A. 
Purpose. The following special reports may be required to provide environmental information and to present proposed strategies for maintaining, protecting and/or mitigating impacts to critical areas:
1. 
Wetland delineation report (Section 19.700.710).
2. 
Wetland mitigation report (Section 19.700.715).
3. 
Habitat management plan (Section 19.700.720).
4. 
Geotechnical report/geological report (Section 19.700.725).
5. 
Hydrogeological report (Section 19.700.730).
B. 
When Required. Special reports shall be submitted by the applicant for approval by the department when required by this title.
C. 
Responsibility for Completion. The applicant shall pay for or reimburse the county for the costs incurred in the preparation of special reports or tests, and for the costs incurred by the county to engage technical consultants or staff for review and interpretation of data and findings submitted by or on behalf of the applicant. The applicant shall pay permit fees or technical assistance fees as required by Title 21, as now or hereafter amended. In such circumstances where a conflict in the findings of a special report and the findings of the county in review of the special report exists, the applicant or affected party may appeal such decisions of the county pursuant to the procedures in Section 19.100.150 (Appeals) and Chapter 21.04.
D. 
Qualifications of Professionals. Any special report required herein shall be prepared and signed by the professionals identified below and in Chapter 19.150, and shall include his or her resume, or other list of qualifications, to aid the department in assessing these qualifications.
E. 
Time Frame. All special reports shall be considered valid for a period of five years from the date of the report unless otherwise indicated by the author for a greater or lesser time frame. Reports may be required to be supplemented with an addendum letter or report should a complete application be received more than five years from the date of the original report, if the report is not addressing the specific proposal, or if the criteria for assessing the critical area has been updated after the date on the report (wetland rating system, for example).
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 633 (2024) § 5 (App.), 2024)
A. 
Wetland delineation reports shall be valid for a period of five years from the date of the report unless a longer or shorter period is specified by the department. An extension of an original report may be granted upon submittal of a written request to the department prior to expiration. Prior to granting an extension, the department may require updated studies if, in its judgment, the original intent of the application is altered, enlarged or if circumstances relevant to the review and issuance of the original permit have changed substantially, or if the applicant failed to abide by the terms of the original approval. Time extensions shall be granted in writing and documented in the file.
B. 
A wetland delineation report shall include, but not be limited to, the following:
1. 
Vicinity map;
2. 
When available:
a. 
A copy of a National Wetland Inventory Map (U.S. Fish and Wildlife Service) and/or a Kitsap County wetland inventory map identifying the wetlands on or within three hundred feet of the site;
b. 
A copy of any known previous delineations or investigations;
c. 
A copy of forms used to delineate the wetland area (1987 Wetland Delineation Manual, Western Mountains, Valleys, and Coast Regional Supplement);
3. 
A site map setting forth all of the following:
a. 
Surveyed wetland boundaries based upon a delineation by a wetlands specialist;
b. 
Site boundary property lines and roads;
c. 
Internal property lines, rights-of-way, easements, etc.;
d. 
Existing physical features of the site including buildings, fences, and other structures, roads, parking lots, utilities, water bodies, etc.;
e. 
Contours at the smallest readily available intervals, preferably at two-foot intervals;
f. 
Hydrologic mapping showing patterns of surface water movement and known subsurface water movement into, through, and out of the site area;
g. 
Location of all test holes and vegetation sample sites, numbered to correspond with flagging in the field and field data sheets;
h. 
The most recent, dated air photo with overlays displaying the site boundaries and wetland delineation;
4. 
Location information (legal description, parcel number and address);
5. 
Discussion of wetland boundary. The delineation report shall delineate the entire wetland boundary. If the wetland extends outside the site, the delineation report shall discuss methods for delineation beyond the site if physical access was not granted. Remote mapping methods may be used, but this should be noted in the report;
6. 
General site conditions within one-quarter mile of the subject wetland(s), including topography, acreage, and surface areas of all wetlands identified in the Kitsap County wetland inventory map and water bodies, including ditches and streams;
7. 
Hydrological analysis, including topography, of existing surface and known significant subsurface flows into and out of the subject wetland(s), and location of the wetland within the watershed;
8. 
Analysis of the functional values of existing wetland(s) and buffer(s), including vegetative, fauna, habitat, water quality, and hydrologic conditions;
9. 
A summary of proposed activity and potential impacts to the wetland(s) and buffer(s);
10. 
Recommended wetland category using the Washington State Wetlands Rating System categories, including rationale for the recommendation and a copy of the completed Wetland Rating Summary Form with associated figures;
11. 
Recommended buffer boundaries, including rationale for boundary locations;
12. 
Site plan of proposed activity, including location of all parcels, tracts, easements, roads, structures, and other modifications to the existing site. The location of all wetlands and buffers shall be identified on the site plan.
C. 
Administrative Wetland Boundary and Ranking Evaluation.
1. 
If resources allow, the department may delineate and evaluate wetland areas for any proposed single-family dwelling project listed in Chapter 19.200 (Wetlands), unless the applicant wishes to employ a qualified wetland biologist at the applicant’s expense, or a wetland delineation report is required by the department. Fees may be collected for this determination and evaluation, as specified in Title 21.
2. 
The wetland boundary shall be fieldstaked prior to department review and this line shall be depicted on the building site plan application.
3. 
The wetland boundary and buffer shall be identified on all grading, building site, utility or other development plans submitted on the project. Wetland delineation stakes shall remain in place for the duration of the application process and not removed until project completion/final inspection when wetland buffer signs have been reviewed and installed.
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 633 (2024) § 5 (App.), 2024)
A. 
Compensatory mitigation shall be required for activities that result in the loss of wetland acreage or functions, in accordance with Section 19.200.230 (Wetland mitigation requirements).
1. 
A compensatory mitigation plan shall be completed. The applicant shall submit a detailed mitigation plan for compensatory mitigation to the department.
2. 
The detailed mitigation plan shall be prepared, signed, and dated by the wetland specialist to indicate that the plan is in accordance with specifications as determined by the wetland specialist. A signed original mitigation plan shall be submitted to the department.
3. 
Approval of the detailed mitigation plan shall be signified by a notarized memorandum of agreement, signed by the applicant and department director or designee. The agreement shall refer to all requirements for the mitigation project.
4. 
The mitigation project shall be completed according to a schedule agreed upon between the department and the applicant.
5. 
Wetland mitigation shall occur according to the approved wetland mitigation plan and shall be consistent with provisions of this chapter and title.
6. 
The wetland specialist shall be on site during construction and plant installation phases of all mitigation projects.
7. 
Upon completion of construction for the wetland mitigation project, the wetland specialist shall submit an as-built report to the department for review and approval.
B. 
As required by Section 19.200.230 (Wetland mitigation requirements), a mitigation report shall be prepared and shall contain the following:
1. 
Cover/Title Page.
a. 
Project name.
b. 
Reference numbers to other permit applications (local, state and/or federal).
c. 
Date of publication.
d. 
Who it was prepared for/contact information.
e. 
Who it was prepared by/contact information.
2. 
Table of contents, including a list of figures and tables.
3. 
Responsible Parties. Provide the names, titles, addresses, phone numbers, and information regarding the professional experience (if applicable) for those involved in the development and mitigation projects. Provide the name of the company or agency, as well as the individuals involved.
a. 
Applicant(s).
b. 
Applicant’s representative/agent.
c. 
Preparer(s) of the wetland delineation report.
d. 
Preparer(s) of the mitigation report, mitigation construction plans and specifications.
e. 
Parties responsible for monitoring, long-term maintenance, and contingency plans. If this is unknown at the time the mitigation report is submitted, provide this information with the monitoring reports.
4. 
Executive summary that summarizes the project, its potential wetland-related impacts, and the proposed mitigation. The executive summary shall include the following information:
a. 
Applicant name/address/phone.
b. 
Agent/consultant.
c. 
Description of land use proposal and location.
d. 
Description of the measures taken to avoid and minimize the impacts to the wetland and other aquatic resources.
e. 
Description of unavoidable wetland impacts and the proposed compensatory mitigation measures:
i. 
Size (acres);
ii. 
Cowardin wetland classification;
iii. 
Hydrogeomorphic (HGM) classification;
iv. 
Wetland rating;
v. 
Wetland functions;
vi. 
Compensation ratios used.
f. 
Description of mitigation area.
g. 
Explanation of other unavoidable impacts to other aquatic resources.
h. 
Other relevant details, including but not limited to:
i. 
Goals and objectives.
ii. 
Proposed improvements to the functions and environmental processes of the larger watershed.
iii. 
Proposed buffers for the compensatory mitigation site (minimum and maximum width and total area).
5. 
Project Description.
a. 
Type of development (existing and proposed land uses).
b. 
Development project size.
c. 
Implementation schedule (start date and duration).
d. 
Project Location and Maps.
i. 
Section, township, range.
ii. 
Water resource inventory area (WRIA).
iii. 
Watershed and subwatershed.
iv. 
Vicinity map.
e. 
Description of the Development Site.
i. 
Historic and current land uses, zoning designations, and structures on development site and adjacent properties (if known).
ii. 
A local area map (zoning, land use, wetlands, other aquatic resources, one-hundred-year floodplain).
iii. 
Existing wetlands on or adjacent to the development site. Attach delineation report.
iv. 
Other aquatic resources on the site or adjacent properties, noting hydrologic connections. Describe any flooding that affects the development site and the location of the development within the floodplain, where applicable.
v. 
Known historic or cultural resources on the development site.
6. 
Ecological Assessment of Impact.
a. 
Description of the impacts and extent of disturbance to wetlands (including acreage). This includes temporary, indirect, and direct impacts.
b. 
Description of the site in context of other wetlands/water bodies.
c. 
Description of the Water Regime.
i. 
Describe the source of water to the wetland being affected by the development project. For multiple sources, estimate the percentage of each.
ii. 
Describe the hydrologic regime of the wetland being affected through qualitative estimates of duration and frequency of inundation/saturation.
iii. 
Map of the surface and groundwater flowing into the impacted areas with the directions of water flow indicated.
d. 
Description of the Soils.
i. 
Description of the soil characteristics of the wetland being affected including soil type and classification, and a description of texture, color, structure, permeability, and organic content.
ii. 
Soil survey map (indicate the source of the map).
iii. 
Map showing soil sampling locations (typically the location of the soil pits used for delineation).
e. 
Description of the Plant Communities.
i. 
Qualitative descriptions of the different Cowardin (1979) classes at the wetland being affected (including subclass and water regime modifiers). If a forested class is present, also estimate the average age of the canopy species.
ii. 
Estimate the relative abundance of dominant and subdominant plants within each Cowardin class (use information collected during routine delineation unless more detailed data are available).
iii. 
List of the wetland indicator status of dominant and subdominant species (obligate – OBL, facultative – FAC, facultative wet – FACW).
iv. 
Description of the prevalence and distribution of nonnative and/or invasive species, if any are present at the wetland being affected.
v. 
General description of upland plant communities within three hundred thirty feet (one hundred meters) of the wetland being affected, if any.
vi. 
List of rare plants and plant communities that are known to occur on the development project site or adjacent properties. If any of these species are observed on the site, include descriptions of the occurrence and any potential impacts to them.
f. 
Description of any fauna using the site. If a biological assessment was prepared for the project, the report may simply be referenced in this mitigation report.
i. 
Description of any animals (including amphibians) using the wetland being affected or its buffer. Especially note evidence of past or present beaver use. In most cases, a list of species likely to use the habitats on the site is sufficient, with brief descriptions of the existing habitats.
ii. 
Include a description of endangered, threatened, sensitive, and candidate animal species that are known to occur in the general areas (distance depends on species) of the development site, as well as observations of such species. Also, include those listed as priority species or species of concern by the Washington Department of Fish and Wildlife.
g. 
Landscape Position and Geomorphology.
i. 
Class of the wetland being affected by the development project. Use the hydrogeomorphic classification (class and subclass) to describe its position in the watershed.
ii. 
Qualitative description of the functions performed by the wetland affected relative to the position in the watershed. This may include its role in attenuating flooding, as a corridor for wildlife between different regions of the watershed, as part of a regional flyway, moderating downstream temperatures, contributing to base flows, maintaining stream flows, or in improving water quality local and regionally.
h. 
Description of Functions Provided.
i. 
Description of the functions provided by the wetland being affected and to what level they are performed. The method used to assess functions varies depending on the scale of the impact (size/type), the complexity of the wetland, etc. The same method must be used for assessing the impact site and the mitigation site, as well as for monitoring.
ii. 
Qualitative or quantitative description of the characteristics that enable the wetland being affected to perform specific functions, depending on the method used.
iii. 
Description of the sampling and assessment methods used.
iv. 
Documentation of the training of professionals assessing the functions.
v. 
List of the references consulted.
i. 
Wetland Category Rating and Buffer Requirements.
i. 
The category of the wetland being affected using the Washington State rating system for Western Washington, as revised.
ii. 
Copies of the original data sheets used to rate the wetland.
iii. 
Size (width) of the undeveloped upland buffer within three hundred feet (one hundred meters) of the wetland being affected by the development project.
iv. 
Qualitative description of the dominant vegetation in the buffer and the physical structure of the plants in it (e.g., deciduous forest, coniferous forest, and prevalence of snags and downed woody debris).
v. 
Maps of the buffer areas and the vegetation types.
j. 
Information on Water Quality, Where Applicable.
i. 
Description of any known or observable water quality problems at the development site and downstream until marine waters are reached, and whether they will continue after the development project is completed. Basic water quality parameters that should be considered include dissolved oxygen (DO), pH and alkalinity, temperature, turbidity/suspended solids/sediment accretion, nutrients, fecal coliform, and heavy metals.
ii. 
Assessment of whether the development project is expected to worsen or improve existing water quality conditions.
7. 
Mitigation Approach.
a. 
Mitigation Sequencing Followed.
i. 
Descriptions of the specific steps taken to avoid and minimize impacts to the maximum extent practicable, that meets the requirements of Section 19.100.155(D). Larger projects may need to include an alternatives analysis in an appendix.
ii. 
Description of the specific steps to minimize wetland impacts to the site or reduce impacts over time (timing of project, redesign of project, orientation and/or location). Where applicable, note how proposed stormwater treatment facilities may reduce water quality impacts.
iii. 
Discussion of wetland rectification strategies. Where applicable note how temporary impacts, occurring during implementation of the development project, could be rectified through restoration and maintenance activities and the time frame for those impacts to be rectified (i.e., temporal loss of functions and values).
iv. 
Notation of the size and type of compensation being proposed. Include a description of the mitigation ratios and why they are adequate to compensate for the lost or degraded area and functions. A full description of the compensatory mitigation should be provided as described in the following sections.
b. 
Goals and Objectives. Identify the goal or goals of the compensatory mitigation project.
c. 
Mitigation Strategy. Describe in general terms the strategies (actions) that will be used to achieve the goals.
8. 
Proposed Mitigation Site.
a. 
Site Description (Location, Size, Maps).
i. 
Ownership;
ii. 
Total area of mitigation site (acres);
iii. 
Current/past land use. Include, also, a description of the constraints at the mitigation site that could affect the success of the mitigation project, and strategies used to address each constraint.
b. 
Site Selection Rationale. Discuss how the site fits with the environmental needs in the watershed. If watershed or regional planning efforts exist for the area, explain how the selection of the compensation site is consistent with those plans.
c. 
Existing/Baseline Ecological Conditions of the Mitigation Site.
i. 
Summary of Historic and Current On-Site and Nearby Land Uses.
(a) 
Historic land uses and structures on the mitigation site and adjacent properties, if known;
(b) 
Current land uses and structures on the mitigation site;
(c) 
Current land uses and zoning designations of adjacent properties;
(d) 
A local area map showing land uses and zoning designations.
ii. 
Description of Any Known Cultural Resources on the Site. If a separate report on cultural/historic resources was prepared, it may be referenced in the mitigation report.
(a) 
List of structures listed or eligible for historic registers;
(b) 
Brief description of resources having archaeological or cultural significance.
iii. 
Description of the Site in Context of Other Wetlands. Any existing wetland boundaries shall be summarized here, but may reference the delineation report.
(a) 
A topographic base map (scale one inch equals four hundred feet or smaller) outlining the boundaries of the wetlands that are under state, federal, or local jurisdiction;
(b) 
Name of the delineation manual and method used. Include the date field work was performed, field data sheets documenting the data collected on the three criteria (hydrology, vegetation, soils);
(c) 
Provide the total area of wetlands on the mitigation site, identifying the area (acres) of individual wetlands.
iv. 
Description of Other Aquatic Resources on the Mitigation Site and Adjacent Properties.
(a) 
Description of the other aquatic resources (e.g., streams, lakes, tidal waters) on the mitigation site and adjacent properties, noting hydrologic connections among them and with existing wetlands.
(b) 
Include and/or reference a map showing the approximate location of all aquatic resources.
(c) 
Description of any flooding that affects the mitigation site and location of the development within the floodplain, where applicable, indicating on a map whether the project is located within the mapped one-hundred-year floodplain).
v. 
Description of the Water Regime.
(a) 
Description of the source of water to the mitigation site. If several sources are present, estimate the percentage contribution from each.
(b) 
Description of the existing water regimes at the mitigation site (i.e., rough, qualitative estimate of duration and frequency of inundation and/or saturation).
(c) 
Map of the surface and groundwater flowing into the mitigation area with the directions of water flow indicated.
vi. 
Description of the Soils.
(a) 
Description of the soil characteristics of the mitigation site including soil type and classification, and a description of texture, color, structure, permeability, and organic content. Use soil surveys confirmed by representative soil samples;
(b) 
Soil survey map (indicate source);
(c) 
Map showing soil sampling locations (typically the location of the soil pits used for delineation).
vii. 
Description of the Plant Communities.
(a) 
Qualitative descriptions of the different Cowardin (1979) classes at the mitigation site (include subclass and water regime modifiers). If a forested class is present, also estimate the average age of the canopy species;
(b) 
Estimate the relative abundance of dominant and subdominant plants within each Cowardin class (use information collected during routine delineation unless more detailed data are available);
(c) 
List of the wetland indicatory status of dominant and subdominant species (obligate – OBL, facultative – FAC, facultative wet – FACW);
(d) 
Description of the prevalence and distribution of nonnative and/or invasive species, if any are present;
(e) 
General description of upland plant communities within three hundred thirty feet (one hundred meters) of the mitigation site, if any;
(f) 
List of rare plants and plant communities that are known to occur on the mitigation site or adjacent properties. If any of these species are observed on the site, include descriptions of the occurrence and any potential impacts to them.
viii. 
Description of Any Fauna Using the Site. If a biological assessment was prepared for the project, the report may simply be referenced in this mitigation plan.
(a) 
Description of any animals (including amphibians) using the wetland being affected or its buffers. Especially note evidence of past or present beaver use. In most cases, a list of species likely to use the habitats on the site is sufficient, with brief descriptions of the existing habitats.
(b) 
Include a description of endangered, threatened, sensitive, and candidate animal species that are known to occur in the general areas (distance depends on species) of the development site, as well as observations of such species. Also, include those listed as priority species or species of concern by the Washington Department of Fish and Wildlife.
ix. 
Landscape Position and Geomorphology.
(a) 
Class of any existing wetlands on the mitigation site. Use hydrogeomorphic classification (class and subclass) to describe the position in the watershed;
(b) 
Qualitative description of the functions performed by the mitigation site relative to the position in the watershed. This may include its role in attenuating flooding, as a corridor for wildlife between different regions of the watershed, as part of a regional flyway, or in improving water quality regionally.
x. 
Description of Functions Provided.
(a) 
Description of the functions provided by the wetland being affected and to what level they are performed. The method used to assess functions varies depending on the scale of the impact (size/type), the complexity of the wetland, etc. The same method must be used for assessing the impact site and the mitigation site, as well as for monitoring;
(b) 
Qualitative or quantitative description of the characteristics that enable the wetland being affected to perform specific functions, depending on the method used;
(c) 
Description of the sampling and assessment methods used;
(d) 
Documentation of the training of professionals assessing the functions; and
(e) 
List of the references consulted.
xi. 
Wetland Rating of Any Existing Wetlands, Buffer Requirements.
(a) 
The category of the wetland being affected using the Washington State rating system for Western Washington, as revised;
(b) 
Copies of the original data sheets used to rate the wetland;
(c) 
Size (width) of the undeveloped upland buffer within three hundred thirty feet (one hundred meters) of the mitigation site. Note how much of the existing buffers extend off-site;
(d) 
Qualitative description of the dominant vegetation in the buffer and the physical structure of the plants in it (e.g., deciduous forest, coniferous forest, and prevalence of snags and downed woody debris); and
(e) 
Maps of the buffer areas and the vegetation types.
xii. 
Information on Water Quality, Where Applicable.
(a) 
Description of any known or observable water quality problems at the mitigation site and whether they will continue after the mitigation project is completed. Basic water quality parameters that should be considered include dissolved oxygen (DO), pH and alkalinity, temperature, turbidity/suspended solids/sediment accretion, nutrients, fecal coliform, and heavy metals.
(b) 
Assessment of whether the mitigation project is expected to worsen or improve existing water quality conditions.
d. 
Site constraints.
9. 
Preliminary Site Plan.
a. 
A qualitative description of the water regime and of how adequate hydrology will be provided to support a wetland over the long term.
b. 
Discussion of how project was designed to provide the proposed functions, including description of the hydrologic data that will support the proposal. Provide a rationale for each proposed function and describe the design features that will contribute to providing the function.
c. 
Schematic Drawings.
i. 
Change in topography;
ii. 
Hydrologic (water control) structures;
iii. 
Soils;
iv. 
Vegetation distributions;
v. 
Habitat attributes (structures) and their location;
vi. 
Existing and proposed buffers.
d. 
Section drawings showing relationship of topography to water regime and vegetation.
10. 
Final Site Plan/Design.
a. 
Site Survey and Topography.
i. 
Site surveys are needed when the mitigation project includes changes to ground elevations. If no changes to grade are proposed, then a simpler map of the site will be sufficient showing property and wetland boundaries, landmarks, scale, site features, and other existing conditions;
ii. 
Orientation and scale (north arrow; typically scales are one inch equals twenty-five or fifty feet);
iii. 
Existing and proposed elevation contours. Contours at one-foot intervals are typically sufficient for most mitigation reports. Contours at six-inch intervals may be desirable in certain cases where the seasonal fluctuation of water levels is low or in specific areas on the mitigation site where it is critical to have a high level of accuracy;
iv. 
Spot elevations for low points, high points and structures (culverts, hydraulic controls, utilities, and roads);
v. 
Property boundaries;
vi. 
On-site wetland boundaries (including all wetlands existing and after mitigation);
vii. 
Survey benchmarks;
viii. 
Location and elevation of soil borings or test pits and water level sampling devices;
ix. 
Location of soils to be stockpiled, if any;
x. 
Description of methods of erosion control and bank stabilization, if applicable;
xi. 
Buffer areas proposed for the mitigation site and their boundaries.
b. 
Water regime including:
i. 
Description of the proposed frequency and duration of flooding, inundation, or soil saturation;
ii. 
Description of the proposed groundwater and surface water sources and characteristics;
iii. 
Description of the elevation of the water table and dates when measured (note if table is perched);
iv. 
Engineering drawings of any proposed water control structures.
c. 
Soil Amendments.
i. 
Soil Logs from an On-Site Evaluation. Depending on proposed depth of grading, soil information may come from hand-dug shallow pits or from deeper samples that are typically obtained with small drilling rigs. At a minimum, the shallow soil profile should be described even if no changes in site elevations are proposed.
ii. 
Description of how the soil characteristics will be affected by the mitigation activities.
d. 
Landscape Plans. For most projects, planting plans should be prepared by a landscape architect with assistance from a wetland or plant ecologist. In some cases where very simple planting plans are proposed for small areas, the level of expertise provided by a landscape architect may not be needed. The list below includes the minimum information needed for planting plans.
i. 
Section drawing of proposed plant distribution, density and spacing, in relation to topography and water levels. The projected average water level during winter wet season, early growing season, and late summer dry season should be displayed;
ii. 
List of plant materials (common and Latin names, sizes, sources, quantity, etc.);
iii. 
Location of existing or proposed upland buffers;
iv. 
Description of the methods that will be used to control invasive and exotic plants if they exist in the vicinity;
v. 
A plan for irrigating the plants until they are established, including method, frequency, and amount of water;
vi. 
Erosion control;
vii. 
Map of the location of habitat structures or habitat features;
viii. 
Location of upland buffers;
ix. 
Description of the soil amendments, including use and sources of mulch.
e. 
Construction specifications.
11. 
Monitoring Plan. A monitoring plan describes the methods used to collect and analyze data needed to show that performance standards are being met. They are also used to track environmental changes at mitigation sites throughout the monitoring period. Monitoring plans will vary depending on mitigation objectives and performance standards, but all must be designed to assess the quantitative or qualitative performance standards. The methods used for monitoring specific variables generally need to be the same as those used in establishing baseline data at the wetland affected by the development project. Monitoring plans will typically include the elements described below.
a. 
Variables to be measured (plant survival, canopy cover, plant diversity, water levels and duration or inundation/saturation);
b. 
Sampling methods for each variable;
c. 
A map of the sampling locations for each variable or a description of the methods that will be used to determine sampling locations for each monitoring event. Permanent sampling locations may be the best choice for some variables, but for others, such as percent cover of vegetation, sampling locations may be varied through random selection or other methods for each monitoring event. The map should include clearly identifiable markers on the ground to act as reference points for orientation. These may include roads, benchmarks, and permanent structures;
d. 
Laboratory methods to be used, if applicable;
e. 
Provide a timetable for reporting monitoring results to the agencies. It is preferred to tie the specific dates to the start of construction.
12. 
Site Protection. The mitigation area and any associated buffer shall be protected by a legal mechanism such as a critical area tract or a conservation easement. The department may approve another legal and administrative mechanism if it is determined to be adequate to protect the site. The following shall be required to demonstrate compliance and ensure adequate protection of the wetland functions and values:
a. 
Physical site protection of the remaining wetland boundaries and buffer.
b. 
Proof of establishment of a covenant or other approved legal mechanism for the remaining wetlands and buffers on the development project site (if any) and a legal site protection mechanism for the compensatory mitigation areas.
13. 
Maintenance and Contingency Plans. The need for activities such as inspecting irrigation systems, replacing plants, weeding, preventing or managing herbivory, removing trash, and controlling erosion (and the funding to conduct them) should be anticipated based on the site characteristics, level of public access to the mitigation site, and typical uses of adjacent areas. Frequency of the activities may change through the monitoring period, so maintenance plans should be written with room for flexibility. Contingency plans contain corrective measures that will be taken if monitoring indicates that performance standards are not being met.
a. 
Maintenance schedule for each activity. Include a description of and reason for each maintenance activity planned.
b. 
Contingency Plan.
i. 
Description of initiating procedures. If a performance standard is not met within the time specified in the mitigation plan the permittee will be required to complete the activities in the following list:
(a) 
An analysis of the causes of failure;
(b) 
Description of the proposed corrective actions;
(c) 
Time frame for implementing these actions.
ii. 
Description of a Contingency Fund. A contingency fund should be established for use if any corrective actions are necessary. The description should include what funds will be available for planning, implementing and monitoring any contingency procedures that may be required to achieve the mitigation goals. Generally, the fund amount should equal twenty percent of the total cost of mitigation associated with the project.
iii. 
Responsible parties.
14. 
Implementation Schedule.
a. 
Construction sequence and time schedule for project start, grading, water diversions, plantings, completion, etc. The applicant must work with the department to develop an agreed construction schedule for the mitigation project. Delays in implementing the construction of the mitigation site may result in an increase in the mitigation required and enforcement actions.
b. 
Completion. Acknowledgment that the wetland specialist will submit an as-built report to the department for review and acceptance.
15. 
Permit Conditions. Any compensation project prepared pursuant to this section and approved by the department shall become part of the application for the permit. The department will require an additional growing season year for approval of the mitigation plan unless the applicant requests an inspection for final monitoring year during the final monitoring year assessment.
16. 
Performance Bonds and Demonstration of Competence. A demonstration of financial resources, administrative, supervisory, and technical competence and scientific expertise of sufficient standing to successfully execute the compensation project shall be provided. A compensation project manager shall be named, and the qualifications of each team member involved in preparing the mitigation plan and implementing and supervising the project shall be provided, including educational background and areas of expertise, training and experience with comparable projects. A performance bond, assignment of savings, or other like security will be required by the department in an amount necessary to provide for future site monitoring and possible corrective action required for compensatory mitigation projects. Typically, this amount is one and one-half times the estimated cost of mitigation. Once the project is completed and a maintenance bond is established, the performance bond will be released. The maintenance bond, as determined by the wetland specialist, will be released upon success of the project, as determined by the metrics in the mitigation plan, and no earlier than five years and up to ten years after completion of the mitigation project unless mitigation success is demonstrated through two consecutive monitoring reports. If the approved mitigation is not completed or fails to meet its success standards, the property owner must agree to a property access release form, with forfeiture of funds after the specified monitoring period.
17. 
Waiver. The department may waive portions of a wetland mitigation report if there is adequate information available on the site to determine its impacts and appropriate measures.
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 617 (2022) § 36, 2022; Ord. 633 (2024) § 5 (App.), 2024)
A. 
A HMP is a site investigation report to evaluate the potential presence or absence of a regulated fish or wildlife species or habitat affecting a subject property and proposed development. This report shall identify how development impacts to fish and wildlife habitat from a proposed project will be mitigated. The current WDFW Priority Habitats and Species (PHS) Management Recommendations, and any applicable species and/or habitat-specific management regulations approved by WDFW, may serve as guidance for this report.
B. 
The HMP shall contain a map prepared at an easily readable scale, showing:
1. 
The location of the proposed development site;
2. 
The relationship of the site to surrounding topographic, water, and cultural features;
3. 
Proposed building locations and arrangements;
4. 
All fish and wildlife habitat conservation areas, inclusive of any standard or proposed buffer widths and building setbacks;
5. 
The locations of any significant trees, per Chapters 19.200 and 19.300;
6. 
A legend that includes a complete legal description, acreage of the parcel, scale, north arrow, and date of map revision; and
7. 
Identification of any species of local importance, priority species, priority habitats 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. A WDFW PHS database search that is no older than one year from the project submittal shall be included.
C. 
The habitat management plan shall also contain a report which describes:
1. 
The nature and intensity of the proposed development;
2. 
An analysis of the existing species, habitats, ecological quality, and functions and values. This includes but is not limited to a detailed description of vegetation on and adjacent to the project area and its associated buffer, and 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;
3. 
An analysis of the effect of the proposed development, activity or land use change upon the existing species, habitats, and ecological functions and values; and
4. 
A discussion on how the applicant proposes to avoid, minimize and mitigate any adverse impacts to fish and wildlife habitats created by the proposed development. (See Sections 19.700.710 and 19.700.715, wetland report/wetland mitigation plan requirements.) In all cases, mitigation sequencing shall be demonstrated per Section 19.100.155(D). When compensatory mitigation is necessary, a mitigation plan shall be provided that ensures no net loss of ecological functions and must meet the following requirements:
a. 
Mitigation sites must be located to preserve or achieve contiguous wildlife habitat corridors to minimize the isolating effects of development on habitat areas;
b. 
The mitigation of aquatic habitat shall be located within the same aquatic ecosystem as the area disturbed; and
c. 
The mitigation plan shall include standards for ongoing management practices that will protect habitat after the project site has been developed, including consistency with Section 19.300.315(A)(7).
5. 
When necessary per this title, the HMP shall also include:
a. 
An analysis of how the remaining buffer will be enhanced to meet full buffer function. Any functions that are diminished or lost will be required to be mitigated with in-kind enhancements to the greatest extent feasible. Out-of-kind mitigation will be considered on a case-by-case basis.
b. 
An analysis based on site specific conditions and project features that greater protection than standard buffers are necessary to preserve riparian functions and protected species.
c. 
Discussion of identified significant trees to be retained per Section 19.300.315(A)(5)(e).
6. 
Site Protection. The mitigation area and any associated buffer shall be protected by a legal mechanism such as a critical area tract or a conservation easement. The department may approve another legal and administrative mechanism if it is determined to be adequate to protect the site. The following shall be required to demonstrate compliance and ensure adequate protection of the fish and wildlife habitat conservation area functions and values:
a. 
Physical site protection of the remaining fish and wildlife habitat conservation area boundaries and buffer.
b. 
Proof of establishment of a covenant or other approved legal mechanism for the remaining fish and wildlife habitat conservation area and buffers on the development project site (if any) and a legal site protection mechanism for the compensatory mitigation areas.
7. 
A HMP shall be prepared by a fish or wildlife biologist, as defined at Sections 19.150.320 and 19.150.690. For proposed single-family dwelling construction, the department may complete the plan as resources and qualifications of staff allow. Fees may be collected for this plan as specified in Title 21.
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 633 (2024) § 5 (App.), 2024)
Whenever development is proposed in a potentially geologically hazardous area or shoreline setback as defined in Chapters 19.300 and 19.400, or when the department determines that additional soils and slope analysis is appropriate on a particular site, the applicant is required to submit a geological assessment. This assessment may be in the form of a letter, a geological report, or geotechnical report, as determined in Chapter 19.400. These assessments evaluate the surface and subsurface soil conditions on the site.
A. 
Qualifications.
1. 
Geotechnical reports shall be prepared by a geotechnical engineer (defined at Section 19.150.365).
2. 
Geological reports or letters may be prepared by a licensed geologist (Section 19.150.360) or geotechnical engineer (Section 19.150.365).
B. 
General Provisions. Report recommendations for earthwork, clearing or siting structures in geologically hazardous areas shall be based on existing site conditions rather than measures that have not yet been successfully approved, designed, or constructed (e.g., slope recontouring, slope retaining walls, vegetation improvements, bulkheads, etc.). Shoreline bulkheads and retaining walls may only be utilized as an engineering solution where it can be demonstrated that:
1. 
An existing residential structure or other permitted existing public or private structures or public facilities such as roads or highways cannot be safely maintained without such measures;
2. 
Other nonstructural methods of beach stabilization have been considered and determined infeasible; and
3. 
The resulting stabilization structure is the minimum necessary to provide stability for the existing structure and appurtenances.
Minor repair activities on existing permitted structures (i.e., those that do not involve design modifications, changes in structure location, and/or demolition or abandonment of failed structure and replacement with new structure) are not subject to the following project submittal standards.
C. 
Geological Report Submittal Standards. A geological report is required for site development proposals that involve development activity or the installation of structures within a geologically hazardous area or shoreline setback, or as otherwise required pursuant to Chapters 19.300 and 19.400, but do not involve or require engineering design recommendations. The following minimum information is required:
1. 
Site information regarding the Kitsap County shoreline environment designation and critical areas designations that affect site features;
2. 
Description of surface and subsurface conditions, including ground materials, vegetation, surface drainage, groundwater, and a preliminary geologic hazard assessment which includes the locations of structures and the identification of the slope and/or coastal processes occurring at the site and factors that contribute to them;
3. 
Review of available site information, literature, and mapping;
4. 
Detailed description of slope and other topographic features;
5. 
A site plan depicting top or toe of slope and any required buffers and/or setbacks; and
6. 
Conceptual siting of structures and general recommendations, which include methods and practices that avoid and/or reduce slope and shore impacts. Minimum recommendations should include upland and slope drainage control, groundwater control, site vegetation management, and erosion control.
D. 
Geotechnical Report Submittal Standards. A geotechnical report is required when the department or a geological report determines that a site development proposal requires additional site information such as engineering design recommendations, slope stability analysis, subsurface exploration and testing, coastal process analyses, or construction recommendations. Depending on the level of activity proposed, the report will either be a more limited geotechnical slope evaluation report or a full geotechnical design investigation report as described below.
1. 
Geotechnical Slope Evaluation Report. A geotechnical slope evaluation report is required when slope stability analyses are confined to addressing only existing surface and/or drainage conditions, including the relationship of natural and constructed slope features to proposed changes in environmental conditions such as drainage, vegetation removal and slope geometry. The following minimum information is required:
a. 
All the information required under subsection (C) of this section (geological report);
b. 
Subsurface data, exploration logs, and testing data, when required by the geotechnical engineer;
c. 
Estimated (or surveyed) site plan with ground surface profiles and typical cross-sections;
d. 
Relative location of ordinary high water (OHW) on the surface profile and cross-sections, which includes mean higher high water (MHHW) for the site location, where applicable;
e. 
Soil strength parameters;
f. 
Stability analysis of existing site;
g. 
Analysis of the relationship of vegetation and slope stability; and
h. 
Conceptual site development plans and cross-sections.
2. 
Geotechnical Design Investigation Report. A geotechnical design investigation report is required for site development activities that propose design and construction measures at the slope crest, face and/or toe. If a designed structure does not impact slope stability or coastal processes, the report will not be required to perform all items listed under this section, as long as each item is addressed and the report details why a particular item does not apply. The report shall include all items considered necessary by the engineer to fully address the engineering design requirements of the site. The following minimum information is required:
a. 
All the information required under subsection (D)(1) of this section (Geotechnical Slope Evaluation Report);
b. 
Geotechnical requirements and measures to reduce risks;
c. 
Geotechnical criteria used for any designs including all critical dimensions, lateral earth pressures, soil bearing pressures, location and limits of structures on or near the slope, maximum constructed slope angles, minimum soil reinforcement embedment, soil compaction requirements, and structure heights;
d. 
Temporary construction slope stability recommendations and analysis of proposed final site stability measures;
e. 
Required construction specifications and construction monitoring procedures;
f. 
Revegetation and surface and groundwater management requirements;
g. 
Evaluation of erosion potential, recommendations for erosion avoidance and any proposed mitigation measures;
h. 
Detailed tabulation of all basic geotechnical engineering test results pertinent to design and construction, and when required for clarification, detailed examples of tests conducted for the project; and
i. 
Information outlined in the geotechnical design investigation report site evaluation checklist (see subsection (F) of this section).
E. 
Additional Requirements for Sites in Geologically Hazardous Areas. When a project site is located within a landslide-prone geologically hazardous area, as classified in Section 19.400.415, the following additional project submittal requirements shall apply:
1. 
Erosion Control Information. An evaluation of the erosion potential on the site during and after construction is required. The evaluation shall include recommendations for mitigation, including retention of vegetative buffers and a revegetation program. The geotechnical engineer shall provide a statement identifying buffer areas at the top or toe of a slope based on geotechnical site constraints and the impacts of proposed construction methods on the erosion potential of the slope.
2. 
Seismic Information. The geotechnical engineer shall submit a statement that the design criteria consider the one-in-one-hundred-year seismic event (an earthquake ground motion that has a forty percent probability of exceedance in fifty years). Calculations of soil bearing capacity, general soil stability, and wall lateral earth pressures shall be adjusted to reflect a one-in-one-hundred-year seismic event and the structural plans for the project shall be reviewed by the geotechnical engineer for consistency with these design criteria.
Analysis for the one-in-one-hundred-year seismic event shall be based on a near-crustal event having an assumed magnitude of 6.5 and occurring directly below the site. Based on regional studies performed by others, the department will allow the use of the following minimum general values of horizontal peak ground accelerations for this event:
a = 0.2g for fill, alluvial soils
a = 0.17g for till, firm glaciated soils
a = 0.15g for rock.
The appropriateness of the above accelerations shall be confirmed by the geotechnical engineer based on the actual site characteristics. Reduction in the above values may be considered when supported by the appropriate analytical evidence. Slope stability, lateral pressures, and liquefaction of the site shall be assessed by using subsurface soil, rock and groundwater conditions, as well as the seismic parameters discussed above.
3. 
Recommendations on Relative Site Stability. The geotechnical engineer shall make recommendations as to which portions of the site are the least prone to instability and the preferred location of the structure. The limits of any area proposed for grading activity shall be identified.
4. 
Construction Season Limitation. In general, no excavation will be permitted in landslide-prone geologically hazardous areas during the typically wet winter months. When excavation is proposed, including the maintenance of open temporary slopes, between October 1st and April 30th, technical analysis shall be provided to ensure that no environmental harm, threat to adjacent properties, or safety issues would result. In addition, recommendations for temporary erosion control and shoring/mitigating measures shall be provided. The technical analysis shall consist of plans showing mitigation techniques and a technical memorandum from the geotechnical engineer.
5. 
Revisions to Geotechnical Report. Further recommendations shall be provided by the geotechnical engineer should there be additions or exceptions to the original recommendations based on the plans, site conditions, or other supporting data. If the geotechnical engineer who revises the plans and specifications is not the same engineer who prepared the geotechnical report, the new engineer shall, in a letter to the department, express his or her agreement or disagreement with the recommendations in the geotechnical report and state whether the plans and specifications conform to his or her recommendations.
6. 
Plan and Specification Review. The geotechnical engineer shall submit a statement that, in his or her judgment, the plans and specifications (if prepared by others) conform to the recommendations in the geotechnical report and that all portions of the site which are disturbed or impacted by the proposed development have appropriate measures or specifications that permit construction to occur while addressing slope stability so that the work does not create additional risk. The statement shall also indicate whether or not a relative gain in slope stability will be achieved after construction is complete.
7. 
Construction Inspection. A final inspection report shall be provided by the geotechnical engineer stating that construction has or has not implemented the design recommendations of the geotechnical report, and evaluating any deviation from the design recommendations.
F. 
Geotechnical Design Investigation Report – Site Evaluation Checklist. The following are general report guidelines for geotechnical design investigation reports. The following guidelines are not intended to be all-inclusive. It is the responsibility of the geotechnical engineer to address all factors which in their opinion are relevant to the site. The checklist information shall be included as part of the geotechnical design investigation report. All items listed below must be addressed in the report. Information shall be provided for those items which are not relevant to a given site to demonstrate why the items are not applicable.
1. 
Project information:
a. 
Site owner name;
b. 
Project proponent name;
c. 
Shoreline environment designation (where applicable); and
d. 
Critical areas ordinance (CAO) designations affecting site features.
2. 
Project description:
a. 
Description of proposed structures, site improvements, and adverse impact avoidance and reduction methods.
b. 
Location and total area of the construction zone.
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 633 (2024) § 5 (App.), 2024)
The report shall address the impact the proposed land use will have on both the quality and quantity of the water transmitted to the aquifer.
A. 
The report shall be submitted to the department and shall address, at a minimum, the following criteria:
1. 
Surficial soil type and geologic setting;
2. 
Location and identification of wells within one thousand feet of the site;
3. 
Location and identification of surface water bodies and springs within one thousand feet of the site with recharge potential;
4. 
Description of underlying aquifers and aquitards, including water level, gradients and flow direction;
5. 
Available surface water and groundwater quality and quantity data;
6. 
Effects of the proposed development on water quality;
7. 
Sampling schedules required to assure water quality;
8. 
Discussion of the effects of the proposed development on the groundwater resource;
9. 
Cross reference the storm drainage report to determine potential reduction in the annual volume of water infiltration on site due to the proposed development;
10. 
Recommendations on appropriate BMPs (best management practices) or mitigation to assure no significant degradation of groundwater quality or quantity;
11. 
Other information as required by Kitsap public health; and
12. 
The report shall also address the types of pesticides, herbicides and fertilizers that can safely be used for the care of landscaping proposed by the applicant.
B. 
The hydrogeologic report shall be prepared by a professional geologist/hydrologist or by a soil scientist with a strong background in geology (see Section 19.150.410).
C. 
Applications for development or operations with underground storage of petroleum products will be processed using the appropriate procedure as specified in existing Kitsap County ordinances.
D. 
Analysis for a specific parcel(s), using the criteria outlined below, will be employed to confirm if the soils present require a recharge area designation. Data collection will include, at a minimum, six soil logs to a depth of ten feet (or to a depth four feet below the lowest proposed excavation point whichever is greater) for each acre in the parcel(s) being evaluated. At least one well, two hundred feet or greater in depth with an adequate drilling report, must be available within one mile. The associated data shall be analyzed and included in the hydrogeologic report to determine the presence of highly permeable soils with the recharge area designation.
For development proposals within aquifer recharge areas of concern, the hydrogeological report may be based on a quarter-quarter section basis where the number of wells within a half-mile radius is thirty-six or more. To facilitate computer analysis, the evaluation may be done on a quarter-quarter section basis using the quarter-quarter section in which a parcel of interest is located and all the surrounding quarter-quarter sections, in place of the half-mile circle.
(Ord. 351 (2005) § 36 (part), 2005; Ord. 545 (2017) § 5 (Appx. (part)), 2017; Ord. 633 (2024) § 5 (App.), 2024)