HomeMy WebLinkAboutSWP2702959_4STAFF City of Renton
REPORT Department of Planning / Building / Public Works
ENVIRONMENTAL REVIEW COMMITTEE
A. BACKGROUND
ERC MEETING DATE: March 18, 2003
Project Name: SW 7th Street Storm Drainage Improvement Project
Applicant: City of Renton, Surface Water Utilities Division (Allen Quynn)
File Number: LUA-03-016, ECF
Project Manager. Jason E. Jordan
Project Description:
The Storm Water Utilities Section of the P/B/PW Department is proposing to
place approximately 3,600 linear feet of new stormwater conveyance pipe
within SW 7th Street. The new stormwater conveyance system would be
located between Lind Avenue SW and Burnett Avenue South, beneath the
paved right-of-way area within SW 7th Street. The existing stormwater
conveyance system is comprised of pipe ranging from 24 to 48-inches in
diameter. The Utilities Section is proposing to replace the existing pipe with
new pipe ranging from 36 to 60-inches in diameter. The project would utilize
both corrugated polyethylene (plastic) pipe and concrete pipe. (Project
Description Continued on Page 2).
Project Location:
Within SW 71h Street R-O-W, between Lind Avenue SW & Burnett Avenue S
Exist. Bldg. Area gsf
N/A Proposed New Bldg. Area gsf N/A
Site Area
54,000 sf Total Building Area gsf N/A
RECOMMENDATION
Staff Recommend that the Environmental Review Committee issue a
Determination of Non -Significance (DNS).
ERC Report.doc
SW 7TH STREET STORMWA TER UTILITY IMPROVEMENTS LUA-03-016, ECF
REPORT AND DECISION OF March 18, 2003 Page 2 of 4
PROJECT DESCRIPTION CONTINUED:
SW 7th Street is classified as a Minor Arterial on the City's Arterial Street Map. It is comprised of a four -lane street with
a center turn lane and ranges from 60 to 80 feet in right-of-way width. The roadway has sidewalks, curb and gutters
on both sides of the street. The project area (SW 71h Street) beginning at Lind Avenue SW is largely surrounded by
industrial zoned lots, which contain large warehousing and small scale manufacturing operations. Moving east along
SW 7th Street, the project area is surrounded by commercial uses, including an automobile dealership and other retail
development. Finally, toward the eastern end of the project site (near Burnett Avenue South), the area neighboring the
project site is comprised of small scale multi -family and single-family housing, which is zoned Residential Multi -Family
Urban Center (RM-U).
As the proposed storm water conveyance system would utilize pipe that exceeds 8-inches in diameter, the project is
subject to the Environmental (SEPA) Review process. Construction is anticipated to be completed in two phases.
Phase One, from Lind Avenue SW to Rainier Avenue South, is expected to start in April of 2003 and be substantially
completed by October of 2003. Phase Two, between Rainer Avenue South and Burnett Avenue South, would take
place in April of 2004 and be substantially completed by October of 2004. However, the applicant has reserved the
right to revise the project schedule and associated phasing as new project budget information is generated.
B. RECOMMENDATION
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials
make the following Environmental Determination:
XX IDETERMINATION OF
NON -SIGNIFICANCE
XX Issue DNS with 14 da,
C. MITIGATION MEASURES
No mitigation measures are recommended.
D. ENVIRONMENTAL IMPACTS
DETERMINATION OF
NON - SIGNIFICANCE — MITIGATED.
eal Period. I Issue DNS-M with 14 day Appeal Period.
Issue DNS-M with 15 day Comment Period
followed by a 14 day Appeal Period.
In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those
project impacts that are not adequately addressed under existing development standards and
environmental regulations.
Earth
Impacts: The project area is relatively flat, with the steepest slope being 6.5%. The applicant submitted a draft
Geotechnical report dated February of 2003 prepared by HWA GeoSciences Inc. The report indicates that some fill
was encountered directly beneath the pavement. The fill soil extends 2.5 to 4 feet below the surface. Beyond the fill
soil, the project site soils consist of recent alluvium sand and gravel with peat, silt and clay. In general, the
geotechnical engineering report concludes that the soils are appropriate for the proposed utility upgrade and there
should be minimal post -construction settling upon project completion.
The proposed construction method would involve trenching within the project area. During the trenching process, the
contractor may be required to utilize steel sheet piles to support the excavation area and to protect the surrounding
utilities. The excavated soil would be stockpiled on site or at a nearby location. Once the new stormwater conveyance
pipe is located within the open trench and all necessary connections are made, the excavated soil would be utilized for
backfill. If additional fill is necessary, construction grade soil would be imported to the project site from an approved
off -site source. The applicant has indicated that any additional fill material would consist of clean, fine to medium sand
for bedding and backfill around the new conveyance system.
The applicant has also indicated that the contractor would be responsible for watering down the construction area in
order to minimize dust impacts. As a result of the utility upgrade, all trees.. shrubs and grasses in the right-of-way
ERC Report.doc
SVY 7TH STREET STORMWA TER UTILITY IMPROVEMENTS LUA-03-016, ECF
REPORT AND DECISION OF March 18, 2003 Page 3 of 4
within the project area would be removed. However, the applicant has indicated that all vegetated areas would be
restored to pre -construction conditions. In addition, the applicant has indicated that the drainage patterns within the
project area would remain the same upon project completion.
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
2. Water
Impacts: There are no surface water bodies or sensitive areas located on the subject site. Minor dewatering would
occur during construction and no waste materials would be discharged. Staff does not anticipated the proposed utility
upgrade to change any existing runoff patterns or create any additional new impervious surfaces. City adopted
sedimentation and erosion control measures would be employed during project construction. These measures would
mitigate any potential stormwater impacts that may occur as a result of the construction associated with this project
(i.e. moving, storage and use of soil materials).
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
3. Noise
Impacts: Short-term construction noise impacts are expected from this proposal. These noises would largely be
generated from heavy equipment (trenching machine, steel sheet pile machinery, large construction trucks, etc.). Staff
does not expect the short-term construction noise to impact the neighboring properties, as the majority of the subject
site is comprised of a four -lane minor arterial street (predominately located within and industrial/commercial area of the
City). However, the project site is located approximately 500 feet south of a large multi -family complex and would
approach a multi -family neighborhood near the eastern end of proposed Phase II (near Burnett Avenue S). Therefore,
the project would be subject to the City adopted Washington State noise standards, which limits the amount of noise
that can be generated from one site and received on a neighboring site. In order to exceed the maximum permitted
noise levels, the applicant would be required to seek a variance from the City's Board of Public Works.
Mitigation Measures: No further mitigation is recommended.
4. Transportation
Impacts: Minor impacts to local traffic patterns may occur as a result of the project construction. According to the
preliminary traffic control plan, one or more of the northern lanes within SW 7th Street would be closed during project
construction. Regardless of the lane closures, the traffic control plan stipulates that traffic would be allowed to flow in
both directions within SW 7th Street at all times. The plan calls for the contractor to place large steel sheets over the
open trench areas when construction is not underway. This would allow automobiles to travel over the open trench
work areas when the contractor does not need access to those areas. In addition, the traffic control plan requires the
contractor to limit the area of lane closure to 600 feet. This traffic control plan mitigation measure would ensure that
the contractor closes only the minimum amount of lane area necessary. The traffic control plan calls for several detour
signs at strategic intersections indicating that business are open via an alternative route. It should also be noted that
the traffic control plan required the contractor to provided businesses with a minimum of one egress/ingress drive at all
times.
As a result of the project, asphalt roadway patching and/or complete removal and replacement of portions of the
existing roadways would be required. These impacts would be mitigated by the applicant's construction mitigation
plan. The plan indicates that work hours would be limited to the hours between 7 am and 5 pm, Monday through
Friday, unless an alternative work schedule is determined necessary. Transportation hauling routes may include SW
71h Street, Lind Avenue SW, Oakesdale Avenue SW and SW Grady Way. Finally, the applicant has indicated that the
roadway would be restored to its pre -construction condition prior to project completion.
Mitigation Measures: No further mitigation is recommended.
Nexus: N/A
ERC Report.doc
S.W, 7- STREET STORMWA TER UTILITY IMPROVEMENTS LUA-03-016, ECF
REPORT AND DECISION OF March 18, 2003 Page 4 of 4
E. COMMENTS OF REVIEWING DEPARTMENTS
The proposal has been circulated to City Departmental / Divisional Reviewers for their review. Where
applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or
Notes to Applicant.
X Copies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental
determination. Because these notes are provided as information only, they are not subject to the appeal
process for environmental determinations.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm., Monday through Friday unless
otherwise approved by the Development Services Division.
2. All debris and demolition materials must be removed from the site and properly disposed of in an approved off -
site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant
must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank
removal permits and verification soils are not contaminated).
4. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate
ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction
work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as
specified in the current King County Surface Water Management Design Manual as adopted by the City of
Renton may be proposed between the dates of November 1 st and March 31 st of each year. The Development
Services Division's approval of this work is required prior to final inspection and approval of the permit.
Fire Prevention
1. The project must maintain emergency access at all times.
Police
1. Please ensure the right-of-way remains accessible for emergency vehicles.
Plan Review
1. Final Traffic Control Plan to be approved prior to construction.
2. Neighboring business should be contacted by the City's Project Manager or contractor prior to construction.
Environmental Determination Appeal Process Appeals of the environmental determination must be
filed in writing on or before 5:00 PM April 4, 2003.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of
Renton, and 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton
Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the
Renton City Clerk's Office, (425) 430-6510.
ERC Report.doc
DEVELOPMENT SERVICES DIVISION
ENVIRONMENTAL CHECKLIST
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
PURPOSE OF CHECKLIST:
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to
consider the environmental impacts of a proposal before making decisions. An Environmental Impact
Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide information to help you and the
agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be
done) and to help the agency decide whether an EIS is required.
INSTRUCTIONS FOR APPLICANTS:
This environmental checklist asks you to describe some basic information about your proposal.
Governmental agencies use this checklist to determine whether the environmental impacts of your
proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most
precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases,
you should be able to answer the questions from your own observations or project plans without the need
to hire experts. If you really do not know the answer, or if a question does not apply to your proposal,
write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary
delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark
designations. Answer these questions if you can. If you have problems, the governmental agencies can
assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of
time or on different parcels of land. Attach any additional information that will help describe your proposal
or its environmental effects. The agency to which you submit this checklist may ask you to explain your
answers or provide additional information reasonably related to determining if there may be significant
adverse impact.
USE OF CHECKLIST FOR NONPROJECT PROPOSALS:
Complete this checklist for nonproject proposals, even though questions may be answered "does not
apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions (actions involving decisions on policies, plans and programs), the references in the
checklist to the words "project," "applicant," and "property or site" should be read as "proposal,"
"proposer," and "affected geographic area," respectively.
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A. BACKGROUND
Name of proposed project, if applicable:
SW 7`h Street Storm Drainage Improvement Project
Name of applicant:
City of Renton
Address and phone number of applicant and contact person:
City of Renton
Engineer
Surface Water Utility
Gray & Osborne, Inc.
1055 South Grady Way, 5"' FL
701 Dexter Ave. N. #200
Renton, WA 98055
Seattle, WA 98109
Allen Quynn
Michael Jauhola, P.E.
Project Manager
Project Manager
(425) 430-7247
(206) 284-0860
4. Date checklist prepared:
February 10, 2003.
Agency requesting checklist:
City of Renton, Washington
6. Proposed timing or schedule (including phasing, if applicable):
Construction is expected to begin in June 2003 and be complete by October 31, 2003;
however, the project may be divided into two phases. Phase One would take place in
2003 between April and October. Phase Two would take place in 2004 between April
and October.
7. Do you have any plans for future additions, expansion, or further activity related to or connected
with this proposal? If yes, explain.
Portions of the existing storm drainage systems that connect into the proposed SW 7"
Street storm drainage system may be upgraded in the future. In anticipation of future
upgrades to the existing storm system, the proposed pipe will be designed to
accommodate future improvements to Shattuck Avenue as well as remaining section of
pipe on SW 7" Street from Lind Avenue to the outfall at Black River Forbay.
8. List any environmental information you know about that has been prepared, or will be prepared,
directly related to this proposal.
No known previous environmental information.
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Do you know whether applications are pending for governmental approvals of other proposals
directly affecting the property covered by your proposal? If yes, explain.
None known.
10. List any governmental approvals or permits that will be needed for your proposal, if known.
City of Renton Land Use Master Permit Application and SEPA Checklist.
11. Give brief, complete description of your proposal, including the proposed uses and the size of the
project and site.
The purpose of this proposal is to replace approximately 3,600 lineal feet of existing
stormwater conveyance system in SW 71h Street with a larger diameter pipe and
associated structures to reduce existing flooding problems along the street corridor of SW
7"' Street and provide improved conveyance for stormwater flows from adjacent storm
drainage systems. The existing storm pipe ranges in size from 24" to 36" and will be
replaced with 36", 48" and 60" pipe. The new pipe will be made of either reinforced
Concrete Pipe (RCP) or Corrugated Polyethylene Pipe (CPEP) depending on design
requirements.
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.
SW 7`h Street between Lind Avenue and Burnett Avenue
Quarter Sections: SW 18, SE 18,
Township: 23N
Range: 5E
A vicinity map is attached to this document and a site plan will be provided under Part 10
of the City of Renton's Environmental Review Application.
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous,
other
The total elevation change in the 3,600 feet between Lind Avenue and Burnett
Avenue is approximately 6.5 feet.
b. What is the steepest slope on the site (approximate percent slope?)
The steepest slope on the project site is at the intersection of SW 7"' Street and
Rainier Avenue. That slope is approximately 1 percent.
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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.
The soil in the vicinity of the proposed pipe alignment is composed of loose to
median dense, clean to slightly silty sand and gravel to a depth of 2.5 to 4 feet.
Below this depth the soil consists of very loose to medium dense, gray, clean to
very silty sand and very soft to medium stiff, dark organic silt and peat.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
Anecdotal information from previous utility projects suggests that a majority of
the underlying soils within SW 7`h Street are not suitable for trench backfill.
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
No filling and grading is proposed for this project. All cut and fill quantities will
be limited to trench excavation and backfill. Any imported fill material will be
from an approved source.
Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
There is potential for erosion to occur as a result of construction. Erosion will be
limited to trench excavation and backfill activities and will be contained on -site
using Department of Ecology approved Best Management Practices (BMPs).
About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
No new impervious surface area is projected to be added to the project site after
construction. Construction will consist of replacing portions of the existing storm
drainage system with new pipes.
Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
The Contractor shall employ Best Management Practices to minimize the effects
of erosion. The use of straw bales, catch basin inserts, storm bypass system etc.
shall be required during construction, as required by the contract. In addition, the
project may be temporarily "shut down" during times of inclement weather
conditions.
2. AIR
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile,
odors, industrial wood smoke) during construction and when the project is completed? If
any, generally describe and give approximate quantities if known.
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Normal exhaust emissions from construction equipment, both diesel and gas
operated equipment, is expected during construction. Dust may be emitted during
the construction of the project. Methods shall be employed on -site as needed to
control any fugitive dust problems. The contractor will be required to employ
dust mitigation measures such as sweeping of paved areas in the vicinity of the
trench excavation.
b. Are there any off -site sources of emission or odor that may affect your proposal? If so,
generally describe.
None known.
C. Proposed measures to reduce or control emissions or other impacts to air, if any:
The construction contract will include provisions for dust control during
construction.
3. WATER
Surface Water:
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.
The project site is not in the immediate vicinity of a surface water body. The
eventual outfall of the overall drainage basin that contains the drainage facilities
associated with the project site is the Black River Forbay, located approximately
3,300 feet northwest of Lind Avenue.
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.
Im
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.
None.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
No.
5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan.
No.
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.
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b. Ground Water:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
Significant dewatering is anticipated due to groundwater seepage to the areas
being excavated. The exact quantity of ground water is unknown.
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 anticipated.
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.
Storm runoff from the project site will be controlled through a tightline drain
system with catch basins and will be connected to the proposed storm drainage
system along various points in the pipe alignment. The new pipe will connect
back into an existing 60-inch pipe at Lind Avenue. Storm runoff is then conveyed
through the existing pipe for approximately 3,200 where it outfalls into a culvert
that spans the north terminus of Naches Avenue SW. The culvert discharges into
a drainage ditch which runs west for approximately 550 feet before outfalling into
the Black River Forbay. The Black River Forbay is tributary to the Green River
approximately 3,800 feet west of this point.
Since no impervious surface is being added, flows will not increase throughout
the SW 7`h Street drainage basin as a result of this project. Based on the
hydrologic modeling that was completed as part of the project design, the peak
flow for the 25-yr storm event downstream of the project near the Lind Avenue
intersection end of the project is approximately 120 cfs. This flow assumes future
land use conditions for the drainage basin.
2) Could waste material enter ground or surface waters? If so, generally describe.
Yes. Even with the use of BMPs, some sediment originating from erosion could
enter the watercourses downstream from the project. With proper erosion controls
this event could be minimized if not completely eliminated.
Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
Methods to minimize and mitigate construction related erosion will be provided in
design and within the contract documents. Methods include the use of silt fence
and straw bales to entrap migrating silt on site and the placing of filter fabric over
catch basins to restrict silt from entering the existing storm system. All exposed
areas shall be seeded and mulched upon completion. Native material excavated
from the pipe trench will be hauled off site or, if suitable, be placed back in the
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trench the same day. Any dewatering of ground water from the trench during
construction will either be directed into a settling tank prior to discharge into the
downstream storm system or will be directed into the sewer system. Ground
water pumped out of the trench will need to comply with State water quality
standards prior to discharge back into the existing storm system.
4. PLANTS
a. Check or circle types of vegetation found on the site:
_X_ deciduous tree: alder, maple, aspen, other
_X_ evergreen tree: fir, cedar, pine, other
_X_ shrubs
_X_ grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eel grass, milfoil, other
other types of vegetation
What kind and amount of vegetation will be removed or altered?
Some minor landscape restoration will be required as a part of the project
construction. The vegetation that will be disturbed consists of a few small bushes,
isolated strips of grass and possibly four 12-inch caliber evergreen trees located
on the north side of the street between Burnett Ave. S. and the driveway at STA
28+30 (as shown on the plans). Two of the trees are located at the south end of
Burnett Linear Park and are owned by the City Parks Department.
C. List threatened or endangered species known to be on or near the site.
None known.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
All exposed cut -and -fill slopes shall be seeded and mulched upon completion.
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: hawk, heron, eagle, songbirds, other
Mammals: deer, bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
List any threatened or endangered species known to be on or near the site.
Chinook salmon inhabit the Green River, which is located approximately 1.5
miles downstream of the project site. As discussed above, there are 3,200 feet of
storm pipe and 4,350 feet of open channel between the westerly limit of the
proposed pipe and the outfall to the Green River.
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C. Is the site part of a migration route? If so, explain
No.
d. Proposed measures to preserve or enhance wildlife, if any:
Not applicable.
ENERGY AND NATURAL RESOURCES
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.
Oil, gas, and diesel fuel will be consumed by construction equipment and
machinery during construction.
Would your project affect the potential use of solar energy by adjacent properties? If so,
generally describe.
IM
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:
Not applicable.
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.
Yes. Oil, gas, and diesel fuel leaks from machinery during construction. The
contractor shall implement the necessary measures to clean up any spills or leaks.
1) Describe special emergency services that might be required.
Not applicable.
2) Proposed measures to reduce or control environmental health hazards, if any:
Not applicable.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
Aside from moderate traffic noise on SW 7"' Street and adjacent streets, the
primary sources of noise will occur from construction equipment such as track
hoes, front-end loaders, dump trucks and small gasoline powered power tools.
Due to poor soil conditions, project construction will require the use of steel sheet
piles driven into the ground to maintain the integrity of the trench during
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excavation and to minimize settlement of surrounding utilities. Pile driving
typically generates short duration, high -intensity sound.
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.
Short-term noise from machinery during working hours will occur during the
course of construction.
3) Proposed measures to reduce or control noise impacts, if any:
Working hours will be established by the contract limiting working hours to
weekdays (Monday through Friday) from 7:00 A.M. to 5:00 P.M. unless
otherwise approved by the City per Section 1-08.1(3) of the City's Supplemental
Specifications. Some weekend or evening work is expected in order to minimize
impacts to intersections throughout the project.
8. LAND AND SHORELINE USE
a What is the current use of the site and adjacent properties?
The site is currently City right-of-way. Land uses adjacent to the project site are
residential and commercial.
b. Has the site been used for agriculture? If so. describe.
No.
C. Describe any structures on the site.
Utility poles, power poles, and utility boxes exist within the project site.
Underground utilities consist of water lines, sanitary sewers, storm drainage pipes,
catch basins, manholes, gas mains, and cable and telephone lines.
d. Will any structures be demolished? If so, what?
Existing pipe and manhole fixtures (all located underground) may be removed and
waste hauled to allow for the installation of new facilities.
e. What is the current zoning classification of the site?
The project site is within existing City of Renton right-of-way. Adjacent
properties are zoned commercial and residential at 25-75 dwelling units per gross
acre (RM-U), with a portion of the drainage basin zoned for 8 dwelling units per
gross acre (R-8), 10 dwelling units per gross acre (R-10) and 15-35 dwelling units
per acre (RM-T).
What is the current comprehensive plan designation of the site?
City street right-of-way.
g. If applicable, what is the current shoreline master program designation of the site?
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
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Not Applicable.
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
No.
i. Approximately how many people would reside or work in the completed project?
Not applicable.
j. Approximately how many people would the completed project displace?
None.
k. Proposed measures to avoid or reduce displacement impacts, if any:
Not applicable.
I. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
Not applicable.
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high, middle,
or low-income housing.
None.
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:
Not applicable.
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.
Not applicable.
b. What views in the immediate vicinity would be altered or obstructed?
None.
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C. Proposed measures to reduce or control aesthetic impacts, if any:
None.
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur?
In the event that a portion of the construction is accomplished at night, additional
street lighting may be required.
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:
Any lighting used for this project will be limited to the construction area.
12. RECREATION
a. What designated and informal recreational opportunities are in the immediate vicinity?
A City -owned park located immediately east and north of Burnett Ave. S.
and SW 71h St.
b. Would the proposed project displace any existing recreational uses? If so, describe.
Construction of the proposed storm drainage system may temporarily impact the
accessibility to the southern portion of the park.
C. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
The contractor shall maintain access to the park at all times.
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.
None known.
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or
cultural importance known to be on or next to the site.
None known.
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
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Proposed measures to reduce or control impacts, if any:
Not applicable.
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe proposed access to the
existing street system. Show on site plans, if any.
Several major streets serve the project site. These streets include Talbot Road,
Shattuck Avenue, Rainier Avenue, Hardie Avenue, and Lind Avenue. SW Sunset
Boulevard, Grady Way, and Interstate 405 are located within a half mile of the
project site. The contractor will be required to submit a traffic control plan that
will include possible detour routes if necessary and mitigation measures to
minimize traffic impacts to businesses. The traffic control plan will be review and
approved by the City prior to beginning work.
Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop?
Yes.
C. How many parking spaces would the completed project have? How many would the
project eliminate?
No change in parking would occur.
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?
Improvements to public roads will include all areas affected by storm drainage
improvements. Sidewalks and curb and gutter will be installed in areas where
existing sidewalks are damaged during construction.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation?
If so, generally describe.
No.
How many vehicular trips per day would be generated by the completed project? If
known, indicate when peak volumes would occur.
No additional traffic generation is anticipated.
Proposed measures to reduce or control transportation impacts, if any:
Construction will take place in a timely manner to minimize disturbance to traffic
flow through the various street corridor(s). Traffic control through the
construction area will be required by contract.
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Prgiects (CIP)\27-2959 SW 7th St. Drainage Improvement
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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.
IM
b. Proposed measures to reduce or control direct impacts on public services, if any.
The contract documents will include provisions for maintaining existing utility
service. The Contractor shall be required to locate all existing utilities and
coordinate all construction activities with all affected utility companies during the
construction phase.
16. UTILITIES
Circle utilities currently available at the site: electricity, natural gas, water, refuse service,
telephone, sanitary sewer, septic system, other.
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.
Utilities proposed for the project include new storm pipe and catch basins to be
owned and operated by the City of Renton Surface Water Utility. Some existing
utilities may require relocation and/or reconstruction to accommodate the new
storm pipe.
C. SIGNATURE
I, the undersigned, state that to the best of my knowledge the above information is true and
complete. It is understood that the lead agency may withdraw any declaration of non -significance
that it might issue in reliance upon this checklist should there be any willful misrepresentation or
willful lack of full disclosure on my part.
Proponent: f l y of R e h fu>i
Name Printed: ; ` ({vl ZAk4il 0
�`!!
Date: a J J a 103
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Date:
To:
From:
Subject
CITY OF R E N T O N RECEIVEL)
FEB 19 2003
MEMORANDUM CITY OF RENTON
UTILITY SYSTEMS
February 18, 2003
Alley Quynn�]
Jason JordaQD velopment Planning
Project No. LUA-03-016, ECF
The Development Planning Section of the City of Renton has determined that the subject application is
complete according to submittal requirements and, therefore, is accepted for review.
The Environmental Review Committee has tentatively scheduled your project for consideration on March
11, 2003. Prior to that review, you will be notified if any additional information is required to continue
processing your application.
Please contact me, at 430-7219, if you have any questions.
acceptancememo.doc
City of Renton
LAND USE PERMIT
MASTER APPLICATION
PROPERTY OWNER(S)
NAME: CITY OF RENTON
ADDRESS: 1055 South Grady Way
CITY: Renton ZIP 98055
TELEPHONE NUMBER: 425-430-7247
APPLICANT (if other than owner)
NAME: CITY OF RENTON
Surface Water Utility
COMPANY (if applicable): N/A
ADDRESS: Same as above
CITY: ZIP:
TELEPHONE NUMBER Same as above
CONTACT PERSON
NAME: Allen Quynn
COMPANY (if applicable): City of Renton
ADDRESS: 1055 South Grady Way
CITY Renton ZIP.. 98055
TELEPHONE NUMBER AND E-MAIL ADDRESS:
(425) 430-7247 AQuynn@ci.renton.wa.us
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
SW 7th Street Storm Drainage Improvement Project
PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
SW 7th Street between Lind Avenue and Burnett Avenue
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): N/A
EXISTING LAND USE(S): City right-of-way
PROPOSED LAND USE(S): City right-of-way
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
City right-of-way
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): No changes proposed.
EXISTING ZONING: City -owned right-of-way. Adjacent
properties are RM-U, CA and IM.
PROPOSED ZONING (if applicable): No changes proposed.
SITE AREA (in square feet): Approximately 54,000 SQ. FT
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
THREE LOTS OR MORE (if applicable): N/A
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable): N/A
NUMBER OF PROPOSED LOTS (if applicable): N/A
NUMBER OF NEW DWELLING UNITS (if applicable): N/A
NUMBER OF EXISTING DWELLING UNITS (if applicable): N/A
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): N/A
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): N/A
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): N/A
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): N/A
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if
applicable): N/A
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1300
SEPA\S W 7thaformmasterapp.doc02/05/03
PROJECT INFORMATION (continued)
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE N
PROJECT (if applicable): N/A
VALUE: $2,200,000 (Est.)
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
AQUIFER PROTECTION AREA ONE
AQUIFER PROTECTION AREA TWO
FLOOD HAZARD AREA
sq. ft.
GEOLOGIC HAZARD
sq. ft.
HABITAT CONSERVATION
sq. ft.
SHORELINE STREAMS AND LAKES
sq. ft.
WETLANDS
sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE SW and SE QUARTER OF SECTION 18 , TOWNSHIP 23N , RANGE 5E
IN THE CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. Environmental Review 3.
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) / 7''P✓I L, declare that I am (please check one) Zthe current owner of the property
involved in this applica n or the aut orized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and ans herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief`.
certify that I know or have satisfactory evidence that A U--EN & U U IU Iv
ILIsigned this instrument and acknowledged it to be his/her/their free and volunt ry act for the
uses and purposes mentioned in the instrument.
(Signature of Own r/Re sentative)
' � tI
�P .•�stoN'• cs ��
Notary Public in and for the State of 4�sngton i •.. tl�
o`er NOTARY m: a i
0 a� to i
(Signature of Owner/Representative) , j
Notary(Print) �` I�1�1 uuL1G
My appointment expires:
H:\Fi1e Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1300
SEPA\S W 7thaformmasterapp.doc02/05/03
LIST OF SURROUNDING
PROPERTY OWNERS
WITHIN 300-FEET OF THE SUBJECT SITE
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
PROJECT NAME: 5 r"-' 27{'� S1' S�Cjnvi ��'✓lG�sernOi�y�rn��+� ��G����
APPLICATION NO:
The following is a list of property owners within 300 feet of the subject site. The Development Services
Division will notify these individuals of the proposed development.
NAME ADDRESS ASSESSOR'S PARCEL
NUMBER
Q:\WEB\PW\DEVSERV\AFOR?&aformlistospo.doc06/25/02
(Attach additional sheets, if necessary)
NAME ADDRESS
Applicant Certification
ASSESSOR'S PARCEL
NUMBER
t t �J Vj ✓I hereby certify that the above list(s) of adjaqRe\�roperty
(Print Name) — R Rk/ i
owners and their addresses were obtained from: �: �10•.�G'�,�ta
,Title Company Records
;ing County Assessors Records 5'' : o ��'�.
Cn
Signed rvt L� Date / 1 U Ala c!'
t)
�( pp ant) �j,;�
e OF WASH
NOTARY
ATTESTED: Subscrib and sworn before me, a Nota Public, in and for the State of Washington,
residing at N on the i�- day of 200B.
Signed A/nj-k�
(Notary Pubf
,TTEST: Subscribed a1
t
uate;
_ NOTARY
sworn before "me, a `Notary Public; in and for the
on the day, of -
of Wash'
__�,20
Q:\WEB\PW\DEVSERVWFORM\aformlistospo.doc 2
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C96390002503
ANDERSON EVELYN F
616 MORRIS AV S
RENTON WA 98055
296390006504
BANK OF NEW YORK
1270 NORTHLAND DR STE #200
MENDOTA HEIGHTS MN 55120
192305907201
BONNELL FAMILY L L C
9631 SE 7TH ST
BELLEVUE WA 98004
182305903805
BRIDGE ROBERT
DBA KCB CO
PO BOX 1055
RENTON WA 98057
784130050502
CHEUNG JOE W
616 SHATTUCK AV S
RENTON WA 98055
182305906600
CUGINI JOSEPHINE EST
P0BOX 359
RENTON WA 98057
296390002008
ARMITAGE KENNETH E
612 MORRIS AV S
RENTON WA 98055
784130053704
BLOOM MICHELLE
RUSSELL PETER
211 SUMMIT AV E #414
SEATTLE WA 98102
192305907003
BP WEST COAST PRODUCTS LLC
6 CENTERPOINTE DR
LA PALMA CA 90623 1066
182305904605
CHAYA BOON+CHIEKO
4567 135TH PL SE
BELLEVUE WA 98006
182305905107
CITY OF RENTON
1055 S GRADY WY
RENTON WA 98055
182305921104
CURRAN PROPERTIES L P
1601 5TH AV #1703
SEATTLE WA 98101
182305913309
WOLF MARK
9076 HOLMAN RD NW
SEATTLE WA 98117
192305903408
BANKER JAMES E+BEVERLY E
405 S 7TH ST #201
RENTON WA 98055
784130051500
BOUTELL J D
628 SHATTUCK AV S
RENTON WA 98055
182305906105
CCS/RENTON HOUSING LIMITED
100 23RD AV S
SEATTLE WA 98144
182305906006
CHICK ABBY PARK
618 SMITHERS AV S
RENTON WA 98055
182305912301
CURRAN PROPERTIES L P
1601 5TH AV #1703
SEATTLE WA 98101
cc
:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
roject\1300 SEPA\Allenmailing list.doc
182305912707 192305905601 784130052508
CUTTING LARRY D EASTLAKE INVESTORS DONNELLY MICHAEL T
2003 SHATTUCK AV S PO BOX 700 KIMPO CYNTHIA M
RENTON WA 98055 MERCER ISLAND WA 98040 23326 SE 16TH PL
ISSAQUAH WA 98029
182305925808
ERNST TRUST WASHINGTON L L
12401 HELENA ST
LOS ANGELES CA 90049
192305902509
EVERGREEN I L L C
PO BOX 880
RENTON WA 98057
192305902400
EVERGREEN I L L C
PO BOX 880
RENTON WA 98057
182305925303 296390010506 182305904407
FACILITIES & OPERATIONS CTR FAKHARZADEH M HADI FAKHARZADEH M HADI
OFFICE OF THE EXECUTIVE DIR PO BOX 78404 PO BOX 78404
300 SW 7TH ST SEATTLE WA 98178 SEATTLE WA 98178
RENTON WA 98055
296390011009 192305903101 296390008500
FAKHARZADEH M HADI FORD LEASING DEVEL CO FAVRO SHEARER A M
PO BOX 78404 C/O CUSHMAN WAKEFIELD INC 613 SMITHERS S
SEATTLE WA 98178 200 SW MARKET ST RENTON WA 98055
PORTLAND OR 97201
296390005001
FRAZIER KIM A
642 MORRIS AV S
RENTON WA 98055
192305906005
KAYE/SMITH MUSIC INC
700 112TH AV NE
BELLEVUE WA 98004
296390004509
GONEDRIDGE ROSS J
2311 CAPITOL WY S
OLYMPIA WA 98501
:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
roject\1300 SEPA\Allenmailing list.doc
296390003006
HALL VIOLA T
620 MORRIS AV S
RENTON WA 98055
296390008005 296390012502
HUYNH HENRY H KATONA B KEVIN
619 SMITHERS AV S 1718 OLYMPIA AV SE
RENTON WA 98055 RENTON WA 98058
182305906501 296390007502 296390011504
KELLY PHILIP W & CATHRINE T MARCH MARY M MADISON GARY P E
629 BURNETT AV S 621 SMITHERS AV 1306 KINGS PL NW
RENTON WA 98055 RENTON WA 98055 BAINBRIDGE WA 98110
784130054009 784130052003
MCKAY CAROLYN K MELD 013500 RUMMCMANUS LINDA M
617 MORRIS
2500 118TH AV SE #16 203 I AV S DAVID M PO BOX 1426
W
RENTON WA 98055
BELLEVUE WA 98004 17 MO RENTON WA 98057
296390013005 784130049504 296390007007
NEAR FRANK J+DONNA J NG JOHN TJI+QIPI NG NELSON KENT R
619 MORRIS AV S 5045 29TH AV S 623 SMITHERS AV S
RENTON WA 98055 SEATTLE WA 98108 RENTON WA 98055
192305903804 784130051005 182305918506
O'FARRELL ROBERTA D ONSTOTT RONALD J OLYMCADE L L C
7626 111 TH PL SE 626 SHATTUCK S 601 SHATTUCK AV S
RENTON WA 98056 RENTON WA 98055 RENTON WA 98055
:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
roject\1300 SEPA\Allenmailing list.doc
+192305902707
PIEROTTI LP
17034 SE 184TH ST
RENTON WA 98058
192305901709
RA MAC INC
4607 FOREST AV SE
MERCER ISLAND WA 98040
915460000507
RENTON FUEL COMPANY L L C
3050 228TH AV SE
SAMMAMISH WA 98075
182305913408
RYAN MARY PATRICIA
PO BOX 336
RENTON WA 98057
296390012007
SANDOVAL STEPHEN R
625 MORRIS AV
SEATTLE WA 98055
182305925105
PUGET SOUND ELECTRICAL AP&
550 SW 7TH ST
RENTON WA 98055
192305909207
RENTON FUEL COMPANY L L C
3050 228TH AV SE
SAMMAMISH WA 98075
296390005506
PRATHER ROBERT D+PRATHER
ELIZABETH J
633 SMITHERS AV S
RENTON WA 98055
182305925204
RADOVICH PROPERTIES L L C
2000 124TH AV NE #13-103
BELLEVUE WA 98005
296390006009 915460017006
ROWDON C. AU & MICHELL T.AU RENTON FUEL COMPANY L L C
8214 127TH AV SE 3050 228TH AV SE
NEWCASTLE WA 98056 SAMMAMISH WA 98075
182305919108
RYAN MARY PATRICIA
PO BOX 336
RENTON WA 98057
192305904406
SFP-A LIMITED PARTNERSHIP
PO BOX 667
PRINEVILLE OR 97754
182305917904
RYAN MARY PATRICIA
PO BOX 336
RENTON WA 98057
784130054504
SCHWARTZENBERGER DENNIS CRA
GREGORY WILLIAM
20106 SE 21 OT"
MAPLE VALLEY WA 98038
:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
roject\1300 SEPA\Allenmailing list.doc
'192305903200
STATE OF WASHINGTON
DIST 1 DEPT TRAN R/E MS 118
15325 SE 30TH PL
BELLEVUE WA 98007
182305909109
SWINHART WILLIAM S+SUSAN K
621 BURNETT AV S
RENTON WA 98055
QT111ii1I1D19S1111
SWEET GREGORY D
622 MORRIS AV S
RENTON WA 98055
296390004004
TEW JEFFREY S
628 MORRIS AV S
RENTON WA 98055
H:File Sys:SWP-2959:SEPA:A11en
Mailing List.doc\tb
179060001007
STRINGFELLOW EWING
PO BOX 393
NORTH BEND WA 98045
784130050007
TARBERT TODD R+NANCY LYNN
7 NEWPORT KEY
BELLEVUE WA 98006
:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
roject\1300 SEPA\Allenmailing list.doc
Renton — SW 7"' Street Storm Drainage Improvement Project
Environmental Review #5 — Construction Mitigation
Description
Project name, size and location of site
Name
SW 7`h Street Storm Drainage Improvement Project
Size
Storm drainage improvements will replace approximately 3,600 lineal feet of the existing
stormwater conveyance system. All improvements will be located on SW 7t' Street
between Lind Avenue and Burnett Avenue. The total area for all drainage basins
draining toward the project is approximately 630 acres.
Location
on
SW 7t" Street between Lind Avenue SW and Burnett Avenue S.
Phasing
It is anticipated the project will be constructed in two phases. Phase I will be from
Morris Ave. S. to Burnett Ave. S. and Phase II will be from Lind Ave. SW to Morris
Ave. S.
Proposed construction dates
Phase I construction is expected to begin in Summer 2003 and be complete by Fall 2003.
Construction on Phase II is expected to begin in Spring of 2004 and be competed by Fall
2004.
Hours of operation
Construction work will occur on weekdays. The City may require the contractor to work
weekends if necessary. Work from Lind Ave. S. to the east side of Rainier Ave. S. may
be done at night between the hours of 7:00 PM to 5:00 AM. Work from the east side of
Rainier Ave. S. to Burnett Ave. S. will be done during normal working hours from 8:30
AM to 3:30 PM unless night time work is warranted.
Proposed hauling/transportation routes
The Contractor shall propose to the City hauling and transportation routes before the
beginning of construction.
Page 1 of 2
SW 7`h Street Storm Drainage Improvement Project
Environmental Review
Measures to be implemented to minimize dust, traffic and transportation impacts,
erosion, mud, noise, and other noxious characteristics
The construction contract will include provisions for dust control during construction.
Normal exhaust emissions from construction equipment, both diesel and gas operated
equipment, is expected during construction. Methods shall be employed on -site as
needed to control any fugitive dust or emissions problems.
A traffic control plan which minimizes the amount of disruption to SW 7`h Street and
adjacent streets shall be provided by the Contractor prior to construction. The plan will
include detour routes and signage directing traffic to and from businesses as necessary
No road closures are anticipated; however, project construction will require closures of
individual lanes, primarily on the north side of the street. The Contractor shall maintain at
least one access point to businesses at all times.
The Contractor shall employ Best Management Practices (BMPs) to minimize the effects
of erosion. The continual use of straw bales, catch basin inserts, etc. shall be required
during construction, as required by the contract. In addition, the project may be
temporarily "shut down" during times of inclement weather conditions.
High noise levels characteristic of construction machinery is to be expected during the
course of construction. The contractor will employ noise abatement measures where
possible to minimize sound levels.
Measures to be implemented to minimize impacts to existing landscaping and
Sidewalk
There will be very minimal impact to existing landscaping and sidewalk. Project
construction will occur primarily within the paved surfaces of the street. A small portion
of the trench excavation will disturb approximately 150 feet of sidewalk and
approximately 2500 SF of grass strips located along the north side of the street and four
evergreen trees. The contract plans will include a requirement for the contractor to
restore all disturbed sidewalk and vegetation to their pre -construction condition. Two
trees are located on Parks Department property on the south side of Burnett Linear Park.
It would be preferred to remove and replace these trees with an acceptable number and
size to satisfy the Parks Department's mitigation requirements. It may be possible to
shift the pipe alignment such that the trees could remain in place; however, this option
will need to be evaluated during design. The two other trees which are located on City
right-of-way west of Smithers Ave. S. will probably need to be removed. These trees
will be replaced if required through the environmental review process.
Any specialty hours proposed for construction or hauling
The City may allow work at night or on weekends as needed to reduce traffic impacts and
minimize disruption to businesses and residents.
Page 2 of 2
SW 7'h Street Storm Drainage Improvement Project
Environmental Review
Preliminary traffic control plan
A traffic control plan which minimizes the amount of disruption to SW 7`h Street and
adjacent streets shall be provided by the Contractor prior to construction.
Page 3 of 2
SW 7 h Street Storm Drainage Improvement Project
Environmental Review
�QB ,,.,. BRIDGE A,%)TO CENTER
TOYOTA • GMC TRUCK • PONTIAC
Mr. Jason Jordan
14VELOPMENT
PLANN!NO
Project Planner
01TY OF RENTON
Dev. Services Division
MAR 3 2003
City of Renton
1055 South Grady Way
RECEIVED
Renton, WA 98055
RE: SW 7TH Street Storm Drainage Improvement Project; LUA-03-016 ECF
Dear Mr. Jordan:
I recently received a copy of the City's Notice of Application and Proposed
Determination of Non -Significance, a document that briefly describes storm drainage
improvements that the City of Renton ("City") is planning to construct on SW 7`h Street.
I am concerned that the project will cause significant access and traffic safety problems,
excessive noise and excessive dust. These significant impacts will harm my business, my
employees and my customers. Loss of business will also harm the City and diminish its
income stream from taxes on automobile sales. These tax revenues currently provide the
City $55,250 a month. It is my hope and expectation that by bringing these matters to the
City's attention, the City will work with me to address these concerns.
I am in the process of gathering more information about this project. I have a meeting
scheduled later this week with Mr. Allen Quynn. As I learn more, I may have additional
comments and concerns. Please add my name to the list of interested parties so that I am
sure to receive notice of all further actions that the City intends to undertake with regard
to this matter.
What is at Risk? I am a long-time member of the Renton business community. I have
operated car dealerships in Renton for approximately 21 years. My current dealerships
include Bob Bridge Toyota and Bob Bridge Pontiac GMC, both located on SW 7TH. The
City's proposed project, as I understand it, will impact the both dealerships due to the
proximity and magnitude of the City's proposed construction work on SW 7`h
Approximately 11,000 vehicles a month enter and exit the dealership via SW 71h Street
driveways. The dealership generates sales of $6,500,000 a month, and from this revenue,
the City receives $55,250 a month in taxes. I am advised that the City is required by law
to mitigate the impacts of its construction project. However, apart from what mitigation
is required, the City's sales tax revenues from this dealerships normal business operation
provide a significant financial incentive for the City to mitigate the impacts of its project.
A significant decrease is sales will occur (as much as one third) without an effective plan
that minimizes construction impacts. Our corresponding loss of revenue would result in a
direct loss of tax revenue to the City of $18,400 a month.
150 SW 7th • P.O. Box 1055 • Renton, WA 98057 • (425) 228-4700 • (206) 772-5801
However, more is at stake than sales revenue and City tax revenues. Bob Bridge Toyota
employs 100 people. Nearly all employees at Bob Bridge Toyota (Sales & Service) are
paid on a commission basis. A drop in sales of this magnitude would devastate their
family budgets. Many of my employees live right here in Renton. The City must also
consider the safety and well being of the thousands of customers who will visit the
dealership when SW 7 h Street is under construction. They will need to be made aware of
the City's construction plans; they will need clear and sufficient signage to guide them in
and out of the dealership; they will need a safe and reliable means of vehicular access to
and from the dealership.
What Is Causing The Problem? The problems presented by this project are all attributed
to construction impacts. These include:
• Traffic impacts (the safety and convenience of customers and employees traveling
to and from the dealership)
�i • Access (there will be no access from SW 71h during construction —a primary
access point for the dealership —and impaired access from other locations)
• Fugitive dust omissions (impacting vehicles on the lot)
Excessive construction noise (impacting customers and employees on the lot.
Fortunately, these types of problems are readily addressed with reasonable measures that
can be put in place by the City during the period of construction.
How Can The Impacts Be Mitigated? Public works projects are important for the well
being of the community, and I take no issue with the fact that the drainage improvements
in question are needed. I have given some thoughts as to the type of measures that would
allow the city to proceed with this project in a timely manner, and that would be cost
effective in light of our mutual interest in sustaining business and tax revenues during the
course of construction. Here are some specific suggestions that I would ask the City to
consider as ways to mitigate the construction impacts of its project:
S • The City should 9rovide either highly visible, secure, illuminated signs at the
corners of SW 7 Street and Hardie and Hardie and Martin Luther King —OR -a
construction worker (flagger) with signage at SW 7`h and Hardie directing
customers and employees to turn to Hardie to enter the dealership. Notice should
be also posted at the Rainier and SW 71h Street intersection regarding access to the
GMC showroom.
�' • Installation of a temporary stop sign on Hardie (as indicated on the attached map)
is needed to facilitate customers and employees safely entering and leaving the
property. This would enable vehicles to safely turn left on Hardie toward Martin
Luther King Drive.
��, • At all times, the City's construction plans must leave one of the 7ch Avenue
driveways open. At high traffic times, a flagger should be positioned at that
driveway on SW 7ch so consumers and employees could get out onto SW 7ch
street.
NDust and dirt attributable to the project will result in above normal car washing
and a significant cost to the dealership. We would expect the City to pay for this
additional cost, on an as needed basis, which I estimate to be $1.25 a vehicle or
$750.00 a day.
-A • While project construction is within 200 yards of or in from of Bob Bridge
Toyota, the City should work only between the hours of 10:00pm and 6:00am.
This would greatly reduce the traffic and noise impacts. 9 . w d M
These are reasonable measures, and are measures that I would expect the City to
implement as part of its plan to mitigate construction impacts. I also am a firm believer
in letting people know of potential difficulties ahead of time, so that they may plan
accordingly. Bob Bridge currently has 22,100 active customers. I would ask that the
N� City bear the cost of an informative mailing before project starts (recommending they
enter Bob Bridge from martin Luther King, thereby taking thousands of vehicles per
month off SW 7ffi Street). The mailer could also be used to offer a financial incentive
�d (such as 50% off an oil change) to induce customers to come to the dealership during the
construction period. By participation in such an incentive program, the City could help
offset the impact of its project to the business and, in so doing, support its own tax
revenues. June, July, and August are the sales months that make or break the company as
well as each employee's financial year. W,; all need Renton's planning and financial
support during this trying time.
I trust that you will give this matter your careful consideration. By working together, we
can address these concerns and begin planning for a challenging summer.
Si erely,
Robert J. Bridge
President
Bob Bridge Toyota, Pontiac, GMC
RJB/LT
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(H) is location a full time person or illuminated sign be positioned directing Bob Bridge
Toyota, Pontiac, GMC to turn right to enter dealership from Hardie
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61 CITY OF RENTON
..LL Planninouilding/PublicWorks Department
J Tanner, Mayor Gregg Zimmerman P.E., Administrator
May 22, 2003 CITY OF RENTON
RECEIVED
Robert J. Bridge, President MAY 2 3 2003
Bob Bridge, Inc.
P.O. Box 1055 BUILDING DIVISION
Renton, WA 98057 q
RE: LETTER OF AGREEMENT REGARDING SW 7th STREET STORM
DRAINAGE IMPROVEMENT PROJECT-- RESPONSE TO CONSTRUCTION
IMPACTS
Dear Mr. Bridge:
In response to your letter dated March 3, 2003, the City of Renton ("City") agrees to incorporate the
following actions to minimize construction impacts in the project area. In consideration of these
commitments, Bob Bridge, Inc. ("Bob Bridge") agrees not to appeal the DNS issued for the project
on May 6, 2003 (per application LUA-03-016 ECF).
Project Phasing
The project phasing has been changed to minimize impacts to businesses in the project area. The
project will be constructed in two phases (see Attachment A, project area map). Phase I of the
project is scheduled to be completed this summer (2003) between Morris Ave. S. and Burnett Ave.
S. Phase II includes the remaining portion of the project from Lind Ave. S. to Morris Ave. S. along
SW 7th St. and is scheduled for construction in 2004. These schedules are tentative and subject to
possible delays.
Signage at Hardie Avenue SW
The contract plans and specifications will require high visibility, illuminated signs to be placed at the
corners of SW 7th St. and Hardie, Hardie and Martin Luther King and Rainier and SW 7th St. The
signs will contain specific wording directing customers and employees to turn onto Hardie Ave. to
access the Toyota dealership and onto Rainier to access the GMC dealership. In addition, the
contractor will place detour signs with directions to local business access in strategic intersections in
the area informing drivers of construction on SW 7th St. These requirements for signage will be
included in the Contractor's final traffic control plan for the project that will be reviewed and
approved by the City.
Temporary Sign at Hardie Avenue SW
The City will require the contractor to place a sign on Hardie Ave. SW directing customers and
employees to turn left onto Hardie Ave. SW from the dealership parking lot. This requirement for
signage will also be included in the Contractor's final traffic control plan for the project that will be
reviewed and approved by the City.
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Im
Project\1003 City Correspondence\BA0313900210.0.DOC
T1 l T T !1 1 T
1055 South Grady Way - Renton, Washington 98055 1\ r 1N 1 V 1N
® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE
May 22, 2003
Page 2
Dealership Access
At least one access point along your business frontage on SW 7th St. will be maintained at all times
during construction. Flaggers will be provided to direct customers to and from your business during
construction working hours. These requirements for access and flaggers will be included in the
Contractor's final traffic control plan for the project that will be reviewed and approved by the City.
Dust and Dirt
The City will require the contractor to implement dust control measures for the duration of the
project. These measures will include using water to dampen dry excavated material, frequent street
sweeping, and cleaning up loose material from the work area at the end of the workday. These
measures will be evaluated as the project construction progresses to determine effectiveness and may
result in additional measures to control dust to an acceptable level.
Nighttime Construction
The City's Surface Water Utility will be applying for and will use its best efforts to obtain a variance
from the City's noise ordinance that, if approved, will allow for nighttime construction between Lind
Ave. S. and approximately 100 feet on the east side of Rainier Ave. S. The City desires to retain
some flexibility in working with its contractor to schedule nighttime construction in this area.
However, subject to obtaining the above -referenced noise variance, beginning at a point on SW 7th
St. that is approximately 250 feet west of the Toyota dealership, and extending along SW 7th St. to a
point that is approximately 100 feet east of the intersection of SW 7th St. and Rainier Ave.,
nighttime construction hours will begin at 9:00 PM and extend until 6:30 AM, Monday through
Friday. The area that is subject to the 9:00 PM to 6:30 AM restriction is designated on
Attachment A as the area extending between Point A and Point B. Should the City desire to
undertake nighttime construction activities in this area on weekends (i.e. Saturday or Sunday) the
City may do so, so long as such nighttime construction occurs after 9:00 PM and is concluded by
6:30 AM the following day. The City reserves the right to depart from the 9:00 PM to 6:30 AM
nighttime construction restriction if and only if as necessary for the City to respond to an emergency
threatening damage or injury to persons or to property.
Work during these hours will significantly reduce traffic impacts and access issues. Traffic control
devices will be removed and all lanes of traffic will be open for service by 6:30 AM, unless
emergency or unforeseen events occur. Because your dealership closes at 10:00 PM and nighttime
construction will begin at 9:00 PM there will be a window of one hour where noise will be an issue.
The majority of the work will be done during non -business hours (10:00 PM - 5:00 AM). However,
to minimize noise levels to the greatest extent possible, the City will require noise abatement
measures to be employed by the contractor. The primary sources of high noise levels will come
from the power generators and the construction equipment backup warning alarms. The generators
can be mitigated somewhat by utilizing a "whisper quiet generator" or a power drop assembly.
Unfortunately, the backup alarm sound levels cannot be reduced due to OSHA regulations; however,
these noise levels are only intermittent.
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Page 3
As noted above, nighttime construction is dependent upon the City's approval of a noise ordinance
variance. Prior to applying for this variance, the City will contact Bob Bridge, providing notice of
any opportunity for public comment. Bob Bridge will use its best efforts to support the City's
request for a noise variance. The City shall also notify Bob Bridge of any pre -construction meetings
with its contractor, and any routine construction progress meetings. Bob Bridge shall be allowed to
attend such meetings subject to such reasonable rules and procedures, as may be determined by the
City for the conduct of such meetings. Because Phase II of the project along your business frontage
will be constructed next year, our goal will be to start the construction as early as possible in the
spring to allow the construction in front of Bob Bridge Toyota to be completed in early summer.
This schedule, if realized, will help to minimize impacts to the dealership during the peak sales
months of late June, July and August.
Informative Mailings
Well in advance of the start of project construction, the City will provide information on its website
as well as other media sources such as the Renton Reporter. Project information will include
approximate start and end dates, working hours, as well as recommended detour routes, and access
points to various business.
The City recognizes the importance of your business to the City of Renton. Every effort will be
made to minimize the construction impacts of this project. As you know, this project is very
complex and it will take all of the parties, businesses, residents and the City working together to
make the project happen as smoothly as possible. The City and Bob Bridge commit to working
cooperatively with each other during the project construction consistent with the intent and purpose
of this agreement.
Sincerely,
„U c Gam`"
Gregg Zimm rman, P.E., Administrator
Planning/Building/Public Works Department
ACCEPTED BY: BOB BRIDGE, INC.
By 1��4 � /, ,,A --I
Robert J. bridge
Its President
Dated this ��ay of May, 2003.
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
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