HomeMy WebLinkAbout11 StreamDRSegA_2015 04 15
April 2015 │ 554‐1521‐084
Lake to Sound Trail—Segment A
Stream Discipline Report
Prepared for
King County
Parks Division
201 South Jackson, Seventh Floor
Seattle, WA 98104
Prepared by
Parametrix
719 2nd Avenue, Suite 200
Seattle, WA 98104
T. 206.394.3700 F. 1.855.542.6353
www.parametrix.com
CITATION
Parametrix. 2015. Lake to Sound Trail—Segment A
Stream Discipline Report. Prepared by Parametrix, Seattle,
Washington. April 2015.
Lake to Sound Trail—Segment A
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King County
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TABLE OF CONTENTS
1. INTRODUCTION .......................................................................................................................... 1‐1
1.1 PROJECT OVERVIEW ...................................................................................................................... 1‐1
1.2 PROJECT FEATURES ....................................................................................................................... 1‐5
1.3 PROJECT AREA AND SETTING ........................................................................................................ 1‐5
1.4 PROJECT PURPOSE AND NEED ...................................................................................................... 1‐6
2. METHODOLOGY .......................................................................................................................... 2‐1
2.1 METHODS OF ANALYSIS ................................................................................................................ 2‐1
2.2 STUDIES AND COORDINATION ...................................................................................................... 2‐1
2.2.1 Review of Existing Information ........................................................................................ 2‐1
2.2.2 Field Investigation ............................................................................................................ 2‐1
2.2.3 Regulations ....................................................................................................................... 2‐2
3. AFFECTED ENVIRONMENT........................................................................................................... 3‐1
3.1 STUDY AREA .................................................................................................................................. 3‐1
3.2 GREEN/DUWAMISH RIVER BASIN SUMMARY .............................................................................. 3‐1
3.3 GREEN RIVER ................................................................................................................................. 3‐2
3.3.1 Stream Type ..................................................................................................................... 3‐2
3.3.2 Fish Habitat ...................................................................................................................... 3‐2
3.3.3 Water Quality Conditions ................................................................................................. 3‐2
3.3.4 Biological Conditions ........................................................................................................ 3‐2
3.4 BLACK RIVER .................................................................................................................................. 3‐4
3.4.1 Stream Type ..................................................................................................................... 3‐4
3.4.2 Fish Habitat ...................................................................................................................... 3‐4
3.4.3 Water Quality Conditions ................................................................................................. 3‐4
3.4.4 Biological Conditions ........................................................................................................ 3‐5
3.5 SPECIAL STATUS SPECIES .............................................................................................................. 3‐5
4. ENVIRONMENTAL CONSEQUENCES ............................................................................................. 4‐1
4.1 CONSTRUCTION EFFECTS .............................................................................................................. 4‐1
4.1.1 Permanent Effects ............................................................................................................ 4‐1
4.1.2 Temporary Effects ............................................................................................................ 4‐2
4.2 OPERATIONAL EFFECTS ................................................................................................................. 4‐2
5. MITIGATION ............................................................................................................................... 5‐1
5.1 AVOIDANCE AND MINIMIZATION MEASURES .............................................................................. 5‐1
5.2 RESTORATION OF TEMPORARY EFFECTS ...................................................................................... 5‐1
5.3 COMPENSATORY MITIGATION ...................................................................................................... 5‐2
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TABLE OF CONTENTS (CONTINUED)
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6. REFERENCES ............................................................................................................................... 6‐1
LIST OF FIGURES
1‐1 Vicinity Map ............................................................................................................................... 1‐3
4‐1 Stream Buffer Impacts ............................................................................................................... 4‐5
APPENDICES
A Site Photographs
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ACRONYMS
AASHTO American Association of State Highway and Transportation Officials
BMP best management practice
BNSF Burlington Northern Santa Fe
Corps U.S. Army Corps of Engineers
CWA Clean Water Act
DBH diameter at breast height
Ecology Washington State Department of Ecology
ESA Endangered Species Act
FEMA Federal Emergency Management Agency
FHWA Federal Highway Administration
HPA Hydraulic Project Approval
LWD large woody debris
OHWM ordinary high water mark
NEPA National Environmental Policy Act
PHS Priority Habitats and Species
RM river mile
SMP Shoreline Master Program
TESC temporary erosion and sediment control
WDFW Washington Department of Fish and Wildlife
WDNR Washington Department of Natural Resources
WRIA Water Resource Inventory Area
WSDOT Washington State Department of Transportation
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1. INTRODUCTION
This discipline report is intended to provide information in support of the Washington State Department
of Transportation (WSDOT) Environmental Classification Summary form for the National Environmental
Policy Act (NEPA) Documented Categorical Exclusion process, assist project planning, and facilitate
permitting. This report describes streams and aquatic resources in the area of a proposed 1.2‐mile non‐
motorized trail, which includes two fish‐bearing streams. This report also evaluates potential impacts to
streams and stream buffers from the proposed project, and presents avoidance and minimization
measures included in the project design and conceptual mitigation for unavoidable impacts.
1.1 Project Overview
King County, together with the Cities of Renton and Tukwila, WSDOT, and the Federal Highway
Administration (FHWA), is proposing to develop a 1.2‐mile segment of what would ultimately be the 16
mile Lake to Sound Trail. The 1.2‐mile segment is referred to as Segment A of the Lake to Sound Trail.
Segment A extends from Naches Avenue SW, runs parallel to the railroad tracks north of the Black River
Riparian Forest, across a proposed non‐motorized pedestrian bridge northeast of Monster Road and
under two railroad bridges to the Green River Trail at the north end of the Starfire Sports Complex in
Fort Dent Park (Figure 1‐1).
Segment A, as well as the longer Lake to Sound Trail, would be part of a Regional Trail System that
provides non‐motorized, alternative transportation and a recreation corridor for multiple trail users,
including bicyclists, pedestrians, skaters, and others. A goal of the Lake to Sound Trail is to provide non‐
motorized transportation facilities to economically disadvantaged communities in southwest King
County that have been historically underserved by such facilities.
Once complete, Segment A would become part of a larger planned system that would serve
employment and residential centers in South King County and connect to regional trails in Seattle and
the greater Regional Trail System network. Segment A would provide a much needed trail connection
between the regional growth centers of Renton and Tukwila, and safe passage under the heavy rail lines.
In addition to the Green River Trail, Segment A would connect to the Interurban Trail to the south, and
in the future to the Cedar River Trail.
Burlington Northern Santa Fe (BNSF) RailwaySW 7th StMonster
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Black RiverPump StationBlackRiver
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ProposedRetaining Wall
Proposed Culvert
ConcreteRecyclingPlant
Proposed Rest Area
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Black RiverRiparian Forest
Fort Dent Parkand StarfireSports Complex
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Figure 1-1Vicinity Map
Project Area
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Legend:
ProposedTrail Alignment
Existing Trail
City Boundary
Railroad
Parks and WDFWPriority Habitat AreasPath: U:\PSO\Projects\Clients\1521-KingCo\554-1521-084 L2ST\99Svcs\GIS\MapDocs\March2015\Vic-8x11fig_Apr2015.mxdParametrix Sources: King County, City of Renton, WDFW 2014, WSDOT.
Lake to Sound Trail --- Segment A
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1.2 Project Features
Segment A is typically approximately 12 feet of asphalt pavement bounded by two 2‐foot‐wide
shoulders and 1‐foot‐wide clear zones, in accordance with American Association of State Highway and
Transportation Officials’ (AASHTO) guidelines. The project includes:
Constructing a 12‐foot‐wide asphalt pavement trail with soft‐surface (gravel) shoulders
Performing minor grading to construct the trail (approximately 1,410 cubic yards of cut and
2,980 cubic yards of fill, disturbing an area of approximately 0.72 acre outside the proposed trail
footprint)
Performing ground improvements, which will disturb an area of approximately 0.17 acre in
addition to other disturbances from the trail
Constructing a new non-motorized pedestrian bridge, including abutments, over the Black River,
northeast of Monster Road, which cannot be improved to safely accommodate the
envisioned trail use
Installing a pedestrian‐actuated signal crossing of Monster Road south of the bridge
Constructing an undercrossing feature beneath two railroad bridges to protect trail users from
potential falling debris
Installing one box culvert for terrestrial habitat enhancement
Building retaining walls near the south approach to Monster Road, north of the proposed
pedestrian bridge over the Black River, and on either side of the box culvert
Installing split‐rail fencing and plantings to discourage incursions into sensitive areas and to
improve visual screening for sensitive wildlife
Constructing two approximately 10‐foot by 20‐foot pull‐out rest areas (one at the northern
perimeter of the Black River Riparian Forest and one east of Monster Road and northwest of the
Black River pump station)
1.3 Project Area and Setting
The Segment A project area is a linear corridor mostly within an existing trail corridor (see Figure 1‐1).
Segment A is located in Section 13, Township 23 North, Range 4 East, Willamette Meridian. Two parallel
railroad tracks (Burlington Northern Santa Fe [BNSF] and Union Pacific) cross the western quarter of the
proposed trail corridor on elevated bridges heading north‐south. Another set of BNSF railroad tracks are
located north of the eastern three‐quarters of the proposed trail corridor with an east‐west bearing.
These tracks tie into the north‐south tracks north of the project area. East of the railroad bridges, the
proposed trail alignment is within the City of Renton; west of the railroad bridges the proposed trail
alignment is within the City of Tukwila. The project area is described from east to west below.
The east terminus is located at a cul‐de‐sac on Naches Avenue SW near an office park. The eastern
three‐quarters of the proposed trail alignment from Naches Avenue SW to the new pedestrian bridge
northeast of Monster Road (approximately 4,100 linear feet) follows an existing gravel maintenance
road south of the BNSF east‐west railroad tracks and north of the Black River, along the northern
perimeter of the Black River Riparian Forest (see the Lake to Sound Trail—Segment A: Vegetation and
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Wildlife Discipline Report [Parametrix 2015a] for a more detailed description of the Black River Riparian
Forest and the wildlife communities it supports).
The gravel maintenance road is commonly used for walking and pet exercise. The existing road surface
in most of this portion consists of compacted gravel and ranges from 10 to 12 feet wide. Areas
immediately outside the edge of the existing gravel surface generally consist of grasses, low‐growing
annual plants, blackberry thickets, and native riparian trees. Uses outside this portion of the project area
include a concrete recycling plant and an area zoned for light industrial uses just north of the railroad
tracks.
The proposed trail alignment crosses over the Black River using a proposed new non‐motorized
pedestrian bridge northeast of Monster Road Bridge, then crosses Monster Road south of the river. For
the western quarter of the proposed trail alignment, west of Monster Road, the alignment lies south of
the Black River. For the first 150 feet west of Monster Road, the alignment is on existing paved surfaces,
and then it follows a dirt footpath that joins an existing dirt road beneath the railroad bridges for 650
feet. The westernmost 600 feet of the proposed trail alignment is on maintained lawns associated with
Fort Dent Park. West of the railroad bridges, the area south of the proposed trail alignment is
dominated by Fort Dent Park and the Starfire Sports Complex. The confluence of the Black and Green
rivers is located just north of the west end of the Segment A project area. Commercial businesses are
north of the Black River and south of the trail corridor.
1.4 Project Purpose and Need
The purpose of the Segment A project is to design and construct an alternative non motorized
transportation corridor and multi‐use recreational trail between Naches Avenue SW in Renton and the
Green River Trail in Tukwila. Segment A would provide non‐motorized access to recreation and
employment centers and complete a link in the Regional Trail System network. The trail is intended to
safely accommodate a variety of groups such as bicyclists, pedestrians, runners, wheelchair users, and
skaters. Trail design standards will safely accommodate different ages and skill levels within those
groups.
Completion of Segment A would provide the following benefits:
Serve local and regional non‐motorized transportation needs and provide access to the trail for
local communities.
Help satisfy the regional need for recreational trails and provide safe recreational opportunities
to a wide variety of trail users.
Provide a critical link in the Regional Trails System.
Provide economic and health benefits to communities along the trail.
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2. METHODOLOGY
2.1 Methods of Analysis
This study is based on a review of existing information and field investigations. The goal of these efforts
was to document existing information to reflect current site conditions and to collect new information
to assess potential impacts. Potential impacts on fish and aquatic resources were calculated by
overlaying the proposed design onto the project base maps showing wetland, stream and buffer
locations. Affected areas were determined as the area of overlap of the two sets. In some areas,
multiple impact types (e.g., stream buffer and wetland buffer) were present in a single location. In this
document, all stream and riparian buffer impacts are reported, although for purposes of compensatory
mitigation, overlapping impacts were assigned based on the following hierarchy: wetland, stream
(below ordinary high water mark [OHWM]), wetland buffer, and stream buffer impacts.
2.2 Studies and Coordination
2.2.1 Review of Existing Information
Prior to conducting fieldwork, Parametrix reviewed maps and materials including, but not limited to:
Priority Habitats and Species data (Washington State Department of Fish and Wildlife [WDFW]
2015a)
Washington State Department of Natural Resources (WDNR) Natural Heritage Program database
Salmonscape database (WDFW 2015b)
A catalog of Washington streams and salmon utilization, Volume 1, Puget Sound Region
(Williams et al. 1975)
Water Resource Inventory Area (WRIA) 9 (Green/Duwamish River) Limiting Factors Analysis
(Kerwin and Nelson 2000)
2.2.2 Field Investigation
The information on streams and aquatic habitat presented within this report is based primarily on the
results of site investigations conducted by project biologists. The stream surveys characterized the
project area streams within and immediately adjacent to the project right‐of‐way. The stream
investigation involved qualitative evaluations of instream habitat features, riparian vegetation,
streambank stability, and fish passage obstructions within the study area (where right‐of‐entry allowed
access). Field investigations within the Segment A project area occurred on February 1, 2011. Selected
site photographs are presented in Appendix A.
In addition, coordination occurred with the authors of the wetland discipline report and critical area
study for this project (Parametrix 2011, 2015b), who also collected available information on ecological
resources and performed field studies.
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2.2.3 Regulations
Streams associated with the project (Green River and Black River) in the City of Tukwila (west of the
railroad bridges) are regulated under TMC 18.44, while in the City of Renton (east of the railroad
bridges), the Black River and all of the Black River Riparian Forest is regulated under RMC 4‐3‐090
(Shoreline Master Program [SMP] Regulations). Land use permits will be required by the cities.
Streams, wetlands, and other sensitive resources in the project vicinity are also subject to federal and
state regulations. The information in this report is intended to facilitate project planning and to support
acquisition of a Hydraulic Project Approval (HPA) from the WDFW, a Clean Water Act (CWA) Section 404
permit from the U.S. Army Corps of Engineers (Corps), and a CWA Section 401 Water Quality
Certification from the Washington State Department of Ecology (Ecology), as necessary.
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3. AFFECTED ENVIRONMENT
This section describes existing conditions of the streams and buffers within the study area, as well as the
overall site conditions.
A total of two streams (Black River and Green River) and six wetlands (Wetlands 1 through 6) (see the
Lake to Sound Trail—Segment A Critical Area Study [Parametrix 2015b] for detailed wetland
descriptions) are located within the Segment A project area. Surface water runoff from the concrete
recycling plant north of the project area drains under the BNSF railroad tracks and then across the
existing gravel maintenance road to Wetland 3. The water has eroded a short channel through the
existing gravel and then sheet flows over the wetland, where much of the water infiltrates. (As part of
the trail project, a drainage culvert would be constructed to convey this runoff under the trail
(Figure 1‐1).)
3.1 Study Area
The study area for the Lake to Sound Trail—Segment A stream investigation is defined as the area within
200 feet of the Black and Green Rivers, from Naches Avenue SW, parallel to the railroad tracks north of
the Black River Forest, across Monster Road and under two railroad bridges to the Green River Trail at
the north end of the Starfire Sports Complex in Fort Dent Park (see Figure 1‐1). The study area also
includes the Black River Riparian Forest, which is designated as a Shoreline under the City of Renton
code.
The following sections describe the aquatic habitat and species within the study area. This includes an
overview of general site characteristics and descriptions of individual streams and aquatic habitat areas,
as well as fish distribution and habitat use in each stream.
3.2 Green/Duwamish River Basin Summary
The project site is located within WRIA 9, the Green‐Duwamish River basin. The Duwamish River is
defined as the portion of the Green/Duwamish River system downstream from the confluence of the
Black River (River Mile [RM] 11.0) to Elliott Bay (RM 0.0), while the Green River extends upstream from
the Black River. For this report, the term ‘Duwamish River’ pertains to the first 11 miles of the river
system, while the term ‘Green River’ pertains to both the portion of river above RM 11.0 and the river
system as a whole. Historically, the Green, White, Black, and Cedar Rivers flowed into the Duwamish
River, and the system drained an area of over 1,600 square miles. In the early 1900s, the Black, White,
and Cedar Rivers were diverted, reducing the Green River drainage over 60 percent to just 483 square
miles (Blomberg 1988). Also, in 1913 the City of Tacoma constructed a diversion dam on the Green
River, near the town of Palmer, at about RM 50.0. In 1963, the Howard Hansen Dam was built at RM
53.0. Both of these structures completely blocked fish migration to the upper Green River and its
tributaries.
Flow in the Green River is regulated by the operation of the Howard Hanson Dam. River velocities are
dissipated as the river widens and currents converge with tidal pressures. Characterized by wet and dry
seasons, discharge of the river varies seasonally. The wet season extends from November to July, and
the dry season from August to October. The mean monthly flow rate in the lower Duwamish varies from
400 cubic feet per second (cfs) in August to 2,600 cfs in January. Stream banks are sloped and diked to
contain flows of up to 11,000 cfs (Williams et al. 1975). According to the Federal Emergency
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Management Agency (FEMA), the maximum regulated flow for the 100‐year recurrence interval is
12,000 cfs at the project site.
The Lower Green River basin begins at the Auburn Narrows (RM 31) and continues to just downstream
of the confluence with the Black River in Tukwila (RM 11). The lower Green River basin is composed of
two areas that are split by the Black River basin to the north and the Mill Creek basin to the south. It is
mostly on the urban side of the urban growth boundary and contains portions of the cities of Kent,
Auburn, Tukwila, Federal Way, and SeaTac. Land uses include residential, commercial, industrial, and
agricultural, as well as some major highways, including Interstate 5. There are extensive areas of
office/commercial and multi‐family residential development. This area has developed rapidly over the
past 20 years.
3.3 Green River
3.3.1 Stream Type
The project alignment intersects the Green River at about RM 11.0 on the right bank of the river (see
Figure 1‐1). According to the WDNR stream typing system, the Green River is a Type S stream,
designated as a shoreline of the state. Within the project area, the stream is located within the local
jurisdiction of the City of Tukwila, which also classifies the Green River as a Type S stream. The shoreline
jurisdiction extends 200 feet from the river OHWM. According to Tukwila SMP (Section 7.7), “the buffer
will extend 125 feet landward from the ordinary high watermark, determined at the time of
development or redevelopment of the site or when levee replacement or repair is programmed.” The
remaining 75 feet landward of the buffer is also regulated under the Tukwila SMP.
3.3.2 Fish Habitat
Identified limiting habitat factors in the lower Green River watershed include (1) urbanization, water
diversions, and revetments that have resulted in disconnection of the river from floodplain off‐channel
habitats such as sloughs and adjacent wetlands, (2) reduction of large woody debris and associated
instream complexity, such as pools and riffles, (3) creation of adult salmon migration problems due to
low flows, (4) chronic water quality problems, and (5) severe reductions in riparian habitats and
associated functions (Kerwin and Nelson 2000). Currently, the reach within the study area is used by all
native anadromous salmonid species for rearing and migration.
3.3.3 Water Quality Conditions
The Green River has no listed exceedances on the 2012 Ecology 303(d) list within or immediately
adjacent to the project limits (Ecology 2015). A 303(d) reach is located over 0.5 mile upstream from the
project area, with recorded exceedances for stream temperature, dissolved oxygen, and fecal coliform.
3.3.4 Biological Conditions
Fish Presence
The Duwamish and lower Green Rivers serve as a migration and rearing area for anadromous salmonids,
with no spawning habitat available (Williams et al. 1975). Three Pacific salmon species inhabit the
Green/Duwamish River basin in significant numbers: Chinook (Oncorhynchus tshawytscha), coho (O.
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kisutch), and chum (O. keta) salmon. Pink (O. gorbuscha) and sockeye (O. nerka) salmon may
occasionally be seen in the Green River basin, but the Green River is primarily a chum, coho, and
Chinook salmon stream (Williams et al. 1975). Although sockeye salmon are occasionally seen in streams
that are not tributaries to lakes, sockeye almost always require a rearing lake below or near their
spawning area (Foerster 1972). Other anadromous fish using these waters include steelhead (O. mykiss),
sea‐run cutthroat trout (O. clarki clarki), Dolly Varden (Salvelinus malma), and bull trout (Salvelinus
confluentus).
Studies of juvenile salmonids in the Duwamish and lower Green River (Williams et al. 1975; Weitkamp
and Campbell 1980; Weitkamp and Schadt 1982; Warner and Fritz 1995) have demonstrated the species
presence, their timing within the project vicinity, and various characteristics of the fish. These
investigations show that subyearling Chinook and chum salmon use shallow‐water shoreline habitats of
various characteristics during their migration to the ocean. Juvenile pink salmon are likely to be found in
the same areas during their spring migration period. The young salmon appear to prefer relatively
protected shorelines with gradual slopes and depths of less than about 6 feet. However, they are also
found along hard, steep to vertical substrates that are either natural or man‐made. The young salmon
tend to remain close to the shoreline but apparently cross deep water at night (Stober et al. 1973; Bax et
al. 1979).
Yearling Chinook, steelhead, and coho also use shoreline areas but appear to be less shoreline‐oriented
than the subyearling migrants. The substantially larger yearlings are commonly found in the near‐
surface water well away from the shoreline. Subadult and adult bull trout and Dolly Varden are likely to
forage within the project vicinity during their late spring to summer migrations into Puget Sound.
Juvenile salmon migrating past the project site include Chinook produced from the Soos Creek Hatchery,
located about 39 miles upstream from the site. The juvenile migration period potentially extends from
late February through mid‐June. During this period, wild fish commonly occur further upstream and are
more numerous in tributaries, compared to hatchery fish.
Stream Buffer Conditions
Overstory riparian vegetation on the right bank of the river is generally limited to a relatively narrow (20
to 50 feet wide) zone with a sparse overstory of deciduous and coniferous trees. Trees include scattered
Douglas‐fir (Pseudotsuga menziesii), black cottonwood (Populus balsamifera), western redcedar (Thuja
plicata), and nonnative alder (Alnus spp.) and spruce (Picea spp.) species. Understory vegetation consists
primarily of shrubs, with sumac (Rhus spp.), poison hemlock (Conium maculatum), red‐osier dogwood
(Cornus sericea), bitter cherry (Prunus emarginata), and substantial amounts of Himalayan blackberry
(Rubus armeniacus). Invasive vegetation dominates the outer portion of the riparian zone, including a
large amount of Himalayan blackberry and various grass species. A single line of ornamental trees is
present on the south edge of the riparian zone, directly adjacent to Fort Dent Park. In addition, portions
of the riparian zone consist of patches of bare ground. The vegetation is not adequate to provide the full
range of riparian functions, although low to moderate levels of stream shading, large woody debris
(LWD) recruitment, leaf litter production, and bank stability are provided by the existing riparian zone.
Much of the shrub vegetation overhangs the river, offering some overhead cover for fish.
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3.4 Black River
3.4.1 Stream Type
According to the WDNR stream typing system, the Black River is a Type S stream, designated as a
shoreline of the state. Within the project area, the stream is located within the local jurisdictions of the
Cities of Tukwila and Renton (see Figure 1‐1), although the majority of the Black River is within Renton.
Within Renton, the Black River is classified as a Class 1 water (shoreline of the state) (RMC 4‐3‐090F.1).
The regulated buffer within shoreline jurisdictional (the Standard Vegetation Conservation Buffer width)
includes lands within 100 feet, as measured on a horizontal plane, from the OHWM.
Within Tukwila, the stream is classified as a Type S (shoreline of the state) stream. The regulated
shoreline jurisdiction extends 200 feet from the river OHWM. According to Tukwila SMP (Section 7.7),
“the buffer will extend 125 feet landward from the ordinary high watermark, determined at the time of
development or redevelopment of the site or when levee replacement or repair is programmed.” The
remaining 75 feet landward of the buffer is also regulated under the Tukwila SMP.
3.4.2 Fish Habitat
The Black River enters the Green River near Tukwila, on the right bank, at RM 11.0. On the Black River, a
dam and pump station, which is approximately 600 feet upstream of Monster Road, prevent tidal
upstream inundation of the river channel and maintain downstream flow, regardless of tidal influences.
A Denil fishway allows upstream fish passage at the pump station, and an air lift pump arrangement aids
downstream migrants in passing the structure during the spring months (Harza 1995).
The project site is located in a developed setting, zoned industrial, with large amounts of impervious
surface within the project vicinity. A large gravel pit (Stoneway Concrete) is located north of the
Monster Road Bridge, warehouses and an industrial operation are located to the north and south of the
trail alignment, and railroad tracks run both parallel and perpendicular to the trail alignment.
Instream habitat within the project area is dominated by run‐type channel morphology, with maximum
stream depths of greater than 6 feet. At the time of the site visit (February 2011), the wetted width was
approximately 25 feet, and no pools or riffles were observed. Bank‐full width was estimated at 30 feet.
Streambed material consists almost exclusively of sands and silts. The streambanks are relatively steep
(approximately a 50‐degree angle) and bank condition appears to be relatively stable. Underneath the
Monster Road Bridge, both streambanks are 100 percent armored with riprap, from the edge of the
water to the bridge deck.
No LWD was observed in the study area, and the presence of the pump station above the project site
precludes LWD recruitment from upstream. Overall, the quality of fish habitat is poor, with little habitat
diversity. Within the study area, the Black River would probably be used for migration or possibly
rearing, although instream cover is somewhat limited.
3.4.3 Water Quality Conditions
The Black River from RM 0.25 to 1.44 is on the 2012 Ecology 303(d) list for exceeding the fecal coliform
criteria (Ecology 2015). This exceedance includes the reach of the Black River between Monster Road
Bridge and the Black River pump station.
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3.4.4 Biological Conditions
Fish Presence
WDFW (2015a, b) data indicate that Chinook salmon, chum salmon, coho salmon, steelhead trout, and
cutthroat trout all have been documented in the Black River within the study area. The type of use is
listed as migration for all species except coho, which use the lower Black River for juvenile rearing.
Conditions favorable for Chinook salmon spawning and rearing do not exist in the project area, and
recent information, as well as historical records (Harza 1995; Williams et al. 1975), indicate that Chinook
do not use this area for spawning and rearing. However, very small numbers of adult fall Chinook
migrating up the Green River occasionally stray into the Black River and become trapped above the
Black River pump station (the pump station cannot pass adult salmon downstream). In the fall of 1997,
adult Chinook were observed entering the Black River and attempting to spawn near the SW 27th Street
culvert in Springbrook Creek, 2.3 miles upstream of the project area (Kerwin and Nelson 2000).
Bull trout are not known to occur in the Black River, and there have been no documented occurrences of
spawning (WDFW 1998). Water temperatures in the Black River basin are too high to support
reproduction by this species (Harza 1995; Rieman and Chandler 1999).
Stream Buffer Conditions
The stream buffers of the Black River within the project area are relatively degraded, of limited widths,
and composed primarily of herbaceous, shrub, and nonnative species. Downstream of Monster Road
Bridge, the width of the vegetated buffer ranges between 50 and 100 feet on the north side of the river
and about 75 to 150 feet on the south side. Upstream of the bridge, the width of the vegetated averages
from 100 to 150 feet on both sides of the Black River. The vegetated buffer consists of lightly forested
and herbaceous plant communities, although the forested zone is restricted to within 50 feet of the
river. Vegetation includes red alder (Alnus rubra), tall fescue (Schedonorus phoenix), salmonberry (Rubus
spectabilis), reed canarygrass (Phalaris arundinacea), Himalayan blackberry, black cottonwood, western
redcedar, western swordfern (Polystichum munitum), bigleaf maple (Acer macrophyllum), red elderberry
(Sambucus racemosa) and snowberry (Symphoricarpos albus).
Under existing conditions, the riparian corridor is not fully functioning, but it does provide some
functions that support aquatic species, including some level of small woody debris or LWD recruitment,
overhead stream cover, bank stability, leaf litter recruitment, and water quality maintenance.
3.5 Special Status Species
Three fish species that are listed as threatened or endangered under the Endangered Species Act (ESA)
occur within the project area. ESA‐listed salmonid populations within the Green River and the Black
River are the Puget Sound evolutionarily significant unit of Chinook salmon and the Puget Sound
steelhead distinct population segment. Also, small numbers of bull trout may be present within the
mainstem Green River, although habitat conditions in the Black River would not support these species.
No species that are candidates for listing under ESA are present in the study area; however, the Puget
Sound/Strait of Georgia population of coho salmon is listed as a species of concern by the National
Oceanic and Atmospheric Administration Fisheries and is present in the study area.
Priority fish species include all State‐listed endangered, threatened, sensitive, and candidate species,
and species of recreational, commercial, or tribal importance that are considered vulnerable. No fish
species with State candidate status occur in the study area. No State‐listed sensitive, threatened, or
endangered fish species occur in the study area. Coastal cutthroat trout, which are designated as
priority species, may occur within the study area (WDFW 2015a).
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4. ENVIRONMENTAL CONSEQUENCES
4.1 Construction Effects
This section describes the extent and type of temporary and permanent effects on streams and aquatic
resources that could occur as a result of construction activities associated with the proposed project.
4.1.1 Permanent Effects
The project does not include construction activities below the OHWM of any stream; therefore, the
project would not result in any stream fill, nor would alterations to fish passage structures be required.
Permanent effects on stream buffers would occur where the proposed trail alignment encroaches into
currently vegetated areas within the regulatory buffers on the Green River and the Black River, including
areas within the construction footprint for the proposed pedestrian bridge. As previously discussed,
there is some overlap between stream buffers and wetland buffers. The total amount of riparian buffer
that would be subjected to permanent impacts would be approximately 31,641 square feet (0.73 acre)
(Figures 4‐1 through 4‐5). Of this area, 0.13 acre (5,715 square feet) also falls within wetland buffers and
are identified as wetland buffer impacts for regulatory purposes. For this analysis, therefore, the project
would result in 0.60 acre (25,926 square feet) of permanent impacts to riparian buffers. Further details
on these impacts are provided in this project’s Critical Area Study (Parametrix 2015b).
Permanent riparian buffer impacts would occur primarily along the Black River; approximately 2,400
square feet of the affected area would be within the Green River riparian buffer. In almost all cases, the
quality of the riparian buffer that would be permanently displaced is low to moderate. Much of the
riparian impact area along the Black River consists of grass or nonnative herbaceous and shrub species.
The City of Renton has determined that all trees within 10 feet of the paved edge of the trail should be
removed, as should all cottonwood trees within 20 feet of the paved edge of the trail, for the protection
of public safety and the trail surface. Approximately 51 trees within the regulatory buffer of the Black
River in the City of Renton would be removed. All but one of these would be deciduous trees (48
cottonwoods, 1 red alder, and 1 willow). One coniferous tree (a 6‐inch‐diameter Douglas‐fir within the
clearing area for the proposed pedestrian bridge) would be removed. Twenty of the trees proposed for
removal are between 6 inches and 10 inches in diameter. Eight trees are smaller than 6 inches, 13 trees
would be between 10 and 16 inches, and 10 trees (all cottonwoods) are larger than 16 inches in
diameter. Construction of the western portion of the trail corridor would remove 14 trees larger than 4
inches in diameter within riparian buffers in the City of Tukwila.
The existing buffer functions are somewhat degraded, compared to fully forested conditions, and these
functions are provided at a low or moderate level. The predominant cover type within the project
footprint is urban, consisting primarily of the gravel surface of the existing maintenance road. Where the
existing surface is not composed of gravel, a worn dirt trail exists and is largely free of trees and shrubs.
Clearing for trail construction would affect approximately 0.9 acre and is not expected to reduce species
diversity or result in a substantial reduction in plant cover in the study area. Some low‐growing plants
would be replaced with hard surfaces, however, and the overhead canopy would be reduced in some
places. Based on the nature and location of buffer impacts, no substantial degradation of riparian
functions (e.g., fish and wildlife habitat, food chain support, water temperature maintenance) or process
(e.g., water flow; erosion and accretion; infiltration; groundwater recharge and discharge; sediment
delivery, transport, and storage; large woody debris recruitment; organic matter input; nutrient and
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pathogen removal; stream channel formation/maintenance) would result from permanent project‐
related clearing and no substantial effects on stream habitat or fish resources in any of the project area
streams are anticipated.
4.1.2 Temporary Effects
Temporary impacts to stream buffers would occur from minor clearing and grading during project
construction, as well as from potential erosion, sedimentation, and noise disturbance during
construction. As previously discussed, there is some overlap between stream buffers and wetland
buffers. The total amount of riparian buffer that would be subjected to temporary impacts would be
0.11 acre (5,312 square feet) (see Figures 4‐2 through 4‐5). Approximately 0.01 acre of this area (857
square feet) also falls within wetland buffers and are identified as wetland buffer impacts for regulatory
purposes. For this analysis, therefore, the project would result in 0.10 acre (4,455 square feet) of
temporary impacts to riparian buffers. Further details on these impacts are provided in the project’s
Critical Area Study (Parametrix 2015b). Temporary riparian buffer impacts would occur primarily within
the Black River riparian buffer; approximately 560 square feet of the temporary impacts would be within
the Green River riparian buffer. Because the portions of the affected buffer are degraded (as discussed
above) and these riparian areas would be replanted once construction is complete, temporary clearing is
not expected to have a substantial effect on stream habitat or fish resources in any of the project area
streams.
Construction activities occurring directly adjacent to project area streams could increase turbidity and
total suspended solid levels. However, no earthwork or riparian clearing would occur within 25 feet of
the OHWM of the Green River or below the OHWM of the Black River. Along most of the proposed trail
corridor, no ground‐disturbing work would take place within 40 feet of any streams. Furthermore,
potential effects would be avoided through the development and implementation of best management
practices (BMPs), including temporary erosion and sediment control (TESC) and spill prevention control
and countermeasures plans.
4.2 Operational Effects
The primary potential for operational effects would be from increased stormwater runoff, which can
negatively affect stream flows. Although the project would add some non‐pollution generating
impervious surface to the project area in the form of the paved trail, the wide buffer distance between
the trail and the Black and Green Rivers would allow ample opportunity for stormwater runoff be
infiltrated or intercepted before entering the waterbodies. Also, no inter‐basin transfers of stormwater
would occur (all stormwater would remain in the basin it originated in). Therefore, no impact to the
hydrology of these streams, including base flow and peak flow, would result from operation of the
project. The proposed project would not add any pollution‐generating impervious surface within the
project area; heavy metals, polycyclic aromatic hydrocarbons, and other contaminants commonly
associated with roadway runoff would not be generated on the pedestrian and bike trail and, therefore,
no changes in water quality of the project area streams would result.
The new pedestrian bridge over the Black River would be 109 feet long and 12 feet wide. The portion of
the bridge spanning the OHWM of the river would be approximately 44 feet long, meaning
approximately 528 square feet of the river would be affected by shading from the bridge. Shade from
overwater structures such as bridges can be a migration barrier for fish. Juvenile salmonids avoid dark,
shaded areas under structures, resulting in loss of access to habitat, blockage of movement, and
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potentially increased exposure to predators. In addition, shade from overwater structures can provide
hiding cover for some non‐native species, such as smallmouth bass, that prey on native fish.
The Black River is not considered to be an important migratory corridor for salmonids because the Black
River pump station immediately upstream of the study area presents a substantial barrier to upstream
and downstream migration. In addition, reaches of the Black River and Springbrook Creek upstream of
the project action area are unlikely to provide suitable spawning or rearing habitat for Chinook salmon
or high‐quality spawning or rearing habitat for steelhead. Moreover, the narrow footprint and north‐
south orientation of the bridge (minimizing the amount of time that any given point receives shade over
the course of a day) would further diminish the potential for the structure to cast shade that presents a
migration barrier for any juvenile salmonids that may pass through the project action area.
All bridge components spanning the Black River would be designed and installed in accordance with the
provisions of the HPA and other permits issued for the project. Per WAC 220‐660‐030, the HPA would
include provisions designed to ensure no net loss of habitat functions necessary to sustain fish life.
Compliance with the provisions of the HPA and other permits would be expected to avoid or minimize
the potential for adverse effects resulting from bridge construction. Any unavoidable impacts would be
addressed through compensatory mitigation.
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5. MITIGATION
The Lake to Sound Trail—Segment A project would avoid and minimize impacts to streams by
proceeding in accordance with the mitigation sequencing requirements established by the NEPA, the
CWA, and other aquatic area protection programs. According to NEPA (40 CFR paragraphs 1508.20), the
definition of mitigation is as follows:
a. Avoiding the impact all together by not taking a certain action or parts of an action.
b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation.
c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment.
d. Reducing or eliminating the impact over time by preservation and maintenance operations
during the life of the action.
e. Compensating for the impact by replacing or providing substitute resources or environments.
5.1 Avoidance and Minimization Measures
Consistent with the above sequencing requirements, a high priority was placed on designing the project
to include measures and features that avoid and minimize adverse effects on streams and stream
buffers. The streams in the study area have been avoided to the greatest extent feasible and no
permanent filling of streams is anticipated. King County would apply the following strategies to minimize
stream and buffer impacts during the design, permitting, and construction phases:
Use a retaining wall to narrow the trail footprint in the vicinity of some riparian buffers.
Near streams and wetlands, limit earthwork to the dry season to reduce the potential for
sediment runoff.
Construct the trail on an existing gravel maintenance road to minimize impacts to functioning
riparian buffers.
Where feasible, widen the trail on the north side of the existing corridor to minimize impacts to
riparian buffers and wildlife habitat.
Use appropriate sediment and erosion control BMPs (e.g., mulching, matting, and netting; filter
fabric fencing; sediment traps) to reduce the risk of erosion and reduce or minimize the chance
of sediments entering project waterbodies.
Prepare and implement a TESC plan for clearing or removing vegetation, grading, ditching,
filling, excavating, and conducting embankment compaction to minimize and control pollution
and erosion from all vegetation or ground‐disturbing activities.
5.2 Restoration of Temporary Effects
All temporarily affected areas would be restored to pre‐construction conditions or better through re‐
planting or seeding and would support a level of riparian function that is the same, or greater, than
under existing conditions.
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5.3 Compensatory Mitigation
King County has developed plans for habitat improvement and restoration to mitigate for project‐
related effects on stream buffers. All unavoidable impacts to stream buffers would be mitigated in
accordance with the provisions of the City of Renton Shoreline Master Program (RMC 4‐3‐090) and City
of Tukwila critical areas regulations (TMC 18.44 and 18.45). Specific mitigation plans would be included
in permit applications for construction of the project. The mitigation plans would focus on providing
riparian buffer and wetland buffer mitigation that would provide equal or greater functions than were
impacted. The mitigation site would be planted at a ratio of at least 1:1 to offset project impacts. Since
the riparian buffer and wetland buffer impacts have some overlap, further details on the overall
mitigation plan are provided in the Lake to Sound Trail—Segment A Critical Area Study (Parametrix
2015b).
Broadly, the riparian buffer component of the overall mitigation plan consists of planting native trees
and shrubs within the regulated riparian buffer of a fish‐bearing stream (the Black River). On‐site
mitigation (within the project area and regulated buffer of the Black River) was selected as the preferred
option. Riparian mitigation would consist of planting, or underplanting, in an area where existing
riparian conditions are degraded. This type of mitigation would offset the project’s impacts on stream
resources by maintaining or enhancing those riparian functions that support water quality and fish
habitat. The riparian functions that would benefit from mitigation include LWD recruitment, stream
temperature regulation, bank stability, leaf litter recruitment, and water quality functions.
In addition to the riparian buffer impact mitigation described above, additional mitigation would be
provided for tree removal where the proposed trail alignment runs adjacent to the Black River Riparian
Forest in the City of Renton. In that area, all trees larger than 6 inches in diameter would be replaced by
new trees at a ratio of 1:1 or greater. Planting for visual screening between the trail and the Black River
heron nesting colony could result in the planting of more trees than would be needed to meet this
commitment (Parametrix 2015a).
In addition to mitigation requirements for displacement of buffers, enhancement of buffers is required
by the provisions of RMC 4‐10‐095.F. Shoreline Master Program Nonconforming Uses, Activities,
Structures, and Sties. The proposed trail is categorized as a Major Alteration: Expansion of impervious
surface by more than 25%. This provision requires the project to install site improvements that protect
the ecological functions and processes of the shoreline, consisting of either:
Full compliance with Vegetation Conservation provisions of RMC 4‐3‐090F1, Vegetation
Conservation, consisting of revegetation of a native community of the full required* buffer, or
100% of the area between an existing building and the water’s edge if the full buffer cannot be
planted, or at least 10 ft., or
An alternate mitigation proposal prepared by a qualified professional and approved by the
Administrator of the Department of Community and Economic Development or designee that
would provide at least equal protection of ecological functions and processes as the full
required* setback and buffer.
This requirement is met by a revegetation plan for areas between the trail and OHWM where the trail is
within the 100 foot Vegetation Conservation Area of the Black River.
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6. REFERENCES
Bax, N. J., E.O. Salo, and B.P. Snyder. 1979. Salmonid outmigration studies in Hood Canal. Final report,
phase VI. FRI‐UW‐7921, 89 p. Fish. Res. Inst., Univ. Wash., Seattle.
Blomberg, G., C. Simenstad, and P. Hickey. 1988. Changes in Duwamish River estuary habitat over the
past 125 years. Pages 437‐454 in Proceedings. First annual meeting on Puget Sound research.
Volume 2. Prepared by the Puget Sound water quality authority. Seattle, Washington.
Ecology (Washington State Department of Ecology). 2015. 2012 Washington State Water Quality
Assessment (305[b] report and 303[d] list). Available at
http://www.ecy.wa.gov/programs/wq/303d/currentassessmt.html. Accessed February 3, 2015.
Ecology (Washington State Department of Ecology). 2015. 2012 Washington State Water Quality
Assessment (305[b] report and 303(d) list). Available at: <
http://www.ecy.wa.gov/programs/wq/303d/currentassessmt.html>. Accessed on February 3, 2011.
Foerster, R.E. 1972. The sockeye salmon. Bulletin 162. Ottawa, Canada: Fisheries Research Board of
Canada. 422 p.
Harza. 1995. Comprehensive fisheries assessment of the Springbrook, Mill, and Garrison Creek
watershed. Bellevue, Washington: prepared for City of Kent, Washington.
Parametrix. 2011. Lake to Sound Trail—Segment A: Wetland Discipline Report. October 2011. Prepared
for King County, Seattle, Washington.
Parametrix. 2015a. Lake to Sound Trail—Segment A: Vegetation and Wildlife Discipline Report. April
2015. Prepared for King County, Seattle, Washington.
Parametrix. 2015b. Lake to Sound Trail—Segment A: Critical Area Study. April 2015. Prepared for King
County, Seattle, Washington.
Rieman, B.E. and G.L. Chandler. 1999. Empirical evaluation of temperature effects on bull trout
distribution in the Northwest. Final Report, Contract No. 12957242‐01‐0. U.S. Forest Service, Rocky
Mountain Research Station, Boise, Idaho.
Stober, Q.J, S.J. Walden, and D.T. Griggs. 1973. Juvenile salmonid migration through Skagit Bay, pp.35‐
70. In Ecological studies of proposed Kiket Island nuclear power site. Edited by Q.J. Stober and E.O.
Salo. FRI‐UW‐7304. 537pp.
Warner, E.J., and R.L. Fritz. 1995. The distribution and growth of Green River chinook salmon
(Oncorhynchus tshawytscha) and chum salmon (Oncorhynchus keta) outmigrants in the Duwamish
Estuary as a function of water quality and substrate. Muckleshoot Indian Tribe, Auburn, Washington.
WDFW (Washington Department of Fish and Wildlife). 1998. 1998 Washington State salmonid stock
inventory. Appendix: Bull trout and Dolly Varden. Washington Department of Fish and Wildlife,
Olympia, Washington. 437 pp.
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WDFW (Washington Department of Fish and Wildlife). 2015a. PHS on the Web: An interactive map of
WDFW priority habitats and species information for project review. Available online at
http://wdfw.wa.gov/mapping/phs/. Accessed January 16, 2015.
WDFW (Washington Department of Fish and Wildlife). 2015b. Salmonscape fish database and mapping
application. Available online at https://fortress.wa.gov/dfw/salmonscape/. Accessed January 16,
2015.
Williams et al. 1975. A catalog of Washington streams and salmon utilization. Volume 1, Puget Sound
Region. Washington Department of Fisheries. Olympia, Washington.
Kerwin, J. and T. S. Nelson.. 2000. Habitat Limiting Factors and Reconnaissance Assessment Report:
Green/Duwamish and Central Puget Sound Watersheds (Water Resource Inventory Area 9 and
Vashon Island) Washington State Conservation Commission and King County Department of Natural
Resources. December 2000.
Appendix A
Site Photographs
Lake to Sound Trail – Segment A
April 2015 A-1 Stream Discipline Report
554-1251-084(B/2T300C) Appendix A
Photograph 1. View of left bank riparian vegetation along the Black River,
looking east from Fort Dent Park. Note presence of shrub vegetation and
scattered small trees. Himalayan blackberry and other non-native species are
also present.
Photograph 2. View of proposed trail alignment, looking east from near the
Green River Trail. Note degraded understory riparian conditions and the lack
of vegetated ground cover. The trees will be maintained in place, where
feasible.
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April 2015 A-2 Stream Discipline Report
554-1251-084(B/2T300C) Appendix A
Photograph 3. View of riparian conditions on right bank of Black River, looking
south from immediately upstream (east) of the Monster Road Bridge. Note the
presence of non-native vegetation and scarcity of mature trees.
Photograph 4. View of existing gravel trail/proposed trail alignment, looking
east from immediately upstream (east) of the Monster Road Bridge. The
Black River is on the right side of the photo and the Black River Pump station
is in the background.