetland is essential or outstanding habitat for those species or has unusual nesting or resting sites such as heron rookeries or raptor nesting trees; or
2. The adjacent land has slopes greater than 15 percent and is susceptible to severe erosion, and erosion-control measures will not effectively prevent adverse wetland impacts; or
3. The adjacent land has minimal vegetative cover on slopes greater than 30 percent. In lieu of increasing the buffer width where existing buffer vegetation is inadequate to protect the wetland functions and values, development and implementation of a wetland buffer restoration/enhancement plan in accordance with AMC 19.70.245, Compensatory mitigation performance standards and requirements, may be substituted.
F. Averaging Buffer Widths. The decision-maker may allow averaging of wetland buffer widths on a case-by-case basis when the critical area report demonstrates that the following criteria are met:
1. There is not a feasible alternative to the site design that could be accomplished without buffer averaging;
2. The buffer averaging improves the functions or values of the wetland, either through preservation of total buffer area or enhancement of buffer areas including the creation of connectivity and corridors;
3. The total area contained in the buffer area after averaging is no less than that which would be contained within the standard buffer;
4. The wetland contains variation in sensitivity due to existing physical characteristics or the character of the buffer varies in slope, soils, or vegetation, and the wetland would benefit from a wider buffer in places and would not be adversely impacted by a narrow buffer in other places;
5. The buffer width at its narrowest point is not reduced to less than 75 percent of the standard width.
G. Measurement of Wetland Buffers. All buffers must be measured perpendicular from the wetland boundary as surveyed in the field. The buffer for a wetland created, restored, or enhanced as a compensation for approved wetland alterations must be the same as the buffer required for the category of the created, restored, or enhanced wetland.
H. Buffers on Mitigation Sites. Buffer widths must be applied to mitigation sites consistent with the wetland ratings and buffer requirements of this chapter for subsequent development proposals based on expected category of the wetland once the mitigation actions are taken. Only fully vegetated buffers with predominantly native plants will be included in the new buffer area. Lawns, walkways, driveways, and other mowed or paved areas will not count towards the required buffer calculations.
I. Buffer Maintenance. Except as otherwise specified or allowed in accordance with this chapter, wetland buffers must be retained in an undisturbed or enhanced condition. In the case of compensatory mitigation sites, removal of invasive nonnative weeds is required for the duration of the mitigation bond.
J. Buffer Impacts. When buffer impacts occur, compensatory mitigation must be provided at a minimum ratio of one-to-one for the area impacted. The mitigation must occur on the same site when feasible or within the same wetland system preferably. The mitigation must ensure that the wetland functions and values are not diminished due to the buffer impacts.
K. Stormwater Management Facilities. Stormwater management facilities may be allowed in Category III and IV wetland buffers if they meet all of the criteria identified below:
1. The wetland is classified as a Category III or a Category IV wetland with a habitat score of three to five points or less; and
2. There will be “no net loss” of functions and values of the wetlands; and
3. The wetland does not contain a breeding population of any native amphibian species; and
4. The hydrologic functions of the wetland can be improved as outlined in questions 3, 4, and 5 of Chart 4 and questions 2, 3, and 4 of Chart 5 in the “Guide for Selecting Mitigation Sites Using a Watershed Approach” (available here: https://apps.ecology.wa.gov/publications/documents/0906032.pdf); or the wetland is part of a priority restoration plan that achieves restoration goals identified in a Shoreline Master Program or other local or regional watershed plan; and
5. The wetland lies in the natural routing of the runoff, and the discharge follows the natural routing; and
6. All regulations regarding stormwater and wetland management are followed, including but not limited to local and state wetland and stormwater codes, manuals, and permits; and
7. Modifications will require permits. Existing functions and values that are lost would have to be compensated/replaced through an approved mitigation plan.
L. Setbacks From Buffers. Buildings, structures, paving, and other hard surfacing must be set back a minimum distance of 10 feet from the edge of the wetland buffer, or edge of the wetland if no buffer is required, unless otherwise determined by the decision-maker that a smaller distance would meet the intent of this subsection. This setback is to avoid conflicts with tree branches and/or critical root zones of trees that are in the buffer or will be planted in the buffer. The following may be allowed in the building setback from the buffer if they do not cause damage to the critical root zone of trees in the buffer:
1. Landscaping;
2. Uncovered decks, roof eaves and overhangs, unroofed stairways and steps;
3. Pervious ground surfaces, such as driveways, patios, and parking may be allowed; provided, that it is engineered as a permeable pavement system as defined in this chapter. Such improvements may be subject to the requirements in AMC Chapter 19.76, Stormwater.
M. Functionally Separated and Isolated Buffers. Consistent with the definition of “buffer” in this chapter, areas that are functionally isolated and physically separated from a wetland due to existing, legally established roadways, railroads or other legally established structures or paved areas eight feet or more in width that occur between the area in question and the wetland must be considered physically isolated and functionally separated buffer. Once determined by the Director, based on a submitted critical area report, to be a physically separated and functionally isolated wetland buffer, development proposals are allowed in these areas. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for Wetlands. In addition to the minimum report contents required per AMC 19.70.115, Critical area reports, wetland reports must also include:
1. For each wetland identified on site and off site within 300 feet of the project site provide: the wetland rating, including a description of and score for each function, per wetland ratings (AMC 19.70.215); required buffers (AMC 19.70.235); hydrogeomorphic classification; wetland acreage based on a professional survey from the field delineation (acreages for on-site portion and entire wetland area including off-site portions); Cowardin classification of vegetation communities; habitat elements; soil conditions based on site assessment and/or soil survey information; and to the extent possible, hydrologic information such as location and condition of inlets/outlets (if they can be legally accessed), estimated water depths within the wetland, and estimated hydroperiod patterns based on visual cues (e.g., algal mats, drift lines, flood debris, etc.). Provide acreage estimates, classifications, and ratings based on entire wetland complexes, not only the portion present on the proposed project site;
2. A discussion of the potential impacts to the wetland(s) associated with anticipated hydroperiod alterations from the project;
3. A description of the proposed actions, including an estimation of acreages of impacts to wetlands and buffers based on the field delineation and survey and an analysis of site development alternatives, including a no-development alternative;
4. An assessment of the probable cumulative impacts to the wetlands and buffers resulting from the proposed development;
5. A description of reasonable efforts made to apply mitigation sequencing pursuant to AMC 19.70.125, Mitigation requirements, to avoid, minimize, and mitigate impacts to critical areas and a discussion of measures, including avoidance, minimization, and compensation, proposed to preserve existing wetlands and restore any wetlands that were degraded prior to the current proposed land-use activity;
6. A conservation strategy for habitat and native vegetation that addresses methods to protect and enhance on-site habitat and wetland functions; and
7. An evaluation of the functions of the wetland and adjacent buffer. Include reference for the method used and data sheets.
B. Additional Information. When appropriate due to the proposed impacts or the project area conditions, the Director may also require the critical area report to include:
1. A request for consultation with the Washington Department of Fish and Wildlife (WDFW), Washington State Department of Ecology (Ecology), local Native American tribes, and/or other appropriate agency;
2. Copies of the Joint Aquatic Resource Permit Application (JARPA) and related approvals, such as a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW), when applicable to the project; and
3. Detailed surface and subsurface hydrologic features both on and adjacent to the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Compensatory Mitigation Plan. When a project involves wetland and/or buffer impacts, a compensatory mitigation plan must be included as part of the required critical area report. Compensatory wetland mitigation plans must meet the minimum requirements of AMC 19.70.125, Mitigation requirements, and demonstrate compliance with AMC 19.70.130, Mitigation plan requirements. Full guidance can be found in Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised). The mitigation plan must meet the following additional standards:
1. Description of the existing wetland and buffer areas proposed to be impacted. Include acreage (or square footage), water regime, vegetation, soils, landscape position, surrounding land uses, and functions. Also describe impacts in terms of acreage by Cowardin classification, hydrogeomorphic classification, and wetland rating, based on wetland ratings (AMC 19.70.215(B));
2. Description of the compensatory mitigation site, including location and rationale for selection. Include an assessment of existing conditions: acreage (or square footage) of wetlands and uplands, water regime, sources of water, vegetation, soils, landscape position, surrounding land uses, and functions. Estimate future conditions in this location if the compensation actions are not undertaken (i.e., how would this site progress through natural succession);
3. A description of the proposed actions for compensation of wetland and upland areas affected by the project. Include overall goals of the proposed mitigation, including a description of the targeted functions, hydrogeomorphic classification, categories of wetlands, and mitigation ratios applied (if ratio approach used);
4. A description of the proposed mitigation construction activities, construction/installation notes, and timing of activities;
5. A discussion of ongoing management practices that will protect wetlands after the project site has been developed, including proposed monitoring and maintenance programs (for remaining wetlands and compensatory mitigation wetlands);
6. Proof of establishment of notice on title for the wetlands and buffers on the project site, including the compensatory mitigation areas; and
7. The scaled plan sheets for the compensatory mitigation must contain, at a minimum:
a. An accurate depiction of the existing wetland and buffers, proposed areas of wetland and/or buffer impacts, location of proposed wetland and/or buffer compensation actions;
b. Existing topography, ground-proofed, at two-foot contour intervals in the zone of the proposed compensation actions if any grading activity is proposed to create the compensation area(s). Also existing cross-sections of on-site wetland areas that are proposed to be impacted and cross-section(s) (estimated one-foot intervals) for the proposed areas of wetland or buffer compensation;
c. Surface and subsurface hydrologic conditions, including an analysis of existing and proposed hydrologic regimes for enhanced, created, or restored compensatory mitigation areas. Also, illustrations of how data for existing hydrologic conditions were used to determine the estimates of future hydrologic conditions;
d. Conditions expected from the proposed actions on site, including future hydrogeomorphic types, vegetation community types by dominant species (wetland and upland), and future water regimes;
e. Required wetland buffers for existing wetlands and proposed compensation areas. Also, identify any zones where buffers are proposed to be reduced or enlarged outside of the standards identified in this chapter;
f. A plant schedule for the compensation area, including all species by proposed community type and water regime, size and type of plant material to be installed, spacing of plants, typical clustering patterns, typical plant installation details and notes, total number of each species by community type, timing of installation; and
g. Performance standards (measurable standards reflective of years post-installation) for upland and wetland communities, monitoring plan, contingency plan, and maintenance schedule, and actions. Standards for success must be established based on the performance standards identified and the functions and values being mitigated based on the guidance in Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised).
B. Requirements for Compensatory Mitigation.
1. Compensatory mitigation for alterations to wetlands may be used only for impacts that cannot be avoided or minimized, except as otherwise exempted in AMC 19.70.230, Specific wetland category development standards, and must achieve equivalent or greater biologic functions. Compensatory mitigation plans must be consistent with Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1) (Ecology Publication No. 06-06-011b, March 2006, or as revised).
2. Mitigation ratios must be consistent with subsection (J) of this section.
3. Mitigation requirements may also be determined using the credit/debit tool described in “Calculating Credits and Debits for Compensatory Mitigation in Wetlands of Western Washington: Final Report, March 2012” (Ecology Publication No. 10-06-011, March 2012, or as revised) consistent with subsection (H) of this section.
C. Compensating for Lost or Impacted Wetland Functions. Compensatory mitigation must address the functions and values affected by the proposed project, with an intention to achieve functional equivalency or improvement of functions and values. The goal for the compensatory mitigation must be to provide similar wetland functions and values as those lost, except when either:
1. The lost wetland provides minimal functions and values, and the proposed compensatory mitigation action(s) will provide equal or greater functions and values or will provide functions and values shown to be limited within a watershed through a formal Washington State watershed assessment plan or protocol; or
2. Out-of-kind replacement of wetland type or functions and values will best meet watershed goals formally identified by the city, such as replacement of historically diminished wetland types.
D. Preference of Mitigation Actions. Methods to achieve compensation for wetland functions and values must be approached in the following order of preference:
1. Restoration. The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural or historic functions to a former or degraded wetland. Restoration of wetlands includes reestablishment and rehabilitation.
a. Reestablishment. Returning natural or historic functions to a former wetland. Reestablishment results in a gain in wetland acres (and functions). Activities could include removing fill material, plugging ditches, or breaking drain tiles.
b. Rehabilitation. Repairing natural or historic functions of a degraded wetland. Rehabilitation results in a gain in wetland function but does not result in a gain in wetland acres. Activities could involve breaching a dike to reconnect wetlands to a floodplain or return tidal influence to a wetland.
2. Creation. Creation (establishment) of wetlands on disturbed upland sites, such as those with vegetative cover consisting primarily of nonnative species. This should be attempted only when there is an adequate source of water and it can be shown that the surface and subsurface hydrologic regime is conducive to the wetland community that is anticipated in the design.
3. Enhancement. Enhancement of significantly degraded wetlands in combination with restoration or creation. Enhancement alone will result in a loss of wetland acreage and is less effective at replacing the functions and values lost. Enhancement should be part of a mitigation package that includes replacing the impacted area and meeting appropriate ratio requirements.
4. Preservation. Preservation of high-quality, at-risk wetlands as compensation is generally acceptable when done in combination with restoration, creation, or enhancement; provided, that a minimum of one-to-one acreage replacement is provided by reestablishment or creation. Preservation of high-quality, at-risk wetlands and habitat may be considered as the sole means of compensation for wetland impacts when the following criteria are met:
a. Proposed wetland impacts will not have a significant adverse impact on habitat for listed fish, or other ESA-listed species;
b. There is no net loss of habitat functions within the watershed or basin;
c. Mitigation ratios for preservation as the sole means of mitigation must generally start at 20-to-one. Specific ratios should depend upon the significance of the preservation project and the quality of the wetland resources lost;
d. The impact area is small (generally less than one-half acre) and/or impacts are occurring to a low-functioning system (Category III or IV wetland); and
e. All preservation sites must include buffer areas adequate to protect the habitat and its functions from encroachment and degradation.
5. Wetland Bank or Advanced Wetland Mitigation. For future use since no current banks have a service area in Anacortes.
E. Type and Location of Compensatory Mitigation. Unless it is demonstrated that a higher level of ecological functioning would result from an alternative mitigation approach, compensatory mitigation for ecological functions should be either in-kind and on site, or in-kind and within the same stream reach, sub-basin, or drift cell (if estuarine wetlands are impacted). Compensatory mitigation actions must be conducted within the same sub-basin or on the site of the alteration, except when the following apply:
1. The conditions in subsection (B) of this section are met.
2. There are no reasonable opportunities on site or within the sub-basin (e.g., on-site options would require elimination of high-functioning upland habitat), or opportunities on site or within the sub-basin do not have a high likelihood of success based on a determination of the capacity of the site to compensate for the impacts. Considerations should include:
a. Anticipated replacement ratios for wetland mitigation;
b. Buffer conditions and proposed widths;
c. Available water to maintain anticipated hydrogeomorphic classes of wetlands when restored;
d. Proposed flood storage capacity, and potential to mitigate riparian fish and wildlife impacts (such as connectivity);
e. Off-site mitigation has a greater likelihood of providing equal or improved wetland functions than the impacted wetland;
f. Off-site locations must be in the same sub-basin, unless watershed goals for water quality, flood storage or conveyance, habitat, or other wetland functions have been established by the city and strongly justify location of mitigation at another site; and
g. The design for the compensatory mitigation project needs to be appropriate for its location (i.e., position in the landscape). Therefore, compensatory mitigation should not result in the creation, restoration, or enhancement of an atypical wetland. An atypical wetland refers to a compensation wetland (e.g., created or enhanced) that does not match the type of existing wetland that would be found in the geomorphic setting of the site (i.e., the water source(s) and hydroperiod proposed for the mitigation site are not typical for the geomorphic setting). Likewise, it should not provide exaggerated morphology or require a berm or other engineered structures to hold back water. For example, excavating a permanently inundated pond in an existing, seasonally saturated or inundated wetland is one example of an enhancement project that could result in an atypical wetland. Another example would be excavating depressions in an existing wetland on a slope, which would require the construction of berms to hold the water.
F. Wetland Mitigation Banks. Credits from a wetland mitigation bank certified under Chapter 173-700 WAC may be used to compensate for impacts located within the service area specified in the mitigation bank instrument, if:
1. The proposal would provide appropriate compensation for the proposed impacts;
2. The impact site is located in the service area of the bank;
3. The proposed use of credits is consistent with the terms and conditions of the certified mitigation bank instrument; and
4. Replacement ratios using bank credits are consistent with replacement ratios specified in the certified mitigation bank instrument.
G. In-Lieu Fee Mitigation. Credits from an approved in-lieu fee (ILF) program may be used when all of the following apply:
1. The decision-maker determines that it would provide environmentally appropriate compensation for the proposed impacts.
2. The proposed use of credits is consistent with the terms and conditions of the approved ILF program instrument.
3. Projects using ILF credits must have debits associated with the proposed impacts calculated by the applicant’s qualified wetland professional using the credit assessment method specified in the approved instrument for the ILF program.
4. The impacts are located within the service area specified in the approved ILF instrument.
H. Permittee-Responsible Mitigation. This type of mitigation is defined in 33 CFR 332 as “an aquatic resource restoration, establishment, enhancement and/or preservation activity undertaken by the permittee (or an authorized agent or contractor) to provide compensatory mitigation for which the permittee retains full responsibility.” The permittee performs the mitigation either before the project impact occurs and before any project impact permit is issued (advance permittee-responsible mitigation) or at the same time as the project impact is occurring after the project impact permit is issued (concurrent permittee-responsible mitigation). The permittee is ultimately responsible for implementation and success of the mitigation. For advance mitigation, the permittee generates mitigation credits that may be used to compensate for future wetland or buffer impacts. Only the permittee may use the advance mitigation credits. Permittee-responsible mitigation may occur at the site of the permitted impacts or at an off-site location within the same watershed. Permittee-responsible mitigation must be used only if the applicant’s qualified wetland professional demonstrates to the decision-maker’s satisfaction that the proposed approach is ecologically preferable to use of a bank or ILF program, consistent with the criteria in this section.
I. Alternative Mitigation Plan. The decision-maker may approve an alternative wetland mitigation plan that is based on best available science. Proposed alternative mitigation plans must provide an equivalent or better level of protection of wetland functions and values than would be provided by the strict application of this chapter.
1. The following will be considered in the approval of an alternative mitigation plan:
a. The plan uses a watershed approach consistent with “Selecting Wetland Mitigation Sites Using a Watershed Approach (Western Washington)” (Ecology Publication No. 09-06-032, Olympia, WA, December 2009).
b. Creation or enhancement of a larger system of natural areas and open space is preferable to the preservation of many individual small habitat areas.
c. Mitigation according to subsection (D) of this section is not feasible due to site constraints including but not limited to parcel size, stream type, wetland category, or geologically hazardous areas.
d. There is a clear potential for success of the proposed compensation at the identified site.
e. The plan must contain clear and measurable standards for achieving compliance with the specific provisions of the plan, consistent with AMC 19.70.130, Mitigation plan requirements.
f. The plan must be reviewed and approved as part of the overall approval of the proposed use.
g. A wetland of a different type may be justified based on regional needs or functions and values; the replacement ratios may not be reduced or eliminated unless the reduction results in a preferred environmental alternative.
h. Mitigation guarantees must meet the minimum requirements as outlined in AMC 19.70.150, Financial guarantee requirements.
i. Qualified professionals in each of the critical areas addressed must prepare the plan.
j. The city may consult with agencies with expertise and jurisdiction over the critical areas during the review to assist with analysis and identification of appropriate performance measures that adequately safeguard critical areas.
J. Wetland Mitigation Ratios. The ratios below are based on the assumption that the rehabilitation or enhancement actions implemented represent the average degree of improvement possible for the site. Proposals to implement more effective rehabilitation or enhancement actions may result in a lower ratio, while less effective actions may result in a higher ratio. The distinction between rehabilitation and enhancement is not clear-cut. Instead, rehabilitation and enhancement actions span a continuum. Proposals that fall within the gray area between rehabilitation and enhancement will result in a ratio that lies between the ratios for rehabilitation and the ratios for enhancement.
Table 19.70.245 Wetland Mitigation Ratios
Category and Type of Wetland | Creation or Reestablishment | Rehabilitation Only | Reestablishment or Creation (R/C) and Rehab (RH) | Reestablishment or Creation (R/C) and Enhancement (E) | Enhancement Only |
|---|---|---|---|---|---|
Category I Mature Forested | 6:1 | 12:1 | 1:1 R/C & 10:1 RH | 1:1 R/C & 20:1 E | 24:1 |
Category I – based on score for functions | 4:1 | 8:1 | 1:1 R/C & 6:1 RH | 1:1 R/C & 12:1 E | 16:1 |
Category I Natural Heritage Site | Not allowed | 6:1 Rehabilitation of a Natural Heritage Site | Not allowed | Not allowed | Case-by-case |
Category I Bog | Not allowed | 6:1 Rehabilitation of a bog | Not allowed | Not allowed | Case-by-case |
Category I Estuarine | Case-by-case | 6:1 Rehabilitation of an estuarine wetland | Case-by-case | Case-by-case | Case-by-case |
Category II | 3:1 | 6:1 | 1:1 R/C & 4:1 RH | 1:1 R/C & 8:1 E | 12:1 |
Category III | 2:1 | 4:1 | 1:1 R/C & 2:1 RH | 1:1 R/C & 4:1 E | 8:1 |
Category IV | 1.5:1 | 3:1 | 1:1 R/C & 1:1 RH | 1:1 R/C & 2:1 E | 6:1 |
K. Buffer Mitigation Ratios. Impacts to buffers must be mitigated at a one-to-one ratio. Compensatory buffer mitigation must replace those buffer functions lost from development.
L. Mitigation Performance Standards. Wetland mitigation plans must be consistent with AMC 19.70.125, Mitigation requirements, and AMC 19.70.130, Mitigation plan requirements, and “Wetland Mitigation in Washington State: Part 1 – Agency Policies and Guidance” (Version 1, Ecology Publication No. 06-06-011a), or as amended, and best available science.
M. Minimum Standards. The design standards in this section must be incorporated into mitigation plans submitted to the city for impacts to wetlands and/or wetland buffers. The following standards apply to any mitigation proposed within Category I, II, III and IV wetlands and their buffers. Modifications to these design standards consistent with the guidance in “Wetland Mitigation in Washington State: Part 2 – Developing Mitigation Plans (Version 1)” (Ecology Publication No. 06-06-011b, March 2006, or as revised) may be considered for approval by the decision-maker as alternatives to the following standards:
1. Plants native to the region (not introduced, nonnative or exotic species) must be used.
2. Plant species selection must be consistent with the existing or projected hydrologic regime, including base water levels and stormwater event fluctuations.
3. Plant species selection must be consistent with the site environmental conditions such as slope, aspect, soils and exposure to sun, wind and rain.
4. Plants should be commercially available or available from local sources.
5. Native plant species high in food and cover value for fish and wildlife should be prioritized, as appropriate for the site.
6. Plant selection must be approved by a qualified professional.
7. The following standards apply to wetland design and construction:
a. For wetland creation sites, preliminary investigations of existing hydrology at the site must be completed to confirm that the site has adequate source hydrology (e.g., high groundwater, precipitation or riverine flooding) to support wetland conditions.
b. Water depth in areas of seasonal or occasional inundation must not exceed three feet (0.914 meters), unless the proposed mitigation is compensating for impacts to unvegetated/open water areas.
c. If creating or rehabilitating a slope wetland, the grade or slope within the wetland must not exceed six percent, unless otherwise approved by the decision-maker.
d. Slopes within the wetland contributing basin and the buffer zone must not be steeper than three-to-one (horizontal to vertical).
e. The wetland (excluding the buffer area) should not contain more than 20 percent unvegetated/open water areas as measured at the seasonal high water mark, unless the mitigation is compensating for vegetated.
f. Site soils must be free of contamination and/or hazardous materials, and must have adequate organic content and porosity to support the proposed native plant community.
g. Planting densities and placement of plants should be determined by a qualified professional and shown on the design plans.
8. The planting plan must be approved by the city.
9. Stockpiling soil and construction materials should be confined to upland areas and contract specifications should limit stockpiling of earthen materials to durations in accordance with city clearing and grading standards, unless otherwise approved by the city.
10. Planting instructions must be submitted which describe placement, diversity, and spacing of seeds, tubers, bulbs, rhizomes, sprigs, plugs, and transplanted stock.
11. Controlled release fertilizer (if required) must be used in upland areas only (buffers and other nonwetland areas) and must be installed into the planting hole only at the time of planting. No fertilizer must be applied to the ground surface.
12. An irrigation system must be installed or watering afforded by trucks or hoses to provide water for installed plants and seeded areas to supplement rainfall to ensure that plants receive approximately one-half inch of water per week during the dry season of the first two years after plant installation.
13. All construction specifications and methods must be approved by a qualified professional and the city.
14. Construction management provided must be provided by a qualified professional. Ongoing work on site must be inspected by the city. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Fish and wildlife habitat conservation areas are lands managed for maintaining populations of species in suitable habitats within their natural geographic distribution so that the habitat available is sufficient to support viable populations over the long term and isolated subpopulations are not created. In addition to their intrinsic value, certain species of fish and wildlife represent important historic, cultural, recreational and economic resources.
B. It is the purpose of this chapter to protect fish and wildlife populations and their associated habitats and provide special consideration to conservation or protection measures necessary to preserve or enhance anadromous species. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Fish and wildlife habitat conservation areas (FWHCAs) are designated as follows:
1. Critical saltwater habitats, which include all kelp beds, eelgrass beds, spawning and holding areas for forage fish, such as herring, smelt and sand lance; subsistence, commercial and recreational shellfish beds; mudflats, intertidal habitats with vascular plants, and areas with which priority species have a primary association;
2. Naturally occurring ponds under 20 acres with submerged aquatic beds that provide fish or wildlife habitat as further defined in WAC 365-190-130(4)(e);
3. Riparian management zones as defined in AMC 19.70.330 and waters of the state, including but not limited to Whistle Creek, Happy Valley Stream, Ace of Hearts Creek, Beaver Brook, Cranberry Creek, Clyde Creek, Anaco Bourn, Morrison Run, Cedar Springs, Weaverling Rill, Miller Creek, Aqua Creek, Howard Creek, Summit Creek, and March’s Run;
4. Lakes, ponds, streams, and rivers planted with game fish by a governmental or tribal entity;
5. Areas with which anadromous fish species have a primary association;
6. State natural area preserves, natural resource conservation areas, and state wildlife areas as established by Washington State Department of Natural Resources;
7. Areas of rare plant species and high-quality ecosystems as identified by the Washington State Department of Natural Resources through the Natural Heritage Program in Chapter 79.70 RCW;
8. State priority habitats and areas associated with state priority species defined and listed by the Washington Department of Fish and Wildlife in the Priority Habitats and Species List, most recently updated edition. Priority habitats and species known to be identified and mapped by WDFW (https://geodataservices.wdfw.wa.gov/hp/phs/) in Anacortes include, but may not be limited to, the following:
a. Biodiversity areas;
b. Bald eagle habitat protected pursuant to the Federal Bald and Golden Eagle Protection Act;
c. Chinook/fall chinook salmon;
d. Coho salmon;
e. Great blue heron nest sites and breeding areas;
f. Osprey nest sites;
g. Peregrine falcon nest sites and breeding areas;
h. Purple martin breeding areas;
i. Resident coastal cutthroat trout;
j. Winter steelhead trout;
k. Water fowl concentrations.
9. The following habitats and species of local importance have been designated by the city:
a. The Anacortes Community Forestlands.
b. The March Point Heronry.
c. The one and one-half acre “Park Reserve” at Cap Sante bounded by Third Street, East Park Drive, and Curtis Drive.
d. Ship Harbor Wetland.
f. Category II wetlands within the watersheds of Little Cranberry Lake, Whistle Lake, and Hearth Lake and with seasonal surface water connections.
g. Smiley’s Bottom Wetland.
B. In addition to the FWHCAs identified in subsection (A)(9) of this section, additional habitats and species of local importance may be designated by the city using the following process:
1. Designation Process. The city may consider nominations for habitat areas and species to be designated as locally important on an annual basis as part of the annual comprehensive plan and development regulation update process, based on the following criteria:
a. Local populations of native species that are in danger of extirpation based on existing trends, likely to become endangered, or are vulnerable or declining;
b. The habitat represents either a high-quality native habitat, or the habitat has a high potential to recover to a suitable condition and which is of limited availability, is highly vulnerable to alteration, or provides landscape connectivity which contributes to the integrity of the surrounding landscape;
c. The species or habitat has recreation, commercial, game, tribal, or other intrinsic value;
d. Long-term persistence of a species is dependent on protection, maintenance, and/or restoration of the nominated habitat;
e. Protection by other county, state, or federal policies, laws, regulations, or nonregulatory tools is not adequate to prevent degradation of the species or habitat; and
f. Without protection, there is a likelihood that the species or habitat will be diminished.
2. The nomination must indicate whether specific habitat features are to be protected (for example, nest sites, breeding areas, and nurseries) or whether the habitat or ecosystem is being nominated in its entirety.
3. The nomination may include management strategies for the species or habitats, which must be supported by best available science. Where restoration of habitat is proposed, a specific plan for restoration must be provided.
C. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Mapping. The approximate location and extent of some FWHCAs are shown in the data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and inventories are hereby adopted by reference, as amended:
1. Washington Department of Fish and Wildlife Priority Habitat and Species maps;
2. Washington Department of Natural Resources, Official Water Type Reference maps;
3. Washington Department of Natural Resources Puget Sound Intertidal Habitat Inventory maps;
4. Washington Department of Natural Resources Shore Zone inventory;
5. Washington Department of Natural Resources Natural Heritage Program mapping data;
6. Washington Department of Health Annual Inventory of Shellfish Harvest Areas;
7. Anadromous and resident fish distribution maps contained in the habitat limiting factors reports published by the Washington Conservation Commission and others;
8. Washington Department of Natural Resources State Natural Area Preserves and Natural Resource Conservation Area maps; and
9. NOAA Northwest Region Critical Habitat Mapper or equivalent source: https://www.fisheries.noaa.gov/national/endangered-species-conservation/critical-habitat.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. All new development activities and uses are prohibited from fish and wildlife habitat conservation areas and their buffers except in accordance with this chapter unless within shoreline jurisdiction and hereby regulated by AMC Chapter 19.72, Shorelines. Alteration of FWHCAs or their buffers is prohibited except as otherwise allowed by this chapter and may occur only if the proposed alteration of the habitat and any associated mitigation proposed does not degrade the functions and values of the habitat.
B. Exemptions. Exemptions to this chapter are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Approvals and the Best Available Science. Any approval of alterations or impacts to an FWHCA area must be supported by the best available science as described in the required critical area report.
D. Approvals of Activities May Be Conditioned. The decision-maker may condition approvals of activities allowed within or adjacent to a fish and wildlife habitat conservation area as necessary to minimize or mitigate any potential adverse impacts. Conditions will be based on the best available science and may include, but are not limited to, the following:
1. Establishment of buffers;
2. Preservation of important vegetation and/or habitat features such as snags and downed wood specific to the priority wildlife species in the fish and wildlife habitat conservation area;
3. Limitation of access to the habitat area, including fencing to deter unauthorized access;
4. Seasonal restriction of construction activities;
5. Establishment of a duration and timetable for periodic review of mitigation activities; and
6. Requirement of a performance bond, when necessary, to ensure completion and success of proposed mitigation.
E. Seasonal Restrictions. When a species is more susceptible to adverse impacts during specific periods of the year, seasonal restrictions may apply. Larger buffers may be required and activities may be further restricted during the specified season.
F. Subdivisions. The subdivision and short subdivision of land in FWHCAs and associated buffers is subject to the following:
1. Land that is located wholly within an FWHCA or its buffer may not be subdivided;
2. Land that is located partially within an FWHCA may be subdivided only if an accessible and contiguous portion of each new lot that meets the minimum lot size requirements for the zone is located outside of the FWHCA and its buffer;
3. Access roads and utilities serving a proposed subdivision may be permitted within the FWHCA and associated buffers only if the applicant’s qualified professional(s) demonstrate, and the decision-maker determines, that no other feasible alternative exists, all unavoidable impacts are fully mitigated, and the use is consistent with this chapter;
4. This subsection does not authorize new access roads and utilities in FWHCAs and associated buffers for existing subdivisions.
G. Nonindigenous Species. No plant, wildlife, or fish species not indigenous to Fidalgo Island may be introduced to an FWHCA unless authorized by a state or federal permit approval. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. A riparian management zone (RMZ) is a critical area; specifically, it is a type of fish and wildlife habitat conservation area. A project site’s RMZ is associated with each aquatic species upstream and downstream from the project site.
1. The RMZ consists of a watercourse and the area adjacent to the watercourse that has the potential to provide full riparian ecosystem functions for bank stability, shade, pollution removal, contributions of detrital nutrients, recruitment of large woody debris, and wildlife habitat. The width of the RMZ is the height of the tallest 200-year-old site-potential tree (SPTH200) or 100 feet, whichever is greater, measured horizontally. The RMZ is measured from whichever of the following features is furthest from the center of the watercourse: (a) the ordinary high-water mark, (b) the top of bank, or (c) the outer edge of the channel migration zone (if one exists). In watercourses with braided channels or alluvial fans, the ordinary high-water mark will include the entire stream feature. The RMZ may exceed the 200-year-old site-potential tree height based on subsection (A)(3) of this section.
2. When a pipe or culvert that has known or potential fish habitat downstream and upstream from the pipe or culvert is daylighted, the watercourse formerly in the pipe or culvert will be regulated as a riparian watercourse, and the area adjacent to that watercourse will be regulated as a riparian management zone, as defined in subsection (A)(1) of this section. This section does not apply when the pipe or culvert is removed to provide a publicly owned facility designed primarily for water quality treatment, flow control, or stormwater conveyance.
3. Activities that may impact an RMZ must provide a critical areas report prepared by a qualified professional describing the functions and values of the RMZ. The report must include the 200-year-old site-potential tree height (SPTH200) as determined by WDFW at https://gispublic.dfw.wa.gov/arcgis/rest/services/SPTH/SitePotentialTreeHeightPublic/MapServer.
If SPTH200 was also calculated using site-scale data, that information must also be included. The report must describe the inner measurement point (e.g, ordinary high-water mark) and the extent of the RMZ with sufficient detail to allow field delineation. The report must demonstrate that the project will result in no net loss of the ecosystem functions for the RMZ and associated species.
B. Development Standards for Parcels Containing an RMZ.
1. Application of Standards and Regulatory Intent.
a. The provisions of this section apply to all development on parcels containing an RMZ as defined in subsection (A)(1) of this section.
b. It is the long-term goal of the city to restore the city’s RMZs and to protect fish passage where scientifically justified. The city has determined that best available science supports protecting these RMZs as described in this section.
2. Watercourse. Development is prohibited within or over the riparian watercourse, except as provided in this subsection. The Director may approve access over the riparian watercourse, if the applicant demonstrates all of the following:
a. No other access is available.
b. The access is provided by a freestanding structure that maintains the natural channel and floodway of the watercourse.
c. The coverage of the watercourse and disturbance of the RMZ and any other adjacent environmentally critical area or buffer are kept to a minimum.
d. The material used to construct the access is durable and nontoxic to the maximum extent feasible. If using untreated wood is infeasible, wood treated with pentachlorophenol, creosote, chromate copper arsenate, or comparably toxic compounds is prohibited. Treated wood and other material shall be the least toxic and shall be applied and used according to National Oceanic and Atmospheric Administration Fisheries guidelines for using treated wood in or over aquatic environments.
e. In the watercourse, any action detrimental to habitat or actions affecting trees and vegetation, including but not limited to clearing or removal, is prohibited, except as provided in this subsection (B)(2).
3. Riparian Management Zone. The RMZ is defined in subsection (A)(1) of this section. Existing improved areas of public or private streets/driveways are excluded from the regulations for the RMZ. Development is prohibited in the RMZ, except as follows:
a. To provide the minimum necessary access if no other access is available to development approved under subsection (B)(2)(a) of this section.
b. On existing developed lots and platted lots existing prior to adoption of Ordinance 4025 that satisfies one or more of the provisions within Table 19.70.040(A), Exempt Activities, or Table 19.70.045, Permitted Alterations, if the applicant demonstrates that:
i. None of the development occurs within or over the watercourse except as provided in subsection (B)(2) of this section.
ii. The development complies with stormwater flow control and water quality requirements, regardless of whether the project would trigger the requirements based on the thresholds for area of land disturbing activity, size of the addition, or replacement of impervious surfaces provided in the Stormwater Management Manual adopted in AMC Chapter 19.76, Stormwater.
iii. Any development, including but not limited to coverage by impervious surface, does not exceed 35 percent of the total lot area, and provided further, that the maximum lot coverage does not exceed that allowed under AMC Chapter 19.42, Form and Intensity Standards.
iv. When compliance with stormwater flow control and water quality requirements is required solely based on subsection (B)(3)(b)(ii) of this section, the Director may approve a restoration plan in lieu of compliance with subsection (B)(3)(b)(ii) if the applicant demonstrates that the plan meets the following criteria:
(A) The watercourse and/or RMZ ecological function will be restored so that it prevents harmful erosion, protects water quality, and provides diverse habitat; and
(B) The restoration results in greater protection of the watercourse and RMZ than compliance with subsection (B)(3)(b)(ii) of this section.
c. In the RMZ any action detrimental to habitat and any action affecting trees and vegetation, including but not limited to clearing or removal, are prohibited, except as provided in subsection (B)(3)(a) or (b) of this section.
d. If the RMZ is degraded due to the lack of trees and vegetation, the presence of invasive or nonnative species, and/or the presence of impervious surface or other development, the applicant shall prepare and carry out a restoration plan that restores the ecological function of the RMZ to the extent commensurate with the impact of the development on the RMZ and according to mitigation standards pursuant to AMC 19.70.125, Mitigation requirements, and AMC 19.70.130, Mitigation plan requirements.
e. If the development is authorized pursuant to AMC 19.49.040, Nonconforming uses and structures, or Table 19.70.040(A), Exemptions, or Table 19.70.045, Permitted Alterations, the Director must require that the degraded portion of the RMZ be restored by removing existing nonnative and invasive plant species, and replanting with native trees and vegetation, and providing a five-year monitoring and maintenance plan consistent with the requirements of AMC 19.70.130, Mitigation plan requirements, based on a critical area restoration plan.
f. Small Project Waiver. The Director may approve fences, rockeries, or similar features or temporary disturbance for installation of utility lines in a RMZ if no construction occurs over, in, or within 15 feet of a watercourse or water body, and if the applicant demonstrates that the proposal meets the following criteria:
i. The feature is constructed on a lot that has been in existence as a legal building site consistent with AMC 19.49.040, Nonconforming structures.
ii. The feature:
(A) Does not contain floor area;
(B) Does not remove trees or native vegetation;
(C) Does not block wildlife movement through the riparian management zone; and
(D) Mitigates impacts to ecological functions.
iii. The Director’s decision must require:
(A) The use of fencing with a highly durable protective barrier during the construction to protect the RMZ.
(B) Mitigation pursuant to AMC 19.70.125 and 19.70.130 to offset the area of both temporary and permanent development.
(C) Additional measures, as appropriate, to protect the remainder of the RMZ.
C. Functionally Separated and Isolated Riparian Management Zones. Consistent with the definition of “riparian management zone” in this chapter, RMZs are places that potentially provide riparian ecosystem functions. Portions of the RMZ that are functionally isolated and physically separated from a watercourse due to existing, legally established public roadways, railroads or other legally established structures or paved areas eight feet or more in width that occur between the area in question and the watercourse may be excluded from the RMZ. If such an area provides any of the five primary RMZ functions (bank stability, shade, pollution removal, contributions of detrital nutrients, or recruitment of large woody debris) it will be retained within the RMZ; if it provides none of these functions it may be excluded. After an RMZ is determined by the decision-maker, based on a submitted critical area report, to be physically separated and functionally isolated, the area is no longer considered an RMZ critical area.
D. Piped Watercourses and Roadside Ditches. It is recognized that within the urban environment many historical streams have been substantially modified to accommodate development. Many of the regulated and mapped watercourses within the city of Anacortes pass through natural reaches, modified reaches, piped reaches, and sometimes along manmade roadside ditches.
1. Development along piped watercourses and ditches that do not meet the definition of a watercourse are subject to a 10-foot setback from the centerline of the piped watercourse or ditch and are subject to the recording of a utility easement granted to the city for access and maintenance of the watercourse infrastructure.
2. The voluntary opening and restoration or rehabilitation of a previously channelized, culverted, or piped watercourse is highly encouraged and may be approved by the decision-maker, when the following is demonstrated within a critical area report:
a. The restoration will result in a net gain in FWHCA functions, including an improvement in water quality and ecological functioning;
b. Opened channels must be designed to support fish and wildlife habitat and uninhibited fish access, unless demonstrated to be infeasible;
c. A reduction to the standard riparian management zone is allowed to a minimum of 25 feet, or as recommended by a qualified professional in the critical area report. Measured from the ordinary high water mark (OHWM) and which includes habitat improvements, and measures to prevent erosion, landslide and water quality impacts;
d. The proposal will not significantly increase the threat of erosion, flooding, slope stability or other hazards on the site or on adjacent properties;
e. The proposal must demonstrate that the conveyance will maintain the flow capacity and not create flooding elsewhere in the drainage basin.
E. Riparian Management Zone Enhancement Measures. Only those enhancement measures deemed most applicable and/or appropriate for RMZ enhancement projects will be considered in a RMZ modification proposal, and must be supported by best available science and a critical area report. These include, but are not limited to:
1. Removal of fish barriers to restore accessibility to fish;
2. Enhancement of fish habitat using log structures incorporated as part of a fish habitat enhancement plan;
3. Enhancement of fish and wildlife habitat structures that are likely to be used by wildlife, including wood duck houses, bat boxes, nesting platforms, snags, rootwads/stumps, birdhouses, and heron nesting areas;
4. Planting native vegetation within the buffer area, especially vegetation that would increase value for fish and wildlife, increase stream bank or slope stability, improve water quality, or provide aesthetic/recreational value; or
5. Creation of a surface channel where a watercourse was previously underground, in a culvert or pipe. Surface channels which are “daylighted” must be located within a riparian management zone and must be designed with energy dissipating functions or channel roughness features such as meanders and rootwads to reduce future bank failures or nearby flooding;
6. Removal or modification of existing stream culverts (such as road crossings) to improve fish passage, stream habitat, and flow capacities; or
7. Upgrading of retention/detention facilities or other stormwater management facilities beyond required levels. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Endangered, Threatened, and Sensitive Species. Fish and wildlife habitat conservation areas or buffers with which state or federally endangered, threatened, or sensitive species or anadromous fish species have a primary association are subject to the following:
1. No development is allowed within a fish and wildlife habitat conservation area or buffer with which state or federally endangered, threatened, or sensitive species have a primary association, except that which is provided for by a management plan established by the Washington Department of Fish and Wildlife or applicable state or federal agency.
2. Whenever activities are proposed adjacent to a fish and wildlife habitat conservation area with which state or federally endangered, threatened, or sensitive species have a primary association, such area must be protected through the application of protection measures in accordance with a critical area report prepared by a qualified professional and approved by the city. Approval for alteration of the fish and wildlife habitat conservation area or its buffer may not occur prior to consultation with the Washington Department of Fish and Wildlife for animal species, the Washington State Department of Natural Resources for plant species, and other appropriate federal or state agencies.
B. Other Priority Habitats and Species. Fish and wildlife habitat conservation areas or buffers with species that are not state or federally listed as endangered, threatened, or sensitive species, and are not anadromous fish species are subject to the following:
1. Development activities and uses that result in unavoidable impacts are prohibited except as otherwise allowed by this chapter and may occur in priority species habitat areas and associated buffers only if the proposed alteration of the habitat does not degrade the functions and values of the habitat in accordance with an approved critical area report with habitat assessment/management plan, and only if the proposed activity is the only reasonable alternative that will accomplish the applicant’s objectives. Full compensation for the loss of acreage and functions of habitat and buffer areas must be provided in compliance with the mitigation performance standards and requirements of these regulations.
C. City-Designated Habitats and Species of Local Importance.
1. Anacortes Community Forest Lands.
a. Purpose. The Anacortes Community Forest Lands include three lakes and their watersheds, numerous wetlands, rock bluffs, old growth forests, grassy knolls, windswept hilltops, sheltered caves, and a variety of other habitats and microclimates that provide a unique and irreplaceable habitat for both imperiled and commonplace species. This land has been dedicated by the city for the preservation of forest lands and species, as described in the conservation easement documents, the ACFL comprehensive plan, and in AMC Title 12.
b. Recreation and Recreation-Related Facilities. Construction of public recreation-related facilities such as trails, benches, interpretive displays, and viewing platforms may be allowed in fish and wildlife habitat conservation areas or buffers.
c. Proposed alterations must be consistent with the adopted Anacortes Community Forest Lands Comprehensive Plan, as amended.
d. Noxious and Invasive Plants. The Skagit County noxious weed ordinance and the ACFL Invasive Plant Control Program must be carefully considered in any adjacent development decision. Nonnative plants known to be invasive into the ACFL must be prohibited in landscaping plans of adjacent developments. Where such developments have CC&Rs, reference to this requirement must be included therein.
e. Right-of-Way Vacations. In the case of street or alley vacations contiguous with an ACFL boundary, the half of the area vacated which is adjacent to the ACFL must be incorporated into the ACFL and subject to all ACFL-related requirements.
f. Private Access to ACFL. No new accesses will be established to the ACFL without prior request for such access to the Parks and Recreation Department and the Forest Advisory Board and approval by the City Council.
g. Burning. No burn piles or outdoor fires must ever be left unattended while ignited and in the event sparks or flames come within 300 feet of the ACFL, the fire must immediately be brought under control or extinguished.
h. Boundary Identification. City staff will work closely with property owners and developers to ensure that survey lines adjacent to the ACFL boundary are clearly and correctly marked before any timber and/or vegetation is removed from adjacent property. The Forest Manager will be involved in the final inspection of boundary lines.
i. ACFL Buffers. City staff will work closely with builders to secure 30-foot ACFL buffers using all available incentives.
2. March Point Heronry.
a. Purpose. Because Skagit County is home to the greatest concentration of nesting great blue heron in the Salish Sea, March Point being the largest, the city has identified the March Point Heronry as a habitat of local importance.
b. Proposed development activities within 1,000 feet, or that are likely to impact the colony, must provide a critical areas assessment report and habitat management plan that follows at a minimum the guidelines provided by WDFW’s Management Recommendations for Washington’s Priority Species (March 2012) https://wdfw.wa.gov/sites/default/files/publications/01371/wdfw01371.pdf.
c. Buffers will be implemented as described in the buffer section below.
d. Colony protection is required for minimum 10 years after abandonment.
D. Required Buffer for Non-RMZ FWHCAs.
1. Marine FWHCAs Buffers. Buffers for all designated fish and wildlife habitats or species within marine shorelines must be regulated by AMC Chapter 19.72 shoreline regulations and the Shoreline Master Program.
2. All Other Non-RMZ FWHCA Buffers. Buffers from fish and wildlife habitat conservation areas must be established to protect the functions and values of the critical area from the impacts of proposed adjacent activities.
a. Buffer widths for fish and wildlife habitat areas must be based on consideration of the following factors: species-specific recommendations of the Washington Department of Fish and Wildlife; recommendations contained in a habitat management plan submitted by a qualified professional; and the nature and intensity of land uses and activities occurring on the land adjacent to the site. Buffers must:
i. Consist of an undisturbed area of native vegetation, or areas identified for restoration, sufficient to protect the integrity, functions, and values of the affected habitat;
ii. Reflect the sensitivity of the habitat and the type and intensity of human activity proposed to be conducted nearby;
iii. Be consistent with the applicable species-specific management recommendations issued by the Washington Department of Fish and Wildlife.
b. Nesting bald eagles and bald eagle habitats must be protected consistent with the U.S. Fish and Wildlife Service (USFWS) national bald eagle management guidelines, or the state or federal regulations in place at the time of application. Whenever activities are proposed adjacent to a confirmed nest territory or communal roost, a bald eagle habitat management plan must be developed by a qualified professional. Activities are adjacent to managed bald eagle sites when they are within 660 feet of a nest or within one-half mile (2,640 feet) of a shoreline foraging area. Approval of the activity must not occur prior to consultation with the state or federal agency with authority on bald eagle pairs and their nest.
c. Great Blue Heron Nesting and Breeding Areas. Development near a verified heron breeding habitat including nesting colony areas, former nesting colonies:
i. A year-round urban buffer of 197 feet;
ii. For unusually loud activities that occur during breeding season (February through September) a seasonal buffer of 656 feet, and a blasting buffer of 1,320 feet;
iii. For properties without an existing and approved management plan, a management plan developed by a qualified professional to follow, at a minimum, WDFW’s Management Recommendations for Washington’s Priority Species (March 2012) and that identifies the nesting and breeding site as well as prenesting staging area, and breeding season foraging habitat;
iv. For the March Point colony, given the observed and documented sensitivity of this mega-colony to human intrusion and the fact that the colony is in a rare, isolated, but tight location, a year-round buffer of 984 feet. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Establishment of low-impact stormwater management facilities, such as stormwater dispersion outfalls and bioswales, may be allowed within fish and wildlife habitat conservation area buffers consistent with the adopted stormwater manual; provided, that:
A. No other location is feasible; and
B. There will be “no net loss” of functions and values of the fish and wildlife habitat conservation area; and
C. The critical area lies in the natural routing of the runoff, and the discharge follows the natural routing; and
D. Stormwater dispersion outfalls, bioswales, bioretention facilities, and other low-impact facilities consistent with the adopted stormwater manual may be allowed within the outer 25 percent of the riparian management zone when determined by a qualified professional that the location of the facilities will enhance the riparian management zone and protect the watercourse; and
E. Such facilities are designed consistent with the requirements of AMC Chapter 19.76. (Ord. 4025 § 2 (Att. A), 2022; Ord. 4015 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021. Formerly 19.70.345)
A. Additional Report Contents for FWHCAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, FWHCA reports must also include:
1. Documentation of any fieldwork performed on the site, including field data sheets for delineations, water typing and other habitat conservation area classification, baseline hydrologic data, site photos, etc.;
2. A description of the methodologies used to conduct the delineations, classifications, or impact analyses, including references;
3. A discussion of the potential impacts to the critical area or buffer associated with the proposed development including an assessment of cumulative impacts.
B. Habitat Assessment/Management Plan. A habitat assessment/management plan is an investigation of the project area to evaluate the potential presence or absence of designated critical fish or wildlife species or habitat. A critical area report for a fish and wildlife habitat conservation area must contain an assessment of habitats including the following site- and proposal-related information at a minimum:
1. Detailed description of vegetation on and adjacent to the project area and its associated buffer;
2. Identification of any species of local importance, priority species, or endangered, threatened, sensitive, or candidate species that have a primary association with habitat on or adjacent to the project area, and assessment of potential project impacts to the use of the site by the species;
3. A discussion of any federal, state, or local special management recommendations, including Washington Department of Fish and Wildlife habitat management recommendations, that have been developed for species or habitats located on or adjacent to the project area;
4. A detailed discussion of the direct and indirect potential impacts on habitat by the project, including potential impacts to water quality;
5. A discussion of measures, including avoidance, minimization, and mitigation, proposed to preserve existing habitats and restore any habitat that was degraded prior to the current proposed land use activity and to be conducted in accordance with AMC 19.70.125, Mitigation requirements;
6. A discussion of ongoing management practices that will protect habitat after the project site has been developed, including proposed monitoring and maintenance programs.
C. Additional Technical Information Requirements for RMZs. If no project impacts are anticipated and standard riparian management zone widths are retained, a RMZ delineation report, general critical area report or other reports, alone or in combination, may be submitted as consistent with the specific requirements of this section. In addition to the general critical area report requirements for fish and wildlife habitat conservation areas provided in subsections (A) through (D) of this section, technical information on RMZs must include the following information at a minimum:
1. A written assessment and accompanying maps of the stream and associated hydrologic features on and off site within 300 feet of the project area, including the following information at a minimum:
a. RMZ survey showing the field delineated ordinary high water mark(s);
b. Standard RMZ boundary as determined by AMC 19.70.330, Specific standards for riparian management zones;
c. Vegetative, faunal, and hydrologic characteristics;
d. Soil and substrate conditions; and
e. Topographic elevations at two-foot contours;
2. A detailed description and functional assessment of the watercourse channel and riparian management zone under existing conditions pertaining to the protection of the RMZ functions, fish habitat and, in particular, potential anadromous fisheries;
3. A habitat and native vegetation conservation strategy that addresses methods to protect and enhance on-site habitat and RMZ functions;
4. Proposed RMZ enhancement, if needed, including a written assessment and accompanying maps and planting plans for RMZ areas to be enhanced, including the following information at a minimum:
a. A description of existing RMZ conditions;
b. A description of proposed RMZ conditions and how proposed conditions will increase RMZ functions in terms of RMZ and fish habitat protection;
c. Performance standards for measuring enhancement success through a monitoring period of at least five years;
d. Provisions for monitoring and submission of monitoring reports documenting RMZ conditions, as compared to performance standards, for enhancement success; and
e. A discussion of ongoing management practices that will protect RMZ functions and habitat value through maintenance of vegetation density within the RMZ.
D. Additional Technical Information for Heron Habitat.
1. The report must identify the heron management area (HMA). An HMA consists of the nesting colony, year-round and seasonal buffer, foraging habitat and, when present, a prenesting congregation area.
2. All survey activity such as nest tree identification and flagging should occur in the nonbreeding season (mid-September to mid-February), and preferably right after breeding season ends.
3. Identify the nesting colony’s boundary. To do this, flag all nest trees at the colony’s outer perimeter. Mark each of these trees on a map. If a nest tree’s canopy overlaps the canopy of an adjacent tree, flag the adjacent tree and consider this to be a nest tree. The outermost nest trees will be used to map the nesting colony boundary.
4. Map outer perimeter of the 197-foot year-round buffer. Using the buffer radius, draw a circle around each peripheral nest tree.
5. Map seasonal buffer if any unusually loud activities will occur during breeding season (February through September). Measure the seasonal buffer starting at the outer edge of the year-round buffer.
6. Locate potential foraging habitat by mapping all waterbodies within a one-and-nine-tenths mile radius of the colony. The perimeter and shallow portions are especially important for foraging.
E. Additional FWHCA Information. When appropriate, due to the type of habitat or species present, or the project area conditions, the decision-maker may also require the critical area report to include:
1. A request for consultation with the Washington Department of Fish and Wildlife (WDFW), Washington Department of Ecology (Ecology), local Native American tribes or other appropriate agency;
2. Copies of the joint aquatic resource permit application (JARPA) and related approvals, such as a hydraulic project approval (HPA) from the WDFW, when applicable to the project; and
3. Detailed surface and subsurface hydrologic features both on and adjacent to the site. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
Compensatory mitigation for FWHCAs must follow the plan requirements described under AMC 19.70.130, Mitigation plan requirements. (Ord. 4025 § 2 (Att. A), 2022; Ord. 3064 § 2 (Att. A), 2021)
A. Geologically hazardous areas include areas susceptible to the effects of erosion, landslides, earthquakes, or other geologic events. They pose a threat to health and safety of citizens when incompatible development is sited in areas of significant hazard.
B. The primary purpose of these regulations is to avoid and minimize potential impacts to life and property from geologic hazards, conserve soil resources, and minimize structural damage relating to these hazards. The purpose is accomplished through appropriate levels of study and analysis, application of sound engineering principles, and regulation or limitation of land uses, including maintenance of existing vegetation, regulation of clearing and grading activities, and control of stormwater. (Ord. 3064 § 2 (Att. A), 2021)
A. Areas susceptible to one or more of the following types of hazards are designated as a geologically hazardous area:
1. Erosion Hazard Areas. Erosion hazard areas include areas likely to become unstable, such as bluffs, steep slopes, and areas with unconsolidated soils. The following are considered known or suspected erosion hazards:
a. Areas located within the following soil map units: Nos. 46 and 47 Dystric Xerochrepts; No. 90 Lithic Haploxerolls-Rock outcrop complex (LH); or mapped severe erosion hazard, as identified in the U.S. Department of Agriculture Natural Resources Conservation Service Soil Survey of Skagit County Area, WA (1989)
.
b. Coastal, erosion-prone areas such as beaches or marine bluffs.
c. Areas susceptible to rapid stream incision and stream bank erosion.
2. Landslide Hazard Areas. Landslide hazard areas are those areas subject to landslide activity based on a combination of geologic, topographic, and hydrologic factors. They include areas susceptible because of any combination of bedrock, soil, slope (gradient), slope aspect, structure, hydrology, or other factors. The following are known or suspected landslide hazards:
a. Areas designated in the Washington State Department
of Ecology Coastal Zone Atlas, Washington, Volume Two Skagit County (1978) as U (unstable), UB (unstable bluff), URS (unstable recent slide), or UOS (unstable old slide).
b. Areas of previous failure such as earth slumps, earthflows, mudflows, lahars, debris flows, rock slides, landslides or other failures as observed in the field or as indicated on maps or in technical reports published by the U.S. Geological Survey, the Geology and Earth Resources Division of the Washington Department
of Natural Resources, or other documents authorized by government agencies.
c. Slopes having gradients of 15 percent or greater:
i. That intersect geologic contacts with permeable sediments overlying low-permeability sediment or bedrock and springs or groundwater seepage are present; or
ii. That are parallel or subparallel to planes of weakness (such as bedding planes, joint systems, and fault planes) in subsurface materials.
d. Areas that have shown movement during the Holocene epoch (from 10,000 years ago to the present) or that are underlain or covered by mass wastage debris of that epoch.
e. Slopes having gradients steeper than 80 percent subject to rock fall during seismic shaking.
f. Potentially unstable areas resulting from rapid stream incision, stream bank erosion, and undercutting by wave action.
g. Slopes with a gradient of 40 percent or more with a vertical relief of 10 feet or more, including marine bluffs, except areas composed of consolidated rock. A slope is delineated by establishing its toe and top and is measured by averaging the inclination over at least 10 feet of vertical relief.
3. Seismic Hazard Areas. Seismic hazard areas are lands that, due to a combination of soil and groundwater conditions, are subject to risk of damage as a result of earthquake-induced ground shaking, slope failure, settlement or subsidence, soil liquefaction, or surface faulting. The following are known or suspected seismic hazards:
a. Areas having “high” and “moderate to high” risk of liquefaction as mapped on the Liquefaction Susceptibility and Site Class Maps of Western Washington State by County
published by the Washington State Department
of Natural Resources. These are typically underlain by cohesionless soils of low density typically and must have a low groundwater table.
b. Areas located within one-quarter mile of an active fault as indicated on investigative maps or described in studies by the United States Geologic Survey, Geology and Earth Resources Division of the Washington Department
of Natural Resources, or other documents authorized by government agencies, or identified during site inspection.
c. Those known or suspected landslide hazards referenced in subsection (A)(2) of this section.
4. Mine Hazard Areas. Mine hazard areas are those areas underlain by or affected by mine workings such as adits, gangways, tunnels, drifts, or airshafts, and those areas of probable sinkholes, gas releases, or subsidence due to mine workings. Factors that should be considered include: proximity to development, depth from ground surface to mine working, and geologic material.
5. Volcanic Hazard Areas. Volcanic hazard areas are areas subject to pyroclastic flows, lava flows, debris avalanche, and inundation by debris flows, lahars, mudflows, or related flooding resulting from volcanic activity. Though there are no significant risks identified for the city and immediate surrounding area, other than airborne particulate impacts from an eruption.
6. Tsunami Hazard Areas. Tsunami hazard areas include coastal areas and lake shoreline areas susceptible to flooding, inundation, debris impact, and/or mass wasting as the result of coastal wave action generated by seismic events or other geologic events. Suspected tsunami hazard areas are indicated on the Tsunami Hazard Map of the Anacortes-Whidbey Island Area, Washington: Modeled Tsunami Inundation from a Cascadia Subduction Zone Earthquake.
7. Other Hazard Areas. Geologically hazardous areas may also include areas determined by the Director to be susceptible to other geological events including mass wasting, debris flows, rock falls, and differential settlement.
B. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. The approximate location and extent of geologically hazardous areas are shown on the city of Anacortes geologically hazardous data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and resources providing information on the location and extent of geologically hazardous areas are hereby adopted by reference as amended:
1. Skagit County, Skagit County Potential Landslide and Erosion Areas, 2016;
2. Washington Department
of Ecology Coastal Zone Atlas (for marine bluffs);
3. U.S. Geological Survey geologic maps, landslide hazard maps, and seismic hazard maps;
4. Washington State Department
of Natural Resources seismic hazard maps for Western Washington, including, but not limited to, the Liquefaction Susceptibility and Site Class Maps of Western Washington State by County;
5. Washington State Department
of Natural Resources slope stability maps;
6. Soils maps produced by the U.S. Department
of Agriculture, National Resources Conservation Service;
7. National Oceanic and Atmospheric Administration tsunami hazard maps;
8. Washington Department
of Natural Resources Tsunami Hazard Map, or, as updated, of the Anacortes-Whidbey Island Area, Washington: Modeled Tsunami Inundation from a Cascadia Subduction Zone Earthquake.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. All development activities and uses are prohibited in geologically hazardous areas and their buffers, except as provided for in this chapter, and only when it is demonstrated that the activity will not create undue risk to life, health, and safety.
B. Exemptions and Allowed Activities. Exemptions are listed in the provisions established in AMC 19.70.040, Exempt activities.
C. Approvals. Alterations of geologically hazardous areas or associated buffers may only occur pursuant to this chapter, and as determined by a qualified professional with concurrence by a third party review, for activities that:
1. Will not increase the threat of the geological hazard to adjacent properties beyond pre-development conditions;
2. Will not adversely impact other critical areas;
3. Are designed so that the hazard to the project is eliminated or mitigated to a level equal to or less than pre-development conditions; and
4. Are determined to be safe as designed and under anticipated conditions by a qualified professional, licensed in the state of Washington.
D. Mitigation. Proposed mitigation techniques are considered to provide long-term hazard reduction only if they do not require regular maintenance or other actions to maintain their function. Mitigation may be required to avoid any increase in risk above the preexisting conditions, including following abandonment of the activity.
E. Critical Facilities Prohibited. Critical facilities may not be sited within geologically hazardous areas unless there is no other practical alternative.
F. International Building Code. All development must conform to the provisions of the currently adopted International Building Code as amended by the city of Anacortes, including submittal of a critical area report. (Ord. 3064 § 2 (Att. A), 2021)
A. Erosion or Landslide Hazard Areas. Except as otherwise provided in this chapter, only those activities approved and permitted consistent with an approved critical area report in accordance with this chapter are allowed in erosion or landslide hazard areas. Activities must meet the standards of AMC 19.70.425, General development standards, in addition to the specific requirements contained in this section.
1. Standard Buffer. A standard buffer of 50 feet is required from the closest edge of a landslide hazard area. The buffer must be maintained as undisturbed native vegetation, except when alteration of vegetation is approved by the decision-maker as part of the project.
2. Buffer Reduction. The decision-maker may reduce the standard buffer by a maximum of 25 percent when the critical area report demonstrates that all of the following criteria are met:
a. No reasonable alternative to the buffer reduction exists;
b. Modified or reduced buffers, through design and engineering solutions, will provide protection to the proposed development and adjacent properties equal to that of the standard buffer;
c. The development will not increase surface water discharge or sedimentation to adjacent properties beyond pre-development conditions;
d. The development will not decrease slope stability on adjacent properties;
e. The proposed reduction will not adversely impact other critical areas;
f. The critical area report makes recommendations regarding planting of vegetation or other measures to minimize impacts and resist erosion.
g. When a buffer reduction is requested the decision-maker may require, at the applicant’s expense, a third party review of a critical area report by a qualified professional under contract with or employed by the city.
3. Increased Buffer. The standard buffer may be increased by the decision-maker based on a critical area report prepared by a qualified professional that indicates a greater buffer is necessary to protect the proposed development and/or adjacent properties.
4. Alterations.
a. Alterations of a marine bluff or its buffer are prohibited except that minor development to provide public access (e.g., public trails, stairs or viewpoints) may be permitted as regulated in the shoreline master program; provided, that impacts are mitigated and the development can be shown to be safe.
b. Alterations of an erosion or landslide hazard area and/or buffers may only occur for activities for which a critical area report that contains a hazards analysis is submitted which determines that:
i. The activity will not increase surface water discharge or sedimentation to adjacent properties beyond pre-development conditions;
ii. The activity will not decrease slope stability on adjacent properties;
iii. Such alteration will not adversely impact other critical areas or pose a potential threat risk to life, health, and safety.
c. Alterations must be designed to meet the following basic requirements:
i. The proposed alteration must not decrease the slope stability. The factor of safety against landslide occurrences for residential and commercial developments must be one and one-half for static conditions and one and two-tenths for dynamic conditions, unless approved by the decision-maker. Analysis of dynamic conditions must be based on a minimum horizontal acceleration as established by the current version of the International Building Code;
ii. Structures and improvements must be clustered to avoid geologically hazardous areas and other critical areas;
iii. Structures and improvements must minimize alterations to the natural contour of the slope, and foundations must be tiered where possible to conform to existing topography;
iv. Structures and improvements must be located to preserve the most critical portion of the site and its natural landforms and vegetation;
v. The proposed development must not result in greater risk or a need for increased buffers on neighboring properties;
vi. Development must be designed to minimize impervious lot coverage;
vii. The decision-maker may accept an alternative design that deviates from one or more of these standards if a report by a qualified professional demonstrates that greater long-term slope stability can be achieved while meeting all other provisions of this title. The requirement for long-term slope stability must exclude designs that require regular and periodic maintenance to maintain their level of function.
d. Additional Requirements for Alteration of Landslide Hazard Areas and Buffers. Prior to permit issuance, the property owner must sign and record a notice on title, at the owner’s sole expense, a covenant in a form acceptable to the city, which:
i. Acknowledges and accepts the risks of development in the landslide hazard area;
ii. Waives any rights to claims against the city;
iii. Indemnifies and holds harmless the city against claims, losses, and damages; and
iv. Informs subsequent owners of the property of the risks and the covenant.
5. Vegetation Retention and Maintenance. Removal of vegetation from a landslide hazard area or related buffer is prohibited, except when allowed as follows:
a. As part of an approved alteration, that follows the criteria and process outlined in subsection (A)(4) of this section.
b. Normal nondestructive pruning and trimming of vegetation for maintenance purposes or thinning of limbs of individual trees to provide a view corridor when a plan prepared by an ISA-certified arborist is provided and approved by the decision-maker and there are no other critical areas present.
c. All activity proposed on marine bluffs must be regulated and reviewed under the SMP and required shoreline permitting.
6. Seasonal Restriction. Clearing within an erosion or landslide hazard area or buffer may be allowed only from May 1st to October 1st of each year; provided, that the decision-maker may extend or shorten the dry season on a case-by-case basis depending on actual weather conditions and other factors deemed relevant.
7. Utility Lines and Pipes. Utility lines and pipes may be permitted in landslide hazard areas and buffers only when the applicant demonstrates that no other practical alternative is available. The line or pipe must be located above ground and properly anchored and/or designed with the intent to function in the event of an underlying slide.
8. Stormwater Management. Prior to any development activity, a plan for the collection, transport, treatment, and discharge of stormwater in accordance with the requirements of AMC Chapter 19.76, or as amended, and in accordance with the adopted Stormwater Management Manual for Western Washington, must be submitted meeting the following requirements:
a. All infiltration systems, such as stormwater detention and retention facilities, and curtain drains utilizing buried pipe or French drains, are prohibited in landslide hazard areas and their buffers unless the critical area report determines such facilities or systems will not adversely affect slope stability.
b. Stormwater may not be directed across the face of a landslide hazard or related buffer (including marine bluffs or ravines) except as follows:
i. Stormwater may be discharged at flow durations matching predeveloped conditions, with adequate energy dissipation, into existing channels that previously conveyed stormwater runoff in the predeveloped state;
ii. Stormwater may be dispersed upslope of the landslide hazard area onto a low-gradient undisturbed buffer demonstrated to be adequate to infiltrate all surface and stormwater runoff, if the critical area report determines such facilities or systems will not adversely affect slope stability;
iii. If demonstrated that no other practical alternative is available, stormwater may be discharged from the hazard area into adjacent waters, provided it is collected above the hazard and directed to the water by a tight line drain (constructed of high-density polyethylene pipe with fuse-welded joints, or similar product that is technically equal or superior) and provided with an energy dissipating device at the point of discharge.
9. Prohibited Development. On-site sewage disposal systems, including drain fields, are prohibited within erosion and landslide hazard areas and related buffers.
10. Subdivisions.
a. The division of land in landslide hazard areas and associated buffers is subject to the following:
i. Land that is located wholly within a landslide hazard area or its buffer may not be subdivided. Land that is located partially within a landslide hazard area or its buffer may be divided; provided, that each resulting lot has sufficient buildable area outside of, and will not affect, the landslide hazard or its buffer;
ii. Access roads and utilities may be permitted within the landslide hazard area and associated buffers if the decision-maker determines that no other feasible alternative exists, and if the critical area report determines such development will not adversely affect slope stability.
b. Division of land within erosion hazard areas must comply with the following additional requirements:
i. Except as otherwise provided in this section, existing vegetation must be retained on all lots until building permits are approved for development on individual lots;
ii. If any vegetation on the lots is damaged or removed during construction of the subdivision infrastructure, the applicant must implement a revegetation plan in those areas that have been impacted prior to final inspection of the site development permit or the issuance of any building permit for the subject property;
iii. Clearing of vegetation on individual lots may be allowed prior to building permit approval if the decision-maker determines that:
(1) Such clearing is a necessary part of a large-scale grading plan,
(2) It is not feasible to perform such grading on an individual lot basis, and
(3) Stormwater output from the graded area will meet established water quality standards.
B. Seismic Hazard Areas.
1. Activities proposed to be located in seismic hazard areas must meet the standards of AMC 19.70.425(B) and 19.70.425(E).
C. Mine Hazard Areas.
1. Activities proposed to be located in mine hazard areas must meet the standards of AMC 19.70.425, General development standards, and the specific following requirements:
a. Alterations. Alterations of a mine hazard area and/or buffer are allowed, as follows:
i. All alterations are permitted within a mine hazard area with a low potential for subsidence,
ii. Within a mine hazard area with a moderate potential for subsidence and at coal mine byproduct stockpiles, all alterations are permitted subject to a mitigation plan to minimize risk of structural damage using appropriate criteria to evaluate the proposed use, as recommended in the hazard analysis, and
iii. Within a mine hazard area with a severe potential for subsidence only those activities allowed in AMC 19.70.040, Exempt activities, will be allowed.
b. Subdivisions. The division of land in mine hazard areas and associated buffers is subject to the following:
i. Land that is located within 200 feet of a mine hazard area with a severe potential for subsidence may not be subdivided. Land that is located partially within a mine hazard area may be divided; provided, that each resulting lot has sufficient buildable area that is 200 feet away from the mine hazard area with a severe potential for subsidence. Land that is located within a mine hazard area with a low or moderate potential for subsidence may be subdivided;
ii. Access roads and utilities may be permitted within 200 feet of a mine hazard area with a moderate or severe potential for subsidence if the city determines that no other feasible alternative exists.
c. Reclamation Activities. Reclamation activities must conform to the provisions in Chapter 332-18 WAC, Surface Mine Reclamation. For all reclamation activities, including grading, filling, and stockpile removal, as-built drawings must be submitted to the city in a format specified by the decision-maker.
D. Tsunami Hazard Areas.
1. Nonresidential activities on sites containing areas susceptible to inundation due to tsunami hazards must provide an evacuation and emergency management plan.
2. The construction of structures designated Risk Categories III and IV as specified under currently adopted IBC are prohibited within a tsunami hazard area, except that:
a. A vertical evacuation tsunami refuge may be permitted to be located in a tsunami hazard zone provided it is constructed in accordance with FEMA P646;
b. Community critical facilities may be permitted to be located within a tsunami hazard zone when such a location is necessary to fulfill their function, provided suitable structure and emergency evacuation measures have been incorporated. (Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for Geologically Hazardous Areas. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, reports must also include the applicable information outlined in this section.
B. Third Party Review Required. Critical areas reports on geologically hazardous areas are subject to third party review at the owner’s sole expense as provided in AMC 19.70.115(B) and in any of the following circumstances:
1. A buffer reduction or alteration of a landslide hazard area is proposed.
C. Minimum Report Contents for Geologically Hazardous Areas. The written critical area report(s) must contain the following information, at minimum:
1. The report must generally follow the Washington State Department
of Licensing Guidelines for Preparing Engineering Geology Reports in Washington (2006) and at a minimum report contents required per AMC 19.70.115, Critical area report;
2. A detailed overview of the field investigations, exploration locations, site photos, published data and references; data and conclusions from past assessments of the site; investigations or studies that support the identification of geologically hazardous areas;
3. A description of the methodologies used to conduct the geologically hazardous areas evaluations, classification, hazards assessments, and/or analyses of the proposal impacts, including references.
4. Assessment of Geological Characteristics. The assessment must include the following:
a. Classification of the type of geologic hazard(s) present in accordance with AMC 19.70.415, Designation;
b. An assessment of the geologic characteristics of the soils, sediments, and/or rock of the project area and potentially affected adjacent properties, and a review of the site history regarding landslides, erosion, and prior grading. Soils analysis must be accomplished in accordance with accepted classification systems in use in the region;
c. A description of load intensity, surface and groundwater conditions, public and private sewage disposal systems, fills, excavations, and all structural development;
d. A description of the extent and type of vegetative cover; and
e. An analysis of proposed surface and subsurface drainage, and the vulnerability of the site to erosion.
5. Analysis of Proposal. The report must include a detailed description of the project, its relationship to the geologic hazard(s), and its potential impact upon the hazard area, the project, the subject property, and affected adjacent properties.
6. Minimum Buffer and Building Setback. The report must make a recommendation for the minimum no-disturbance buffer and minimum building setback from any geologic hazard based upon the geotechnical analysis.
7. Additional Technical Information Requirements for Specific Hazards.
a. Erosion and Landslide Hazard Areas. The technical information required in a critical area report for a project within an erosion or landslide hazard area must also include the following:
i. An estimate of the present stability of the subject property, the stability of the subject property during construction, the stability of the subject property after all development activities are completed, and a discussion of the relative risks and slide potential relating to adjacent properties during each stage of development, including the effect of construction and placement of structures, clearing, grading, and removal of vegetation will have on the slope over the estimated life of the structures. Quantitative analysis of static and seismic slope stability, modeling, and/or seismic displacement analysis may be required by the decision-maker;
ii. A trend analysis of prior rates of erosion, if available;
iii. Consideration of the run-out hazard of landslide debris and/or the impacts of landslide run-out on downslope properties;
iv. Recommendations for stormwater improvements, locations and methods of erosion control, vegetation management, and/or other means for maintaining long-term soil stability;
v. Parameters for design of site improvements including appropriate foundations and retaining structures. These should include allowable load and resistance capacities for bearing and lateral loads, installation considerations, and estimates of settlement performance;
vi. Earthwork recommendations including clearing and site preparation criteria, fill placement and compaction criteria, temporary and permanent slope inclinations and protection, and temporary excavation support, if necessary; and
vii. Recommendations for mitigation measures to be implemented in order to minimize the risk to the site and adjacent properties, including slope stabilization measures, if appropriate.
b. Seismic Hazard Areas. The technical information required in a critical area report for a project within a seismic hazard area must also include the following:
i. A complete discussion of the potential impacts of seismic activity on the site (for example, liquefaction, lateral spreading, fault rupture);
ii. An evaluation of the subsurface soil and groundwater profile, physical properties of the subsurface profiles, and the liquefaction potential of the site;
iii. Recommendations for mitigation measures to be implemented in order to minimize the risk to the project, and adjacent properties if appropriate.
c. Tsunami Hazard Areas. The technical information required in a critical area report for a project within a tsunami hazard area must also include:
i. A discussion of the potential impacts of the tsunami hazard on the site;
ii. Recommendations as to structure construction techniques including but not limited to the use of coastal high hazard performance standards; and
iii. For all development other than single lot, single-family residences, an emergency management plan including plans for emergency building exit routes, site evacuation routes, emergency training, notification of local emergency management officials, and an emergency warning system.
d. Marine Bluffs. A geotechnical engineering report will be required when development is proposed within 50 feet (in all directions) of or to the crest of a marine bluff, or a distance equal to the height of the slope up to a distance of 100 feet from the crest (measured from the top), whichever is greater.
i. The report must be based on best available science, existing and proposed uses, risks of slope failure, and coastal erosion rates over the last 75 years, if applicable.
ii. All proposed development on a marine bluff or in the required buffer must be prohibited, except as may be allowed per AMC Chapter 19.72, Shorelines, and applicable shoreline master program development regulations for marine bluffs, or minor development to provide public access (e.g., public trails, stairs or view points); provided, that impacts are mitigated and the development can be shown to be safe.
D. All Geologically Hazardous Areas. The Director may require additional information deemed necessary to adequately review the proposal.
1. Site and Construction Plans. The critical area submittal for geologically hazardous areas must include a copy of the site plans for the proposal, drawn at an engineering scale, showing:
a. The type and extent of geological hazard areas, any other critical areas, and recommended and required buffers on, adjacent to, off site within 200 feet of, or that are likely to impact or be affected by the proposal;
b. Proposed development, including the location of existing and proposed structures, fill, clearing limits, significant trees to be removed, vegetation to be removed, proposed material stockpile locations, and stormwater management facilities;
c. The topography, in two-foot contours, of the project area and all hazard areas addressed in the report;
d. Height of slope, slope gradient, and cross-section of the project area indicating the stratigraphy of the site;
e. The location of springs, seeps, or other surface expressions of groundwater on or off site within 200 feet of the project area or that have the potential to affect or be affected by the proposal;
f. The location and description of surface water on or off site within 200 feet of the project area or that has the potential to be affected by the proposal. (Ord. 3064 § 2 (Att. A), 2021)
A. Critical aquifer recharge areas provide the public with clean, safe, and available drinking water and contribute base flows to protect aquatic resources. Once groundwater is contaminated or depleted, it is difficult, costly, and sometimes impossible to clean up or to recharge.
B. The purpose of this article is to protect critical aquifer recharge areas from degradation or depletion resulting from new and redeveloping land use activities. Due to the potential vulnerability of groundwater underlying certain aquifer recharge areas to contamination and the importance of such groundwater as sources of public water supply, it is the intent of this article to safeguard groundwater resources by mitigating or precluding future discharges of contaminants from new development activities and redevelopment activities. (Ord. 3064 § 2 (Att. A), 2021)
A. Applicability. The provisions of this article apply to regulated facilities that are within or adjacent to those portions of the city of Anacortes designated as critical aquifer recharge areas on the city of Anacortes critical areas map. Regulated activities/facilities are defined as those commercial, industrial and home occupation uses that:
1. Process or handle hazardous materials in regulated quantities; and
2. Treat or store regulated quantities of hazardous materials.
B. Hazardous Materials Questionnaire Required. Applications for development or redevelopment of regulated facilities within the boundaries of critical aquifer recharge areas must be accompanied by a completed hazardous materials questionnaire to determine the regulatory status of the applicant facility. The decision-maker must review the questionnaire to determine whether the facility is regulated under this chapter. If it is determined that the proposal includes a regulated facility that processes, handles, treats, and/or stores hazardous substances as defined by this chapter, the applicant must submit a critical area report pursuant to this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. Critical aquifer recharge areas include:
1. Areas served by groundwater which have been designated as a “sole source aquifer area” under the Federal Safe Drinking Water Act;
a. Areas within a “closed” or “low-flow” stream watershed designated by the Department
of Ecology pursuant to RCW Chapter 90.22;
b. Areas designated as “wellhead protection areas” pursuant to Chapter 246-290 WAC and the groundwater contribution area pursuant to WAC 246-291-125(3)(d)(iii) or otherwise recognized by the Director as needing wellhead protection. Wellhead protection areas include, for the purpose of this regulation, the identified recharge areas associated with:
i. The 10-year groundwater time-of-travel for all Group A public water supply wells; or
ii. The five-year groundwater time-of-travel for all Group B public water supply wells with a wellhead protection plan filed with the Skagit County Health Department
; or
iii. Plats serviced by five or more individual wells where the average lot size is equal to or less than two acres for which a wellhead protection plan has been completed and filed with the Skagit County Health Department
; or
iv. The 1,000-foot radius for individual private drinking water supply wells, as identified by map criterion in AMC 19.70.525.
B. All areas within the city meeting one or more of these criteria, regardless of any formal identification, are hereby designated critical areas and are subject to the provisions of this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. The approximate location and extent of critical aquifer recharge areas are shown on the city of Anacortes critical aquifer recharge area data layers maintained in the city of Anacortes geographic information system (GIS). In addition, the following maps and resources providing information on the location and extent of critical aquifer recharge areas are hereby adopted by reference as amended:
1. Areas with soils that have moderate to rapid permeability (greater than two inches per hour) as listed in Table 14 of the Soil Survey of Skagit County.
2. Source for identifying drinking water supply wells identified by agencies such as Washington Department
of Ecology and Skagit County Health Department
.
B. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. Regulated activities/facilities may be permitted in a critical aquifer recharge area only if the applicant can demonstrate that the proposed activity will not cause contaminants to enter the aquifer and that the proposed activity will not adversely affect the recharging of the aquifer.
B. The proposed regulated activity must comply with the water source protection requirements and recommendations of the Federal Environmental Protection Agency, State Department
of Health, and the Skagit County Health Department
.
C. Storage Tank Permits. The city of Anacortes specifically regulates and authorizes permits for underground storage tanks pursuant to the International Fire Code and this chapter. The Washington Department
of Ecology also regulates and authorizes permits for underground storage tanks (Chapter 173-360 WAC). The Anacortes Fire Department
regulates and authorizes permits for the removal of underground storage tanks.
D. Owners and operators of facilities with existing underground storage tanks that are located within a critical aquifer recharge area must comply with all release detection requirements as specified in Chapter 173-360 WAC.
E. Spreading or Injection of Reclaimed Water. Water reuse projects for reclaimed water must be in accordance with the adopted water or sewer comprehensive plans that have been approved by the Washington Department
of Ecology and Skagit County Health Department
.
1. Surface spreading must meet the groundwater recharge criteria given in RCW 90.46.010(10) and 90.46.080.
2. Direct injection must be in accordance with the standards developed by authority of RCW 90.46.042.
F. Prohibited Activities and Land Uses. The following land uses and activities for new development or redevelopment are prohibited within or adjacent to critical aquifer recharge areas:
1. Landfill activities as defined in Chapters 173-304 and 173-351 WAC;
2. All underground injection wells as defined in Chapter 173-218 WAC;
3. Disposal of hazardous or dangerous wastes;
4. Mining, including:
a. Metals and hard rock mining;
b. Sand and gravel mining are prohibited in critical aquifer recharge areas determined to be highly susceptible or vulnerable unless a stormwater quality management plan is approved and followed by the applicant;
5. Wood Treatment Facilities. Wood treatment facilities that allow any portion of the treatment process to occur over permeable surfaces (both natural and manmade);
6. Storage, processing, or disposal of radioactive substances;
7. Dry cleaning establishments using the solvent perchlorethylene; and
8. Other:
a. Activities that would significantly reduce the recharge to aquifers currently or potentially used as a potable water source;
b. Activities that would significantly reduce the recharge to aquifers that are a source of significant baseflow to a regulated stream;
c. Activities that are not connected to an available sanitary sewer system are prohibited from critical aquifer recharge areas associated with sole source aquifers. (Ord. 3064 § 2 (Att. A), 2021)
A. The following mitigation measures, as applicable, are required for development of regulated facilities within a critical aquifer recharge area:
1. Floor drains must not be allowed to drain to the stormwater system and must be designed and installed to meet the Uniform Plumbing Code (UPC) Section 303.
2. If any roof venting carries contaminants, then the portion of the roof draining this area must go through pretreatment pursuant to UPC Section 304(b).
3. All nonresidential vehicle washing must be self-contained or be discharged to a sanitary sewer system, if approved by the sewer utility, and is subject to UPC Sections 708 and 711.
4. Utilize integrated pest management (IPM) practices for pest control and best management practices (BMPs) for the use of fertilizers as described by the Skagit County Local Hazardous Waste Management Program.
5. Facilities Installing New Underground Tanks. All new underground storage facilities used or to be used for the underground storage of hazardous substances or hazardous wastes must meet the requirements of Chapter 173-360 WAC and be designed and constructed so as to:
a. Prevent releases due to corrosion or structural failure for the operational life of the tank;
b. Be protected against corrosion, constructed of noncorrosive material, steel clad with a noncorrosive material, or designed to include a secondary containment system to prevent the release or threatened release of any stored substance; and
c. Use material in the construction or lining of the tank which is compatible with the substance to be stored.
6. Above-Ground Tanks. All new above-ground storage facilities/tanks containing hazardous substances within a critical aquifer recharge area must be constructed, installed, used and maintained to:
a. Prevent the release of a hazardous substance to the ground, or groundwater;
b. Include an impervious containment area enclosing or underlying the tank or part thereof;
c. Include a secondary containment system either built into the tank structure or a dike system built outside the tank. The secondary containment system or dike system must have a capacity of at least 110 percent of the primary tank and conform to the requirements of UFC Chapter 7902.2.
7. Vehicle Repair and Servicing.
a. Commercial vehicle repair and servicing must be conducted over impermeable pads and within a covered structure capable of withstanding normally expected weather conditions. Chemicals used in the process of vehicle repair and servicing must be stored in a manner that protects them from weather and provides containment should leaks occur.
b. Dry wells are not allowed on sites used for vehicle repair and servicing. Dry wells existing on the site prior to facility establishment must be abandoned using techniques approved by the state Department
of Ecology prior to commencement of the proposed activity.
8. Additional protective measures may be required if deemed necessary by the city of Anacortes.
9. State and Federal Regulations. The uses listed below will be conditioned as necessary to protect critical aquifer recharge areas in accordance with the applicable state and federal regulations.
Statutes, Regulations and Guidance Pertaining to Groundwater Impacting Activities
Activity | Statute – Regulation – Guidance |
|---|---|
Above-Ground Storage Tanks | WAC 173-303-640 |
Animal Feedlots | |
Automobile Washers | Chapter 173-216 WAC, Best Management Practices for Vehicle and Equipment Discharges (WDOE WQ-R-95-56) |
Below-Ground Storage Tanks | Chapter 173-360 WAC |
Chemical Treatment Storage and Disposal Facilities | Chapter 173-303 WAC |
Hazardous Waste Generator (Boat Repair Shops, Biological Research Facility, Dry Cleaners, Furniture Stripping, Motor Vehicle Service Garages, Photographic Processing, Printing and Publishing Shops, etc.) | Chapter 173-303 WAC |
Injection Wells | |
Junk Yards and Salvage Yards | Chapter 173-304 WAC, Best Management Practices to Prevent Stormwater Pollution at Vehicle Recycler Facilities (WDOE 94-146) |
Oil and Gas Drilling | WAC 332-12-450, Chapter 173-218 WAC |
Wastewater Facilities | Chapter 173-240 WAC |
On-Site Sewage Systems (< 3,500 gal/day) | Chapter 246-272A WAC, Local Health Ordinances |
Large On-Site Sewage Systems (3,500 to 1,000,000 gal/day) | Chapter 246-272B WAC, State Health Ordinances |
Pesticide Storage and Use | Chapter 17.21 RCW |
Sawmills | Chapter 173-303 WAC, Chapter 173-304 WAC, Best Management Practices to Prevent Stormwater Pollution at Log Yards (WDOE 95-53) |
Solid Waste Handling and Recycling Facilities | Chapter 173-304 WAC |
Surface Mining | Chapter 332-18 WAC |
Wastewater Application to Land Surface | Chapter 173-200 WAC, Chapter 173-216 WAC, WDOE Land Application Guidelines, Best Management Practices for Irrigated Agriculture |
(Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for CARAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, CARA reports must also include the applicable information outlined in this section.
B. Minimum Report Contents. A critical area report must include a hydrogeologic assessment including, but not limited to, the following:
1. Information sources;
2. Geologic and hydrologic setting including available recharge, permeability/transmissivity information;
3. Available well logs, borings, seeps/springs within 1,000 feet of the project area;
4. Available water quality information;
5. Groundwater depth, flow direction and gradient based on available information;
6. Surface water location and recharge potential;
7. Water source supply to the site;
8. Any sampling schedules necessary;
9. Discussion of the effects of the proposed project on the groundwater resources;
10. Description of potential mitigation measures, should it be determined that the proposed project may have an adverse impact on groundwater resources; and
11. Other information as required by the city.
C. If the hydrogeologic assessment determines that the facility will have no effect on groundwater resources, the facility is exempt from the development standards requirements in AMC 19.70.535.
D. If the hydrogeologic assessment determines that the facility could have an effect on groundwater resources, the decision-maker will require implementation of applicable development standards in AMC 19.70.535. (Ord. 3064 § 2 (Att. A), 2021)
A. Frequently flooded areas perform important hydrologic functions and may present a risk to persons and property.
B. It is the purpose of this chapter to promote the public health, safety and general welfare, and to minimize public and private losses due to flood conditions in specific areas caused by flooding, while protecting the functions and values of floodplains, including special consideration for anadromous fish habitat in combination with the provisions for fish and wildlife habitat conservation areas in this chapter. (Ord. 3064 § 2 (Att. A), 2021)
A. Frequently flooded areas include those areas established as special flood hazard areas under AMC Chapter 19.74, Floodplain Management, including those areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report entitled “The Flood Insurance Study for the City of Anacortes”
dated March 17, 2003, and any revisions thereto, with accompanying flood insurance rate maps (FIRM), and any revisions thereto. The best available information for flood hazard area identification as outlined in AMC Chapter 19.74, Floodplain Management, is the basis for regulation until a new FIRM is issued that incorporates the data utilized under AMC Chapter 19.74, Floodplain Management.
B. Tsunami hazard areas are designated as geologically hazardous areas per AMC 19.70.415 and are subject to applicable development regulations outlined in AMC 19.70.425 and 19.70.430.
C. Climate change and sea level rise are affecting many coastal communities and some within Puget Sound. Applicants are urged to become familiar with potential impacts of climate change and sea level rise if development is proposed near the marine shoreline or associated low-lying areas. (Ord. 3064 § 2 (Att. A), 2021)
A. Reference Only. The maps and resources cited above are to be used as a guide for the city of Anacortes Planning, Community and Economic Development Department
, project applicants, and/or property owners and may be continuously updated as new critical areas are identified. They are a reference and do not provide a final critical area designation. (Ord. 3064 § 2 (Att. A), 2021)
A. All development proposals must comply with AMC Chapter 19.74, Floodplain Management, for general and specific flood hazard protection.
B. Development may not reduce the base flood water storage ability. Construction, grading or other regulated activities that would reduce the flood water storage ability must be mitigated by creating compensatory storage on or off site.
C. Alteration of Watercourses.
1. Projects that will relocate a watercourse must also submit a request for conditional letter of map revision, where required by FEMA. The project may not be approved unless FEMA issues the CLOMR (which requires ESA consultation) and the provisions of the letter are made part of the permit requirements.
2. The decision-maker must notify adjacent communities (if applicable) and the Department
of Ecology prior to any alteration or relocation of a watercourse, and submit evidence of such notification to FEMA.
3. Maintenance must be provided within the altered or relocated portion of said watercourse so that flood carrying capacity is not diminished. If the maintenance program does not call for cutting of native vegetation, the system must be oversized at the time of construction to compensate for said vegetation growth or any other natural factor that may need future maintenance.
D. Base flood data and flood hazard notes must be shown on the face of any recorded plat or binding site plan, including, but not limited to, base flood elevations, flood protection elevation, boundary of floodplain, and zero rise floodway.
E. All development must conform to the provisions of the currently adopted International Building Code, including submittal of a critical area report. (Ord. 3064 § 2 (Att. A), 2021)
A. Additional Report Contents for FFAs. In addition to the minimum report contents required per AMC 19.70.115, Critical area report, FFA reports must also include the applicable information outlined in this section.
B. Minimum Report Contents. A critical area report must include a habitat assessment prepared in accordance with Regional Guidance for Floodplain Habitat Assessment and Mitigation (FEMA Region X, 2013), or as hereafter amended. The assessment must determine if the project would adversely affect:
1. The primary constituent elements identified when a species is listed as threatened or endangered;
2. Essential fish habitat designated by the National Marine Fisheries Service;
4. Vegetation communities and habitat structures;
5. Water quality;
6. Water quantity, including flood and low flow depths, volumes and velocities;
7. The channel’s natural planform pattern and migration processes;
8. Spawning substrate, if applicable; and/or
9. Floodplain refugia, if applicable.
C. If the assessment concludes that the activity is expected to have an adverse effect on water quality and/or aquatic or riparian habitat or habitat functions, the project must be designed in a way to offset those impacts. Project mitigation will not be permitted in accordance with Regional Guidance for Floodplain Habitat Assessment and Mitigation
, FEMA Region X, 2013.
D. The following activities do not require completion of a habitat assessment:
1. Repair of existing building in its existing footprint, including damage by fire or other casualties unless the repair constitutes substantial improvement or is necessitated by substantial damage;
2. Removal of noxious weeds;
3. Replacement of nonnative vegetation with native vegetation;
4. Ongoing activities such as lawn and garden maintenance;
5. Removal of hazard trees;
6. Normal maintenance of public utilities and facilities;
7. Restoration or enhancement of floodplains, riparian areas and streams that meets federal and state standards. (Ord. 3064 § 2 (Att. A), 2021)