10/26/2020 - PacketCity of Port Orchard
Economic Development and Tourism Committee
October 26, 2020 at 8:00 am
Remote access only
Zoom Link: https://us02web.zoom.us/j/83027576979
Meeting ID: 830 2757 6979
Dial-in: 1 253 215 8782
AGENDA
1. Business Community Discussion
2. Update: South Kitsap Community Events Center (Bond)
3. Update: Downtown-County Campus Subarea Plan (Bond)
4. Discussion: Use of Public Space During Covid-19 (Putaansuu/Dorsey)
5. Discussion: Shoreline Master Program Update; Draft SMP and POMC Revisions
Addressing Sea Level Rise (Bond)
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Permit Center
Office located at 7zo prospect Street
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Port Orchard, WA 98366(360) 874-5533 . permitcenter@cityoftortorchard.us
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Permit Center
Of6ce located at 7zo Prospect Street
Mailing address: z16 Prospect Street
Port Orchard, WA 98866
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1
2021 SHORELINE MASTER PROGRAM PERIODIC UPDATE
ISSUE: POTENTIAL SEA LEVEL RISE
DRAFT PROPOSED POLICY AND CODE REVISIONS
SHOWN AS RED UNDERLINE, BLACK STRIKEOUT, PER SECTION EXCERPT
Explanations for changes are listed in italic blue before each change
Date: October 22, 2020
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New SMP Definitions:
100 Year Coastal Flood Elevation means the elevation in feet of the area which has a one percent
chance or greater of being flooded in any given year.
100 Year Coastal Flood Hazard Area means an area which has a one percent chance or greater of being
flooded in any given year.
Channel Migration Zone means an area in a floodplain where a stream or river channel can be
expected to move naturally over time in response to gravity and topography.
Freeboard means the difference between the height of a shoreline armor structure and the water
depth at the seaward toe of the structure.
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1. Consultant Recommendation: Coastal High Hazard Designation for City’s Marine Shoreline
“It is recommended that all the City’s marine shoreline be designated a coastal high hazard area due to
the frequency and spatial extent of coastal flooding, the abundance of nearshore fill, and the risk of
tsunamis. Coastal flooding will increase in frequency over a relatively short period of time with
additional implications associated with mass wasting, coastal roads, and other heavily utilized public
areas. The mapping developed for this effort does not include flooding from stormwater. Recent
research has documented the projected increase in the frequency of 100-year floods. In Seattle, with 1.6
feet of SLR the 10 percent 1 percent and 0.2 percent annual chance of floods are expected to recur 108,
335, and 814 times as often (Buchanan et al. 2017).
“According to (POMC) 20.170, “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”. Current and past flood
mapping of the City of Port Orchard is largely mapped as A (or AE in the past (2010) mapping method),
which does not qualify as a high coastal hazard area. Code language currently includes the V-zone for
coastal high hazard areas, which is not mapped anywhere within the City, and is therefore irrelevant.
“The spatial extent of nearshore fill also contributes to the recommendation to consider all shores
coastal high hazards areas in Port Orchard. Although there is not substantial wave energy in Sinclair
2
Inlet, shorter frequency waves can do considerable damage when sustained over longer duration,
particularly in flooded areas.
“The threat of wave action from tsunamis contributes to the recommended coastal hazard status of the
Port Orchard shoreline. According to the Washington Department of Geology and Earth Resources,
much of the City of Port Orchard’s downtown shore is considered to be within areas mapped as having
“High Liquefaction Susceptibility” due to the extent of nearshore fill (Figure 9). The Seattle-fault zone
earthquake that occurred in 900-930 resulted in at least 9.8 feet (3 meters) of uplift near Gorst, located
at the head of Sinclair Inlet (Arcos 2012). Tsunami and debris flow deposits in the salt marsh sediment
at Gorst further document this historical occurrence of tsunamis from a large Seattle fault earthquake
in Sinclair inlet. Arcos (2012) confirmed paleotsunami modeling of a Seattle fault earthquake by
Koshimura et al. (2002). Model results showed that a tsunami wave measuring up to 13.1 feet (4
meters) in height would develop in Sinclair Inlet (Figure 10), which had some of the largest tsunami
wave heights resulting from a Seattle fault earthquake in the Puget Sound region.”
(1) Proposed Code Revision: POMC 20.170.110 – Flood Damage Prevention
(7) Coastal High Hazard Area: means Port Orchard’s marine shoreline, including: Sinclair Inlet
and associated submerged lands and tidelands; shorelands extending landward for two
hundred feet in all directions as measured on a horizontal plane from the ordinary high water
mark of Sinclair Inlet; and the floodway and contiguous floodplain areas landward two hundred
feet of such floodways associated with the tidal estuary portion of Blackjack Creek. 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.
(2) Proposed Code Revision: POMC 20.170.360 – Coastal High Hazard Areas
Located within areas of special flood hazard established in POMC 20.170.060 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 coastal high hazard areas zones V1-30
and VE (V if base flood elevation data is available) on the community’s FIRMshall be elevated on
pilings and columns so that:
(a) 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; and
(b) 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 any given year (100-year mean recurrence
interval).
3
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 subsections (1)(a) and (b) of this section.
(2) Obtain 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 coastal high hazard areas zones V1-30, VE, and V on the community’s
FIRM and whether or not such structures contain a basement. The city shall maintain a record
of all such information.
(3) All new construction within coastal high hazard areas zones V1-30, VE, and V on the
community’s FIRM shall be located landward of the reach of mean high tide.
(4) Provide that all new construction and substantial improvements within coastal high hazard
areas zones V1-30, VE, and V on the community’s FIRMhave the space below the lowest floor
either free of obstruction or constructed with nonsupporting breakaway walls, open wood
lattice-work, 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 design proposed meets
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 usable solely for parking of
vehicles, building access, or storage. Such space shall not be used for human habitation.
(5) Prohibit the use of fill for structural support of buildings within coastal high hazard areas
zones V1-30, VE, and V on the community’s FIRM.
(6) Prohibit manmade alteration of sand dunes within coastal high hazard areas zones V1-30,
VE, and V on the community’s FIRMwhich would increase potential flood damage.
4
(7) All manufactured homes to be placed or substantially improved within coastal high hazard
areas zones V1-30, V, and VE on the community’s FIRM on sites:
(a) Outside of a manufactured home park or subdivision;
(b) In a new 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 (1) through (6) of this section, and manufactured
homes placed or substantially improved on other sites in an existing manufactured home park
or subdivision within coastal high hazard areas zones V1-30, V, and VE on the FIRM shall meet
the requirements of POMC 20.170.330.
(8) Recreational vehicles placed on sites within coastal high hazard areas zones V1-30, V, and VE
on the community’s FIRM shall either:
(a) Be on the site for fewer than 180 consecutive days; or
(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 POMC 20.170.120, Development permit required, and
subsections (1) through (6) of this section.
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2. Consultant Recommendation: Formally Adopt 2017 Flood Insurance Rate Mapping (FIRM)
“Coastal flooding in the City of Port Orchard is an existing problem that will continue to get worse with
sea level rise. Existing flood regulations (POMC) 20.170.060 referenced “The Flood Insurance Study for
the Kitsap County, Washington and Incorporated Areas,” dated November 4, 2010. The (POMC) adopts
the Federal Emergency Management Agency 2010 and any revisions thereto. The new FIRM developed
in 2017 is therefore technically adopted but the updated mapping should be explicitly referenced and
related base flood elevations for added clarity.”
Proposed Code Revision: POMC 20.170.060 Basis for establishing the areas of special flood
hazard.
The areas of special flood hazard identified by the National Flood Insurance Program (NFIP)
Federal Insurance Administration in a scientific and engineering report entitled “The Flood
5
Insurance Study for the Kitsap County, Washington and Incorporated Areas,” dated February 3,
2017 November 4, 2010, and any revisions thereto, with accompanying flood insurance maps, is
adopted by reference and declared to be a part of this chapter. The best available information
for flood hazard area identification as outlined in POMC 20.170.170 shall be the basis for new
regulation until a new FIRM is issued that incorporates data utilized under POMC 20.170.170.
The most current NFIP flood insurance study and flood insurance maps are is on file at the city
clerk’s office: 216 Prospect Street, Port Orchard, WA 98366.
(Also see proposed SMP-GP-20 and SMP-GP-21 below.)
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3. Consultant Recommendation: Revise Coastal Flood Hazard Regulations
“Much of the current 100-year flood hazard areas intersect with areas with existing development and areas proposed for redevelopment. These primarily occur in Urban Conservancy and High Intensity
shoreline environmental designations. Code revisions should address reducing known flood hazards,
including the following:
“6.4 Flood Hazard Reduction. Removing, moving, elevating and building at new, higher elevations should augment the existing language in section 6.4 – Flood Hazard Reduction. Adding freeboard to existing shore armor, in areas that are frequently flooded landward of shore armor.”
(1) Proposed Code Revision: SMP Section 6.4 Flood Hazard Reduction Management Policies
SMP-GP-14 Discourage future non-water-dependent development, including redevelopment
and expansion of existing non-water-dependent development, in areas lying at or below the
100 year coastal flood elevation, flood-prone areas consistent with the City’s flood damage
prevention regulations (POMC Title 20). unless flood hazard is reduced by removing, moving,
elevating, and/or building structures at new, higher elevations. Flood hazard reduction may also
include adding freeboard to existing shore armor in areas that are frequently flooded (i.e.
within a 100-year coastal flood hazard area) landward of existing shore armor, in compliance
with FEMA requirements for coastal flood protection structures.
SMP-GP-16 When feasible, give preference to nonstructural flood hazard reduction measures
over structural measures, except that in areas that are frequently flooded (i.e. within a 100-
year coastal flood hazard area) landward of existing shore armor, hazard reduction measures
may include adding freeboard to existing shore armor.
SMP-GP-17 Ensure Intend to the greatest extent means feasible that flood hazard protection
measures do not result in a net loss of ecological functions.
SMP-GP-18 The creation of new lots or tracts that would be located entirely within a the 100-
year floodplain coastal flood hazard area should not be allowedshould be discouraged, unless
the intent of the subdivision is for the lot or tract to remain undeveloped for the purposes of
ecological restoration and/or development setback, consistent with the City’s flood damage
prevention and subdivision regulations (POMC Title 20) and other provisions of this Plan
addressing mitigation and restoration.
6
SMP-GP-20 The City shall create and maintain for public reference and planning purposes a
coastal flood hazard map which shows the City’s base 100 year coastal flood elevation areas at
the time of map creation, and includes a future projection of any additional areas which have at
least a 50% probability of being flooded within 20 years. This map shall be based on best
available science provided by the State of Washington and shall be updated, at minimum, with
each required periodic and comprehensive update of the City’s shoreline master program.
SMP-GP-21 For each required periodic and comprehensive update to the City’s shoreline
master program, the City shall evaluate the program’s coastal flood hazard reduction policies
and development regulations, and coastal flood hazard map, and shall revise them according to
best available science provided by the State of Washington.
Development Regulations
G-DR-12 New or expanded development or uses in the shoreline zone, including the subdivision
of land, that would require structural flood control works within a 100 year coastal flood hazard
area, a stream, a channel migration zone and/or a floodway are prohibited.
(2) Proposed Code Revision: Shoreline Master Program Appendix E
E. Redevelopment Within a Shoreline Buffer
1. Within a shoreline buffer, redevelopment of an existing non-water-dependent, legal
conforming or nonconforming building or portion of such building, may be allowed subject to the
following:
f. Redevelopment within a shoreline buffer is not allowed in areas of special flood hazards as
established according to defined in POMC Section 20.170.060 15.38.110, or in geologically
hazardous areas as defined in POMC Section 20.162.04415.38.020.
------------------------------------------------------------------------------------------------------------------------------
4. Consultant Recommendation: Additions to Appendix E of the SMP (Mitigation and Restoration
for Redevelopment Activities in the High Intensity Shoreline Environment Designation)
“Consider adding more of the pollution abatement functions of marine riparian areas (vegetation), particularly along paved parking lots adjacent to the marine shoreline.”
Proposed Code Revision: SMP Section 6.6 Shoreline Vegetation Conservation and Restoration
New Development Regulations:
G-DR-36 The City shall require, where feasible, restoration of native shoreline and aquatic
vegetation in mitigation and restoration plans and in stormwater management for
redevelopment activities within the shoreline area.
7
G-DR-37 Redevelopment activities in the High Intensity (HI) shoreline environment designation
shall comply with the shoreline vegetation conservation and restoration requirements of
Appendix E of this plan, in addition to any other applicable City requirements and regulations.
-------------------------------------------------------------------------------------------------------------------------------
5. Consultant Recommendation: “Consider evaluating all locations in which there are known
contaminated sediments that are within coastal flooding areas and develop a long-term plan to
address those in need of attention.”
Proposed Code Addition: SMP Chapter 6 General Policies and Regulations
6.4 Flood Hazard Reduction
Management Policies
SMP-GP-22 The City should map all shoreline locations in which there are known contaminated
sediments, and develop a long-term plan to evaluate and address those in need of attention
due to risk of mobilization due to coastal flooding.
Development Regulations
G-DR-13 As part of the City’s shoreline permit application review process, all proposed
development and redevelopment activities in the City’s shoreline requiring a permit shall
determine and disclose whether any sediment material on the development site, including fill,
is contaminated and requires remediation to prevent spread of contamination through
mobilization due to coastal flooding events. This requirement applies whether or not the
contaminated area on the site will be disturbed as part of the development process. If
contaminated sediment at risk of mobilization is determined to be present, the City shall
require a remediation plan as a condition of shoreline permit approval. The City may require
independent review at the applicant’s expense of findings and recommendations regarding
contamination and remediation, by a hydrologist, geologist, engineer or other qualified
professional.
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6. Consultant Recommendation: “Create standards for sea level rise for the downtown waterfront
redevelopment based on design lifetimes and offering leadership for other small coastal cities.”
Proposed Code Addition: SMP Chapter 6 General Policies and Regulations
(New Section) 6.7 Sea Level Rise and Coastal High Hazards.
Management Policies
SMP-GP-38 The City should create specific development and design standards for the
downtown shoreline that address issues related to coastal high hazards and future sea level
rise, including but not limited to: coastal flooding, earthquake liquefaction and tsunami risk,
8
saltwater intrusion, mobilization of contaminated sediments, and impacts to geologic hazard
areas.
Development Regulations
G-DR-39 During each periodic review of the City’s shoreline master program, the City will
evaluate its development and design standards and revise them as needed for the downtown
shoreline to protect against risks from sea level rise and coastal high hazards including but not
limited to: coastal flooding, earthquake liquefaction and tsunami risk, saltwater intrusion,
mobilization of contaminated sediments, and impacts to geologic hazard areas.
City of Port Orchard
Date
Submitted Permit Number Permit Type Description Site Address Project Name
09/02/2020 20-364 Commercial Tenant Improvement 100 BETHEL AVE WATERMAN MITIGATION PARTNERS C-TI
09/02/2020 20-366 Tenant Certificate of Occupancy 740 BAY ST HANDMADE WITH LOVE C OF O
09/03/2020 20-368 Commercial Tenant Improvement 1341 BAY ST, SUITE 110 KITSAP MENTAL HEALTH SERVICES C-TI
09/04/2020 LU20-SH EXEMPT-08 Shoreline Exemption 100 BETHEL AVE 100 BETHEL AVE
09/08/2020 20-373 Commercial Re-Roof, Repairs 2253 BETHEL AVE REROOF JIFFY LUBE
09/09/2020 20-375 Multi-family dwellings: Three or more units, triplex or above; includes apts, condos, townhomes 411 SW HAYWORTH DR SINCLAIR APARTMENTS PHASE II BLDG A
09/09/2020 20-376 Multi-family dwellings: Three or more units, triplex or above; includes apts, condos, townhomes 421 SW HAYWORTH DR SINCLAIR APARTMENTS PHASE II BLDG B
09/09/2020 20-377 Multi-family dwellings: Three or more units, triplex or above; includes apts, condos, townhomes 431 SW HAYWORTH DR SINCLAIR APARTMENTS PHASE II BLDG C
09/09/2020 20-378 Commercial Miscellaneous 401 SW HAYWORTH DR SINCLAIR APARTMENTS PHASE II TRASH COMPACTOR ENCLOSURE
09/08/2020 LU20-MASTER SIGN PLAN-01 Master Sign Plan Permit **NO SITUS ADDRESS **SINCLAIR APARTMENTS PHASE II
09/08/2020 LU20-VAR ADMIN-04 Administrative Variance **NO SITUS ADDRESS **SINCLAIR APARTMENTS PHASE II
09/10/2020 20-382 Commercial Tenant Improvement 1894 SE SEDGWICK RD #101 ACEITUNO'S C-TI
09/08/2020 LU20-PLAT FINAL-01 Final Plat Approval.**NO SITUS ADDRESS **MCCORMICK VILLAGE
09/14/2020 20-384 Commercial Mechanical Only 280 TREMONT PL W WALK-IN COOLERS FOR PORT ORCHARD CHEVRON
09/16/2020 20-385 Zoning code compliance for signage 100 BETHEL AVE WATERMAN MITIGATION PARTNERS SIGN REFACE
09/15/2020 LU20-CUP-03 Conditional Use Permit 694 BETHEL AVE KELSIANA COFFEE SHOP
09/16/2020 20-386 Commercial Mechanical Only 280 TREMONT PL W HVAC AND TYPE 1 HOOD FOR PORT ORCHARD CHEVRON
09/21/2020 PW20-050 Street Use Permit FREDERICK AVE CLOSE STREET FOR SHOP EVENT
09/17/2020 PW20-051 Major Land Disturbing Activity Permit (Type II)SIDNEY RD SW SIDNEY ROAD APARTMENTS GRADING LDAP
09/18/2020 20-390 Commercial Plumbing Only 425 MITCHELL AVE EMERGENCY WATER LINE REPAIR
09/21/2020 20-392 Tenant Certificate of Occupancy 1700 SE MILE HILL DR #128 HIPPIE WITCH SKINCARE LLC C OF O
09/22/2020 20-393 Tenant Certificate of Occupancy 1341 BAY ST #150 & 1351 BAY ST #100 NEW LIFE CHURCH ON THE PENINSULA
09/22/2020 20-395 Tenant Certificate of Occupancy 1700 SE MILE HILL DR #278 TRINITY BODY MASSAGE C OF O
09/22/2020 20-396 Tenant Certificate of Occupancy 1341 BAY ST #120 THE GLASS BOX TROPICAL FISH C OF O
09/23/2020 20-397 Demolition Structure Removal (partial or all)321 MAPLE AVE DEMOLISH HOUSE AND SHED
09/23/2020 PW20-055 Major Land Disturbing Activity Permit (Type II)ABUTTING SW OLD CLIFTON RD AND CAMPUS PKWY McCORMICK NORTH PHASE III DIV 2 LDAP
09/23/2020 20-398 Commercial Plumbing Only 1730 POTTERY AVE, SUITE 120 PLUMBING FOR PUGET SOUND VETERINARY SPECIALTY C-TI
09/24/2020 20-399 Commercial Mechanical Only 1730 POTTERY AVE, SUITE 120 MECHANICAL FOR PUGET SOUND VETERINARY SPECIALTY C-TI
09/28/2020 20-403 Commercial Re-Roof, Repairs 1026 SIDNEY AVE REROOF GIVENS COMMUNITY CENTER
09/28/2020 20-404 Demolition Structure Removal (partial or all)5183 SIDNEY RD SW DEMOLISH ALL BUILDINGS ON SITE
09/28/2020 LU20-PLAT FINAL-02 Final Plat Approval.**NO SITUS ADDRESS **STETSON HEIGHTS
09/29/2020 20-407 Tenant Certificate of Occupancy 1700 SE MILE HILL DR, SUITE 256 OLD WORLD C OF O
09/30/2020 LU20-NONCONFORMING-02 Request to establish a legal nonconforming use or structure 550 PERRY AVE N GARAGE NON-CONFORMING SETBACK 550 PERRY AVE
09/30/2020 LU20-SH EXEMPT-09 Shoreline Exemption 550 PERRY AVE N 550 PERRY AVE N
Monthly Permit Applications
September 2020
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