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HomeMy WebLinkAboutSubmittals_ALL_OTHER_170425_v1BOEING COMMERCIAL AIRPLANE GROUP
RENTON WASHINGTON
Boeing Replace sewer Lift station near 4-42, Fuel spill containment at
Apron D, modify gate D-50 gate entrance
MITIGATION DESCRIPTION
Construction Mitigation Measures & Best Practices:
All activities will begin with the implementation and installation of Best Management Practices
(BMP). These practices include:
Safety/ Environmental Pre-construction meeting
The project will start with Boeing Environmental and Safety preconstruction to mitigate any risk
associated with project
Proposed Hauling/ Transportation routes Contractors will apply for their own hauling
traffic control plans permits related to this project. And will follow a city approved route.
Construction.
The actual Construction will be accomplished by a Construction contractor.
The contractor will call for all required inspections, as well as site pre-construction meeting. The
contractor will keep records of any special inspections at the construction site
Flaggers will be used to reduce impacts
Activities will be scheduled during the City of Renton approved hours.
Dump trucks will have a cushion of sand to dampen loading noise.
Trucks will use trailers to reduce the number of trips.
Equipment will be shut off during standby activities to limit noise and exhaust.
Materials will be recycled to the extent possible minimizing debris, hauling and
preservation of resources.
Activities will be overlapped as much as possible to shorted duration of overall
construction duration.
BOEING COMMERCIAL AIRPLANE GROUP
RENTON WASHINGTON
Storm Water - TECS Construction will start with the implementation and installation of
Best Management Practices (BMP) for Temporary Erosion and Sedimentation Control (TESC)
under supervision of Boeing Environmental personnel. All storm water drain inlets in and around
the proposed construction operations and staging areas will be surrounded by oil absorbent
padding to mitigate the potential of any hydraulic/fuel leakages emanating from construction
machinery entering the watershed
As a best management practice, any soil piles resulting from excavation activities will be
covered with an impervious material, such as Vis -queen, to minimize and avoid erosion and to
prevent silt from entering into the Cedar River
Snow, Ice, dirt and mud removal Contractor shall remove snow and ice to the extent
necessary to perform the work. The use of calcium chloride or other chemicals will not be
permitted to remove snow or ice. Contractor shall assure that vehicles are constructed, loaded,
maintained and covered as necessary to prevent the deposition of dirt, mud or other debris on
public roadways. Dirt mud or debris shall be removed on continual basis. Any dirt, mud or
debris dropped by vehicles shall be removed immediately.
Dust Control Through the entire construction period the Contractor shall take all necessary
steps to dust control all working area and unpaved roads. The use of calcium chloride or other
chemicals will not be permitted for dust control. The Contractor will accomplish dust control by
watering and sprinkling to satisfactorily settle the dust. Contractor shall comply with any
requirements imposed by law to prevent fugitive dust emissions. All demolished materials and
debris will be stockpiled on site to prevent dust and sedimentation from migrating onto
roadways. Contractor vehicles that are transporting materials to and from the site will be
required to have tires washed prior to leaving the site. This will prevent dust and sedimentation
from entering nearby roadways.
Airport Mitigation
A pre-construction meeting will set up with the Airport personnel.
The contractor will set up visual controls, and FOD controls including FOD fence.
Contractor will be in communication with airport tower during construction hours.
Contractor personnel will wear reflective vests on Airport apron at all times.
Project narrative
BOEING COMMERCIAL AIRPLANE GROUP
RENTON WASHINGTON
Replace sewer lift station near 4-42, Fuel spill containment at Apron D,
Modify D-50 gate entrance
737 Logan avenue north Renton WA 98055
Adjacent to the shoreline of the Cedar River
Adjacent to Boeing Renton plant site and Renton municipal Airport
Master use permit, Environmental Checklist, Substantial Shoreline development
permit is the land use permits for the proposed projects.
Zoning designation is Urban Center north 2
Boeing Commercial Airplane plant in Renton to the Renton Airport
The Cedar River & Lake Washington are the Special site features
Sandy silt loam is the soil type. The work is within 200 ft. of the ordinary high
water mark of the Cedar River
The North area of the Cedar River has abundant variety of fish and wildlife
No trees will be removed. No vegetation to be disturbed along the bank
.
No views will be obstructed by the proposed project
The project is 100% impervious surface
Cost of three tasks is 1, 570, 000
The project consists of three separate tasks at the Boeing main Renton
plant and at the Renton Municipal airport Boeing Fuel spill containment at
Apron D, Modify D-50 gate entrance
Task one Replace sewer lift station near 4-42,
Replace sewer lift station task is just west of the 4-42 bldg underneath the
Boeing internal roadway on the east side of the Cedar River
Task two Fuel spill containment at Apron D, Modify D-50 gate entrance
Fuel spill containment at Apron D is near the Boeing south bridge adjacent to the
bank on the east side of the river
Task three Modify D-50 gate entrance
Modify D-50 gate entrance is adjacent to East. Perimeter road and west of the
Cedar River on Boeing leased airport property.
Task one
Replace sewer lift station near 4-42
Scope of Work
The scope of work for this task involves replacement of Building 4-42
sewage lift station. This lift station serves Building 4 -42, 4-41 and west side
of Building 4-20.
The new lift station shall be constructed and readied to place on line. During
an outage, the sewer pipes shall be switched from the old lift station to the
new lift station without impacting the building operations. Design of the new
lift station shall take into effect the need to keep the buildings operational
except for the switchover. Reroute existing fire line for new lift station
The scope of work includes installation of a new vault for collection of
sewage, two new submersible sewage pumps, controls and piping. The
existing 8” sewer line from Building 4-42 and 4-41 will be rerouted to the
new 8 ft. sewage lift station vault.
A 48” diameter manhole will be installed to collect the sewage upstream of
the new vault The 4” discharge line from the new sewage pumps will be
connected to the existing 4” sewage discharge line just south of the new lift
station.
The old sewage lift station will be demolished and filled in after the new lift
station is put into service. Impervious surface disturbance is approx.
1900 sq. ft.
Task Two
Modify existing Boeing Gate D-50 entrance to add a pedestrian
walkway path
Scope of Work
This scope of work for this task involves of removal of a 24ft automatic
gate and 60 ft. of existing fencing to create new opening, Remove asphalt
and curbing.
The Installation of 136 LF of new 7 ft. high fencing, and new 36 ft. wide
double swing gate. Add 1each traffic control swing arm
Replace Approx. 3280 sq. ft. of existing Asphalt
Add 2 new concrete bollards
Add new 3 x 7 exterior door, 4x 4 concrete landing, metal stairs and 3x5
awning at existing guard house
Relocate 2 each light fixtures 7’ high on existing guard shack. Point light
fixtures downwards and away from Cedar River
Task 3
Fuel spill containment Apron D
Scope of Work
The project will add a new fuel containment to the Boeing Apron D which
is used for 737 Aircraft stalls.
Replacement of 72” storm drainage manhole with an 84” storm drainage
manhole, and install 2 each new 5000 gallon fuel spill containment tanks
Replace both 7 LF of existing 24 & 12 diameter pipes.
The project will then replace 840 sq. ft. of existing Asphalt pavement. and
750 sq. ft. of concrete pavement for a total of 1,590 total replaced
pavement
Washington – Renton
North 8th and Logan Avenue North, Renton, WA 98055
51 52 53 54 55
51 52 53 54 55
A
B
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Revised 03-19-15 Copyright 2015 © The Boeing Company. All rights reserved.
900
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7-244
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Corporate Center HOUSERWAYBYPASSPARK AVE N WELLS AVE N POWELL AVE SW NACHESAVEEmployee gates
AMS Turnstile gates
Fence lines
Boeing property
General parking
Restricted parking
Bus stop
Helistop
Cafeteria in the building
Boeing
North
Bridge
BoeingSouthBridge
4-65
4-504-68LAKE WASHINGTON
5-50
5-51
BRONSON W AY N
HOUSER WAY NMAIN AVE S7-206 Triton Towers Two
7-207
Triton Towers Three
5-08/5-09
PERIMETER RDPERIMETER RDPERIMETER
RD
4-44
LOGAN AVE ND45Renton
Dan.johnston on: Mar 21, 2017 10:40 AM File: Q:\FederalWay\2017\A17.0167\00\CADD\Dwgs\C07_RTN-YD-C153C.dwg
Rpt1707 S&EE
S&EE
SOIL & ENVIRONMENTAL ENGINEERS, INC.
16625 Redmond Way, Suite M 124, Redmond, Washington 98052, www.SoilEnvironmental.com (425) 868-5868
March 18, 2017
Ms. Cynthia Johnson
The Boeing Company
Cynthia.a.johnson4@boeing.com
CC: Mr. Michael Sullivan
Letter Report
Geotechnical Engineering Services
Proposed Gate D-50 Modification
Boeing Renton Plant
Dear Cynthia:
INTRODUCTION
Soil & Environmental Engineers, Inc. (S&EE) has been retained by you to perform a geotechnical evaluation
for the above-referenced project. The project will involve re-configuration of the traffic flow through the
existing D-50 gate. I understand that new underground electrical lines will be constructed, some minor re-
grading will be performed, and new asphalt pavement will be installed.
SURFACE AND SUBSURFACE CONDITIONS
The project site is located in the southeastern portion of Renton Municipal Airport. Figure 1, which is
included at the end of this report, shows the site location. The existing gate is surrounded by buildings, and
the site surface is covered with asphalt pavement. The gate is accessed by East Perimeter Road which
borders the west side of Cedar river and its levee. The site surface is relatively flat.
S&EE performed a previous soil test boring, B-2, at the location shown in Figure 1. Based on our
knowledge of soil conditions in the area, it is our opinion that the boring data are representative of the
subsurface conditions at D-50 gate.
The boring shows that the subsurface conditions at the site include fill over alluvial soils. The former is about
10 to 11 feet thick and consists of loose to medium dense silty sand, gravel and sand. The alluvial soils
include a soft to medium dense silt and sand layer to a depth of about 30 feet, then dense to very dense sand
and gravel below. This sand and gravel layer turns into a dense silty sand at a depth of 97.5 feet. Boring B-2
was terminated in this soil.
Ms. Cynthia Johnson
March 18, 2017
Page 2
Rpt1707 S&EE
Groundwater was encountered at a depth of 7 feet during the drilling of Boring B-2. Based on our experience
in the project area, the groundwater depth will vary with season and precipitation, and will fluctuate between
depths of 5 to 10 feet.
CONCLUSION AND RECOMENDATION
General
It is our opinion that the proposed project is feasible from a geotechnical standpoint. The areas disturbed by
construction will be stabilized and should remain stable. It is our further opinion that the project will not incur
any soil instability.
Underground Utility Construction
Subgrade preparation and trench backfill should be monitored by a site inspector from our office. All loose
soil cuttings should be removed from the excavation subgrade prior to the placement of bedding materials.
In the event that soft or loose soil is encountered at subgrade, the subgrade should be over-excavated for a
minimum of 6 inches. A non-woven geotextile having a minimum grab tensile strength of 200 pounds should
be installed at the bottom of the over-excavation and the over-excavation be backfilled with 1-1/4” minus
crushed rock. The geotextile should be installed flat with all wrinkles removed and have 12 inches overlap.
The rock should be compacted to a firm a non-yielding condition using a mechanical compactor approved by
our site inspector.
The onsite soils are suitable for use as backfill. The soils are slightly moisture sensitive. As such, the
contractor should protect the excavated soils from rain.
Pavement
We recommend that all pavement subgrades be proof-rolled to identify areas of soft, wet, organic, or
unstable soils. Proof-rolling should be accomplished with a heavy (12-ton) vibratory roller, front-end-
loader, or loaded dump truck (or equivalent) making systematic passes over the subgrade while being
observed by a site inspector from our office. In areas where unstable and/or unsuitable subgrade soils are
observed, the subgrade should be over-excavated a minimum 6 inches. Woven geotextile having a
minimum 200 pounds grab tensile strength may be necessary for additional subgrade stabilization. The
geotextile, if used, should be placed with 12-inch overlaps with all wrinkles removed.
LOGAN AVEEXIT 5
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5-27
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7-207 Triton Tower Three
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5-08
Washington – Renton
North 8th and Park Avenue North, Renton, WA 98055
N 5TH ST
N 6TH ST
N 8TH ST
5-45
Revised 03-09
Boeing North Bridge
Boeing South
Bridge
7-244 Rivertech Corporate Center HOUSER WAY BYPASS Copyright 2009© The Boeing Company. All rights reserved.PARK AVE N WELLS AVE N POWELL AVE SW NACHES AVE 4-95Shed
4-96GuardShack
Employee gates
AMS Turnstile gates
Fence lines
Boeing property
General parking
Restricted parking
Bus stop
Helistop
51 52 53 54 55
51 52 53 54 55
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ENVIRONMENTAL CHECKLIST 1
4/25/20173/29/201712/18/2012
ENVIRONMENTAL CHECKLIST
A. BACKGROUND
1. Name of proposed project, if applicable:
Boeing North Cedar Bridge ReplacementReplace sewer Lift station near 4-
42, Fuel spill containment at Apron D, modify gate D-50 gate entrance
2. Name of applicant:
The Boeing Company
P.O. Box 3707, M/S 1W-09
Seattle, WA 98124-2207
3. Address and phone number of applicant and contact person:
Mark Clement
Facilities Permits/Land use
The Boeing Company
P.O. Box 3707, M/S 1W-0996-01
Seattle, WA 98124-2207
Ph [206 617-2944]
4. Date checklist prepared:
DecembeMarchr 20127
5. Agency requesting checklist:
City of Renton, Washington State Department of Fish & Wildlife.
Washington State Department of Ecology,
6. Proposed timing or schedule (including phasing, if applicable):
April July 20172 to December 20175
7. Do you have any plans for future additions, expansion, or further activity
related to or connected with this proposal? If yes, explain.
None known at this time.
8. List any environmental information you know about that has been
prepared, or will be prepared, directly related to this proposal.
9. Do you know whether applications are pending for governmental approvals of
other proposals directly affecting the property covered by your proposal? If yes,
Explain.
JARPA Permits with the Corps of Engineers, Washington State Departments of
Fish and Wildlife and Department of Ecology, Biological Assessment for Section
7 consultation under the Endanger Species Act and Standard Sstream Narrative
and Habitat Data Report, Geotechnical report and a Technical information report,
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ENVIRONMENTAL CHECKLIST 2
4/25/20173/29/201712/18/2012
hhas been prepared as part of this project and will be part of City of Renton permit
records.
10. List any government approvals or permits that will be needed for your
proposal, if known.
Federal: Corp of Engineers
State of Washington:
Department of Washington State Fish & Wildlife HPA
Washington State Department Ecology (401 Water Quality Certification,
CZM Consistency) Shoreline substantial development permit review
Washington Department of Natural Resources (Right of Access)
King County:
City of Renton/Local:
State Environmental Policy Act Review, Renton Land use/
Shoreline, Building & utilities
Give brief, complete description of your proposal, including the proposed uses and
the size of the project and site. There are several questions later in this checklist
that ask you to describe certain aspects of your proposal. You do not need to repeat
those answers on this page. (Lead agencies may modify this form to include
additional specific information on project description
Project Description
The project consists of three separate tasks at the Boeing main Renton
plant and at the Renton Municipal airport.
Replace sewer lift station near 4-42 Fuel spill containment at Apron D,
Modify D-50 gate entrance
Task one Replace sewer lift station near 4-42,
Replace sewer lift station is just west of the 4-42 bldg underneath the Boeing
internal roadway on the east side of the Cedar River
Task two Fuel spill containment at Apron D,
ENVIRONMENTAL CHECKLIST 3
4/25/20173/29/201712/18/2012
Fuel spill containment at Apron D is near the Boeing south bridge adjacent to the
Boeing access road east of the river
Task three Modify D-50 gate entrance
Modify D-50 gate entrance is adjacent to East. Perimeter road and west of the
Cedar River on Boeing leased airport property.
Task one
Replace sewer lift station near 4-42
Scope of Work
The scope of work for this task involves replacement of Building 4 -42
sewage lift station. This lift station serves Building 4-42, 4-41 and west side
of Building 4-20.
The new lift station shall be constructed and readied to place on line. During
an outage, the sewer pipes shall be switched from the old lift station to the
new lift station without impacting the building operations. Design of the new
lift station shall take into effect the need to keep the buildings operational
except for the switchover. Reroute existing fire line for new lift station
The scope of work includes installation of a new vault for collection of
sewage, two new submersible sewage pumps, controls and piping. A new 8”
sewer line from sewage collected from Building 4-42 and 4-41 will be
rerouted to the new 8 ft. sewage lift station vault.
A 48” diameter manhole will be installed to collect the sewage upstream of
the new vault The 4” discharge line from the new sewage pumps will be
connected to the existing 4” sewage discharge line just south of the new lift
station.
The old sewage lift station will be demolished and filled in after the new lift
station is put into service. Impervious surface disturbance is approx. 1900
sq. ft.
ENVIRONMENTAL CHECKLIST 4
4/25/20173/29/201712/18/2012
Task Two
Fuel spill containment Apron D
Scope of Work
The project will add a new fuel containment to the Boeing Apron D which
is used for 737 Aircraft stalls. The system is designed to capture any fuel
that may be spilled on the apron in an underground holding area.
To allow for control and isolation of the storm water flow paths in the event
of a spill, the existing 72” storm drainage a manhole will be replaced with an
84” storm drainage manhole. The replacement will allow for the installation
of valves to direct the storm drainage flow.
To contain any potential fuel the project will install 2 each new 5000 gallon
fuel spill containment tanks
The project will replace several short (approx. 7LF each) sections of existing
24 & 12 diameter pipes.
The system is being designed to maintain the current operating conditions of
the existing system only making modifications to allow for containment and
isolation of potentially fuel laden storm flows. The hydrology of the
normally operating system will not be impacted by this project.
The project will then replace 840 sq. ft. of existing Asphalt pavement, and
750 sq. ft. of concrete pavement for a total of 1,590 total replaced pavement
Task 3
Modify existing Boeing Gate D-50 entrance to add a pedestrian
walkway path
ENVIRONMENTAL CHECKLIST 5
4/25/20173/29/201712/18/2012
Scope of Work
This scope of work for this task involves of removal of a 24ft automatic
gate and 60 ft. of existing fencing to create new opening, Remove asphalt
and curbing.
The Installation of 136 LF of new 7 ft. high fencing, and new 36 ft. wide
double swing gate. Add 1each traffic control swing arm
Replace Approx. 3280 sq. ft. of existing Asphalt
Add 2 new concrete filled steel bollards
Add new 3 x 7 exterior door, 4x 4 metal landing, metal stairs and 3x5
awning at existing guard house
Relocate 2 each light fixtures 7’ high on existing guard shack. Point light
fixtures downwards and away from Cedar River
.
Boeing Commercial Airplanes (Boeing), is proposing to replace the North
Bridge over the Cedar River at Boeing’s Renton Facility. The North Bridge
(owned by the Boeing Corp.) is located at the mouth of the Cedar River
directly before it enters Lake Washington. The bridge is located on aquatic
lands and property that is owned by the State of Washington and managed
by the Washington State Department of Natural Resources. The bridge
approach on the east side of the Cedar River is located on land owned by
the City of Renton (City). The west approach is located on the Renton
Municipal Airport. The project site includes parcels 0723059007,
0723059096, and 072305HYDR in the City of Renton, in the NE ¼ of Section
7, T23N, and R5EWM.
12. Location of the proposal. Give sufficient information for a person to
understand the precise location of your proposed project, including a street
address, if any, and section, township, and range, if known. If a proposal
would occur over a range of area, provide the range or boundaries of the
site(s). Provide a legal description, site plan, vicinity map, and topographic
map, if reasonably available. While you should submit any plans required by
the agency, you are not required to duplicate maps or detailed plans submitted
with any permit applications related to this checklist.
ENVIRONMENTAL CHECKLIST 6
4/25/20173/29/201712/18/2012
Site address: 737 Logan Ave. North
Refer to Neighborhood Map; and Site Map for project location.
Legal Description on coveron cover sheet
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep
slopes, mountainous, other . . . ...
Flat;
b. What is the steepest slope on the site (approximate percent slope)?
12%;
c. What general types of soils are found on the site (for example, clay,
sand, gravel, peat, muck)? If you know the classification of agricultural
soils, specify them and note any prime farmland.
Sandy silt loam
d. Are there surface indications or history of unstable soils in the
immediate vicinity? If so, describe.
Yes, Liquefaction zone. See Geotechnical report
e. Describe the purpose, type, and approximate quantities of any filling or
grading proposed. Indicate source of fill.
See Project narrative for details, clean native fill proposedNo grading or
fill proposed
f. Could erosion occur as a result of clearing, construction, or use? If so,
generally describe.
.
YesAny, rRisks will be mitigated using best management practices &
temporary erosion and sedimentation control (TESC) plan will be in
place to prevent erosion. These elements may include minimizing
exposed soils, stabilizing exposes soils, using erosion control fences
and inlet protection
g. About what percent of the site will be covered with impervious surfaces
after project construction (for example, asphalt or buildings)?
98% no change
ENVIRONMENTAL CHECKLIST 7
4/25/20173/29/201712/18/2012
h. Proposed measures to reduce or control erosion, or other impacts
to the earth, if any:
Temporary erosion control measures will be used by contractor
2. Air
a. What types of emissions to the air would result from the proposal (i.e.,
dust, automobile, odors, and industrial wood smoke) during construction
and when the project is completed? If any, generally describe and give
approximate quantities if known.
Temporary Ddust and smoke, from construction equip. during normal
construction activities.
b. Are there any off-site sources of emissions or odor that may affect your
proposal? If so, generally describe.
No
c. Proposed measures to reduce or control emissions or other impacts
to air, if any:
Mitigation measures to reduce emissions include ensuring that
machines and equipment used during construction are well maintained.
3. Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the
site (including year-round and seasonal streams, saltwater, lakes,
ponds, wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
Cedar River which flows into Lake Washington
2) Will the project require any work over, in, or adjacent to (within 200
feet) the described waters? If yes, please describe and attach available
plans.
Yes, see site map
3) Estimate the amount of fill and dredge material that would be placed
in or removed from surface water or wetlands and indicate the area of
the site that would be affected. Indicate the source of fill material.
See project narrative, clean native fill
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4) Will the proposal require surface water withdrawals or diversions?
Give general description, purpose, and approximate quantities if known.
Yes.
5) Does the proposal lie within a 100-year floodplain? If so, note location on the
site plan.
Yes
6) Does the proposal involve any discharges of waste materials to
surface waters? If so, describe the type of waste and anticipated
volume of discharge.
No
b. Ground:
1) Will ground water be withdrawn, or will water be discharged to
ground water? Give general description, purpose, and approximate
quantities if known.
No
2) Describe waste material that will be discharged into the ground from
septic tanks or other sources, if any (for example: Domestic sewage;
industrial, containing the following chemicals . . . ; agricultural; etc.).
Describe the general size of the system, the number of such systems,
the number of houses to be served (if applicable), or the number of
animals or humans the system(s) are expected to serve.
None
c. Water runoff (including storm-water):
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will
this water flow? Will this water flow into other waters? If so, describe.
diameter NPDES permitted pipe. The paved area immediately east of the
and conveyed to a treatment system on the Boeing property. After the
runoff is treated it is discharged into the Lake Washington through an
existing 60-inch diameter pipe.
2) Could waste materials enter ground or surface waters? If so,
generally describe.
NA
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d. Proposed measures to reduce or control surface, ground, and runoff
water impacts, if any:
The work conducted under Task 3 will be covered under Construction Permit
WAR303562, a SWPPP is developed and appropriate BMP’s will be implemented to
control erosion. The additional tasks will implement similar controls, such as
filter fabric, plastic covering silt fence, straw waddles and street sweeping will be
utilized.
All storm water drain inlets in and around the proposed construction operations
and staging areas will be covered.
4. Plants
a. Check or circle types of vegetation found on the site:
deciduous tree: alder, maple, aspen, other
evergreen tree: fir, cedar, pine, other
shrubs, grass, pasture, crop or grain,
wet soil plants: cattail, buttercup, bullrush, skunk
cabbage, other water plants: water lily, eelgrass, milfoil
other types of vegetation
. Other than a few invasive plant species (Himalayan blackberry, no plants
occur within the proposed construction area.
b. b. What kind and amount of vegetation will be removed
None
c. List threatened or endangered species known to be on or near the site.
Migratory Salmon- Puget Sound Chinook salmon, Puget Sound
steelhead trout , Coastal/Puget Sound Bull trout in Cedar River, see stream
narrative study for detailed list
d. Proposed landscaping, use of native plants, or other measures to
preserve or enhance vegetation on the site, if any:
5. Animals
a. Circle any birds and animals, which have been observed on or near the
site or are known to be on or near the site:
.
Birds: seagulls, crows, eagles, Blue heron
Mammals: Beaver
Fish: Coho salmon, Chinook salmon sockeye salmon
steelhead and cutthroat trout, native char (bull
trout) and long fin smelt
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b. List any threatened or endangered species known to be on or near the
site.
Puget Sound Steelhead and their status are under ESA, the species is
listed as “threatened,” as are Puget Sound Chinook salmon and coastal/Puget
Sound bull trout
c. Is the site part of a migration route? If so, explain.
Yes Pacific Flyway; see 2003 Boeing EIS. Puget Sound Chinook salmon,
Puget Sound steelhead trout, coho salmon, sockeye salmon, coastal cutthroat
trout, non-anadroumous rainbow trout
d. Proposed measures to preserve or enhance wildlife, if any:
Proposed shoreline restoration using native vegetation along both
banks of the Cedar River, reduction in overwater coverage by over 4,000 square
feetNone proposed
6. Energy and natural resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will
be used to meet the completed project's energy needs? Describe whether it
will be used for heating, manufacturing, etc.
Electric power,
b. Would your project affect the potential use of solar energy by adjacent
properties? If so, generally describe.
No
c. What kinds of energy conservation features are included in the plans of
this proposal? List other proposed measures to reduce or control energy
impacts, if any:
Energy efficient utility systemsNone
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic
chemicals, risk of fire and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? If so, describe.
None known
1) Describe special emergency services that might be
required.
None known
2) Proposed measures to reduce or control environmental health
hazards, if any:
b. Noise
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1) What types of noise exist in the area which may affect your project
(for example: traffic, equipment, operation, other)?
None, Renton airport nearby
2) What types and levels of noise would be created by or associated
with the project on a short-term or a long-term basis (for example:
traffic, construction, operation, other)? Indicate what hours noise would
come from the site.
Temporary noise Construction from equipment, 24 hour
operation may be planned for certain elements of the proposed project to mitigate
airport impacts.
3) Proposed measures to reduce or control noise impacts, if any:
To reduce noise from construction during nighttime hours, the
contractor will implement the use of alternate backup alarms, dump
truck bed liners and dump gate closers. To mitigate noise from pile
driving, some piles will be partially installed using a vibratory
hammer and all pile driving operations will be conducted during the
day. A bubble curtain will be utilized during use of the impact
hammer for in-water piles to mitigate underwater noise.Construction
during daytime only
8. Land and shoreline use
a. What is the current use of the site and adjacent properties?
The site is fully developed as an aircraft manufacturing and final
assembly facility. Renton Airport and Boeing Apron D leased and
developed for Pre- flight stallson adjacent side
b. Has the site been used for agriculture? If so, describe.
No
c. Describe any structures on the site.
The Renton Plant and is a large airplane manufacturing and final assembly
facility, consisting of many buildings and ancillary uses. Renton Municipal
Airport has numerous pre- flight aircraft stalls and aircraft hangars and
support buildings.. The City of Renton boathouse is adjacent to the site
Will any structures be demolished? If so, what?
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Existing North Cedar river Bridge None
e. What is the current zoning classification of the site?
UCN-2
f. What is the current comprehensive plan designation of the site?
UCN-2
g. If applicable, what is the current shoreline master program designation
of the site?
The Cedar River and Lake Washington are shorelines of the state and
subject to the Shoreline Management Act. The City’s Shoreline Master
Program (SMP) designates the project area as Shoreline High Intensity and
it is in Cedar River Reach A and Lake Washington reaches I and J.
h. Has any part of the site been classified as an "environmentally
sensitive" area? If so, specify.
Cedar River, Lake Washington
i. Approximately how many people would reside or work in the completed
project?
Varies,
j. Approximately how many people would the completed project displace?
None
k. Proposed measures to avoid or reduce displacement impacts, if any:
None
l. Proposed measures to ensure the proposal are compatible with existing
and projected land uses and plans, if any:
New bridge is for new aircraft crossing and compatible with current for the
site
9. Housing
a. Approximately how many units would be provided, if any? Indicate
whether high, middle, or low-income housing.
None
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b. Approximately how many units, if any, would be eliminated? Indicate
whether high, middle, or low-income housing.
None
c. Proposed measures to reduce or control housing impacts, if any:
None
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including
antennas; what is the principal exterior building material(s) proposed?
Approx. 3 ft above the bank, Steel and concreteNo new structures.
b. What views in the immediate vicinity would be altered or obstructed?
None
c. Proposed measures to reduce or control aesthetic impacts, if any:
None
11. Light and glare
a. a. What type of light or glare will the proposal produce?
wouldWould it mainly occur?
safety between dusk and dawn
b. Could light or glare from the finished project be a safety hazard or interfere
with views?
No
c. What existing off-site sources of light or glare may affect your
proposal?
None
d. Proposed measures to reduce or control light and glare impacts, if any:
NoneLight are pointed at the ground
12. Recreation
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a. What designated and informal recreational opportunities are in the
immediate vicinity?
The Cedar River shoreline trail and park are within the general area of the
Renton Site. Kayak club, Renton City Boathouse
b. Would the proposed project displace any existing recreational uses? If
so, describe.
None. Permanently, temporarily rerouting of watercraft
c. Proposed measures to reduce or control impacts on recreation,
including recreation opportunities to be provided by the project or
applicant, if any:
Contractor to provide signs, control measures to
recreational users
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national,
state, or local preservation registers known to be on or next to the
site? If so, generally describe.
No structures of historical significance have been identified on the
project site. The Washington State Information System for Architectural
and Archaeological Records Data does not identify any properties
within the project area as being on the historic property inventory or
register. Mitigation measures identified below will need to be
implemented during construction if archaeological resources are
encountered during construction.
b. Generally describe any landmarks or evidence of historic,
archaeological, scientific, or cultural importance known to be on or
next to the site.
None have been identified on the project site.
c. Proposed measures to reduce or control impacts, if any:
Should any unknown archaeological resources be encountered during
project activities, ground-disturbing activities will be halted in the area
of the find in accordance with RCW 27.53.060 (Archaeological Sites and
Resources) and RCW 27.44.020 (Indian Graves and Records). A
professional archaeologist will be called in to assess the significance of
the find, and the Department of Archaeology and Historic Preservation
in Olympia will be notified so that a course of action can be
implemented.
13. Historic and Cultural Preservation
a. Identify public streets and highways serving the site, and describe
proposed access to the existing street system. Show on site plans, if any.
The site has access to North 6th Street and Logan Avenue North.
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b. Is site currently served by public transit? If not, what is the
approximate distance to the nearest transit stop?
Yes Metro. 150 yards
c. How many parking spaces would the completed project have? How
many would the project eliminate?
NA
d. Will the proposal require any new roads or streets, or improvements to
existing roads or streets, not including driveways? If so, generally
describe (indicate whether public or private).
No
e. Will the project use (or occur in the immediate vicinity of) water, rail, or
air transportation? If so, generally describe.
Yes, Renton Municipal Airport, Rail spur
f. How many vehicular trips per day would be generated by the completed
project? If known, indicate when peak volumes would occur.
None
g. Proposed measures to reduce or control transportation impacts, if any:
None
15. Public Services
a. Would the project result in an increased need for public services (for
example: fire protection, police protection, health care, schools, other)? If
so, generally describe.
None is anticipated.
b. Proposed measures to reduce or control direct impacts on public
services, if any.
NAone
16. Utilities
a. Circle utilities currently available at the site: electricity, natural gas,
water, refuse service, telephone, sanitary sewer, septic system, other.
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b. Describe the utilities that are proposed for the project, the utility
providing the service and the general construction activities on the site or
in the immediate vicinity, which might be needed.
Electrical power for construction equipment . PSE,
King County Metro Sewer
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I
Understand that the lead agency is relying on them to make its decision.
Signature: _______________________________________
Mark D. Clement
Date Submitted: _________________________________
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
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SHORELINE TRACKING WORKSHEET
Planning Division
1055 South Grady Way, Renton, WA 98057
Phone: 425-430-7200 | www.rentonwa.gov
The City of Renton is required by the Washington State Department of Ecology to track and evaluate the effectiveness of
the Shoreline Master Program at achieving no net loss of shoreline ecological functions with respect to shoreline
projects. The City will use shoreline development tracking information to prepare a Shoreline Master Program report
every eight years to comply with the Shoreline Management Act requirements.
SHORELINE STABILIZATION
1. Is there currently a bulkhead on your site? Yes X No; If yes, fill out table below.
If no, see “Site Conditions”, Section 2 below.
What Type of Materials is Your Bulkhead Made of? Linear Feet of Hard
Materials:
Linear Feet of Soft Materials:
Examples of Types of Bulkheads: Hard (e.g. rocks, wood); Soft (e.g. sand, plants); Combination-soft
materials at the water with hard materials further inland, or a combination of hard and soft materials at
the water.
SITE CONDITIONS
2. List the size (in square feet) and type of all structures (1st floor only) on your property (e.g. 2,000 sq. ft.
house, 125 sq. ft. greenhouse).
Guardhouse at Gate D50: 360 SF
3. List distance (in feet) from the water to the closest point of each structure. List each building separately
(e.g. shed, dock, and carport).
Cedar River to Guardhouse at Gate D50: 165 ft
4. List the size (in square feet) and type of all impervious surfaces (e.g. driveway, parking area, walkway, and
patio).
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Impervious surface removed and replaced: 1,900 (4-42 Lift Station) + 1,590 (Apron D Spill Control) + 3,280
(Gate D50) = 6,770 sf total
5. List distance (in feet) from the water to the closest point of each impervious surface (hard surface).
@ 4-42 Lift Station: 178 ft
@ Apron D Spill Control: 105 ft
@ Gate D50: 72 ft
6. Describe the existing vegetation within 100 ft. of the waterline. Estimate the amount (in squ are feet) of
native vegetation. Grass and ornamental plantings (e.g. plants requiring care or grown for decorative
purposes) should not be counted.
Existing vegetation along the east shoreline of the lower Cedar River adjacent to the proposed project sites
consists of a mix of native and ornamental plants, including the trees red alder (Alnus rubra), shore pine
(Pinus contorta var. contorta), various willow species (Salix app.), an big leaf maple (Acer macrophyllum),
unidentified species of poplar. Shrubs include nootka rose (Rosa nutkana), flowering currant (Ribes
sanguineum), red osier dogwood (Cornus sericea), and Forsythia spp., as well as a numbered of
unidentified shrub species.
All vegetation adjacent to the three proposed project locations occurs in the City of Renton’s Cedar River
Trail Park.
The “native vegetation” cover adjacent to and within 100 feet north and south of the Bldg. 4 -42 Sewage
Life Station project site is approximately 15,800 square feet, based on the outline of trees in full leaf
coverage
The approximately 800 feet of shoreline fronting on the Apron D Fuel Spill Containment project site has a
vegetative coverage of approximately 25,950 square feet (Figure 2).
7. Will the project require any added fill? If so, how many cubic yards will be added:
No added fill is required.
IN WATER AND OVER WATER STRUCTURES
8. Are there any in or over water structures on your site (e.g. docks, floats, bridges, mooring piles, boatlifts)?
Yes X No; If yes, fill out the table below.
Describe the in- and over-water structures on your site
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Type
(e.g. dock, float, bridge,
mooring pile, boat lift, etc.)
Surface Area
(in square feet, if
applicable)
Light Penetrating Materials
(the percentage of the surface
area that is made of material that
allows light to reach the water)
Existing
structures to
remain
Existing
structures that
will be
removed
Proposed
structures