HomeMy WebLinkAboutWWP273685 (4)Washington
Department of
FISH and
WILDLIFE
HYDRAULIC PROJECT APPROVAL
RCW 77.55.021 - See appeal process at end of HPA
Issue Date: May 27, 2014
Project Expiration Date: May 26, 2019
PERMITTEE
City of Renton
ATTENTION: John Hobson
1055 S Grady Way 5th Fir
Renton, WA 98057
425-430-7279
Control Number:
FPA/Public Notice #:
North Puget Sound
16018 Mill Creek Boulevard
Mill Creek, WA 98012-1296
(425) 775-1311
133682-1
N/A
AUTHORIZED AGENT OR CONTRACTOR
Project Name: Trenchless Conduit Crossing
Project Description: Sewer main permanently contained within a steel casing over existing an
unnamed tributary to Lake Washington.
PROVISIONS
1. TIMING LIMITATIONS: The project may begin immediately and shall be completed by May 26,
2019.
2. Work shall be accomplished per plans and specifications approved by the Washington
Department of Fish and Wildlife entitled, "SOUTH 132ND STREET SEWER EXTENSION
PROJECT', except as modified by this Hydraulic Project Approval. A copy of these plans shall be
available on site during construction.
3. Support structures for the aerial conduit crossing shall be located and armored to prevent scour
or undermining.
4. Conduit alignment shall be as nearly perpendicular to the stream as possible.
5. Excess spoils shall be disposed of so they will not enter the stream.
6. Disturbance of the streambanks and their associated vegetation shall be limited to that
necessary to perform the project. Prior to December 31 of the year of conduit installation, the
disturbed areas of woody vegetation shall be revegetated with native or other woody species.
Plantings shall be maintained as necessary for three or more years to ensure 80 percent or greater
survival of each species or a contingency species approved by the Area Habitat Biologist (AHB)
listed below.
7. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or
water quality problems develop (including equipment leaks or spills), immediate notification shall be
made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB.
8. Erosion control methods shall be used to prevent silt -laden water from entering the stream.
These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds,
check dams of pea gravel -filled burlap bags or other material, and/or immediate mulching of
Page 1 of 4
Washington
Department of
FISH and
WILDLIFE
HYDRAULIC PROJECT APPROVAL
RCW 77.55.021 - See appeal process at end of HPA
Issue Date: May 27, 2014
Project Expiration Date: May 26, 2019
exposed areas.
Control Number:
FPA/Public Notice #
North Puget Sound
16018 Mill Creek Boulevard
Mill Creek, WA 98012-1296
(425) 775-1311
133682-1
N/A
9. Prior to starting work, the selected erosion control methods (Provision 8) shall be installed.
Accumulated sediments shall be removed during the project and prior to removing the erosion
control methods after completion of work.
10. Wastewater from project activities and water removed from within the work area shall be routed
to an area landward of the ordinary high water line to allow removal of fine sediment and other
contaminants prior to being discharged to the stream or wetlands associated with the stream.
11. All waste material such as construction debris, silt, excess dirt or overburden resulting from this
project shall be deposited above the limits of floodwater in an approved upland disposal site.
12. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement,
sediments, sediment -laden water, chemicals, or any other toxic or deleterious materials are allowed
to enter or leach into the stream or wetlands associated with the stream.
PROJECT LOCATIONS
Location #1 Approx. 8223 S 132nd St
WORK START: May 27, 2014
IWORK END: May 26, 2019
WRIA:
Waterbody:
Tributary to:
08.6007
Lake Washington
Ship Canal
1/4 SEC:
Section:
Township:
Range:
Latitude:
Longitude:
County:
NE 1/4
13
23 N �04
E
N 47.484094
W 122.228566
King
Location #1 Driving Directions
from 1-405 take exit 5, merge onto NE Park Dr,
continue onto Logan Ave N, take slight right onto Airport Way,
continue onto Renton Ave Extension, continue
onto Renton Ave S, turn left onto 132nd St. Third parcel on left. The
stream is an unnamed tributary.
APPLY TO ALL HYDRAULIC PROJECT APPROVALS
This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code,
specifically Chapter 77.55 RCW (formerly RCW 77.20). Additional authorization from other public agencies may be
necessary for this project. The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying
for and obtaining any additional authorization from other public agencies (local, state and/or federal) that may be
necessary for this project.
This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the
person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work.
Page 2 of 4
Washington
Department of
FISH and
WILDLIFE
HYDRAULIC PROJECT APPROVAL
RCW 77.55.021 - See appeal process at end of HPA
Issue Date: May 27, 2014
Project Expiration Date: May 26, 2019
This Hydraulic Project Approval does not authorize trespass.
Control Number:
FPA/Public Notice #:
North Puget Sound
16018 Mill Creek Boulevard
Mill Creek, WA 98012-1296
(425) 775-1311
133682-1
N/A
The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held
liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this
Hydraulic Project Approval.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one
hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or
revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The
person(s) to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for
filing appeals are listed below.
MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing
or to the plans and specifications approved in this HPA. A minor modification to the required work timing means up to a
one -week deviation from the timing window in the HPA when there are no spawning or incubating fish present within
the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor
modification of the plans and specifications means any changes in the materials, characteristics or construction of your
project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of
the HPA to mitigate the impacts of the modification. Minor modifications do not require you to pay additional application
fees or be issued a new HPA. To request a minor modification to your HPA, submit a written request that clearly
indicates you are requesting a minor modification to an existing HPA. Include the HPA number and a description of the
requested change and send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia,
Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. Do not include payment with your request. YOL
should allow up to 45 days for the department to process your request.
MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA.
Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you paid an
application fee for your original HPA you must include payment of $150 with your written request or request billing to an
account previously established with the department. If you did not pay an application fee for the original HPA, no fee is
required for a change to it. To request a major modification to your HPA, submit a written request that clearly indicates
you are requesting a major modification to an existing HPA. Include the HPA number, check number or billing account
number, and a description of the requested change. Send your written request and payment, if applicable, by mail to:
Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. If you are charging the
fee to a billing account number or you are not subject to the fee, you may email your request to
HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request.
APPEALS INFORMATION
If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA),
Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who
issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for
further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages
you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process
includes a review by department management of the HPA or denial and often resolves issues faster and with less legal
complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may
advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more
information.
A. INFORMAL APPEALS: WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW
actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The
following information summarizes that rule.
Page 3 of 4
Washington
Department of
FISH and
WILDLIFE
HYDRAULIC PROJECT APPROVAL
RCW 77.55.021 - See appeal process at end of HPA
Issue Date: May 27, 2014
Project Expiration Date: May 26, 2019
Control Number:
1110_1/1II171r.LGi=2 J
North Puget Sound
16018 Mill Creek Boulevard
Mill Creek, WA 98012-1296
(425) 775-1311
133682-1
N/A
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal
appeal of that action. You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife
HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091; e-mail to
HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand -delivery to the Natural Resources Building, 1111
Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you
receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated
through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution
is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals
Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you
are not satisfied with the results of the informal appeal, you may file a request for a formal appeal.
B. FORMAL APPEALS: WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions
taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following
information summarizes that rule.
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal
appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings
Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve
WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North,
Olympia, Washington 98501-1091; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand -delivery to
the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a
formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you
may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in
response to the informal appeal.
C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the
WDFW action shall be final and unappealable.
ENFORCEMENT: Sergeant Chandler (34) P3
Habitat Biologist p✓ for Director
Larry Fisher 425-313-5683WDFW
CC:
Page 4 of 4
FINANCE AND INFORMATION SERVICES
DEPARTMENT
M E M O R A N D U M
DATE: May 28, 2014
TO: Casaundra Commodore, Finance & Information Services
Department
FROM: Kris Sorensen
SUBJECT: Re: INTERFUND TRANSFER REQUEST
Instructions: Please note that failure to provide all digits will result in processing
delays. All Signatures and correct documentation must be included.
Please prepare the followine inter -fund transfer:
Deoartment CharLyed:
Account Number
Project, function, task, sub -task
Description
Amount
426.465500.018.594.35.63.000/U45500
South 132 nd St Sewer Extension
Environmental fee
$1,000.00
426.465500.018.594.35.63.000/U45500
South 132nd St Sewer Extension
Variance fee
$1,200.00
426.465500.018.594.35.63.000/U45500
Technology fee
$66.00
Total
$2,266.00
1
APPROVAL SIGNATURE:
Printed Name David Christensen
CREDIT:
Date May 28, 2014
Account Number
Project, function, task, sub -task
Description
Amount
000.000000.007.345.81.04.000
South 132nd St Sewer Extension
Environmental fee
$1,000.00
000.000000.007.345.81.16.000
South 132nd St Sewer Extension
Variance fee
$1,200.00
503.000000.004.322.10.00.000
Technology fee
$66.00
Total
$2.266.00
Reason:
Note: Documentation to support this transfer request must be attached and all signatures are required.
Cash Transfer Form/Finance/bh Revised 01/09
Washington Department of
FISH and WILDLIFE
HYDRAULIC PROJECT APPROVAL
SIMPLIFIED APPLICATION
WASHINGTON DEPARTMENT
OF FISH AND WILDLIFE
Date Received:
HPA#:
ONLY
NOTE: If you need to fill out a Joint Aquatic Resources Permit Application (JARPA) because your
project requires a federal permit, please discontinue using this form and submit the completed JARPA
instead. The JARPA form is available at www.epermitting.org. You can find more information about
federal permits at http://apps.ecy.wa.gov/opas/index.asp.
Project Type
Please indicate what type of project you are requesting review of (check all that apply):
❑
Road maintenance work (Plans required)
❑
Dock maintenance/repair (Plans required)
❑
Mineral prospecting (Plans required)
❑
Scientific instrument installation
❑
Beaver dam modification (Plans required)
®
Trenchless conduit (utility) crossing (Plans required)
❑
Repositioning or removal of large wood
❑
Fish screen maintenance or replacement (Plans required)
Project Plans
Please attach project plans if the box checked above indicates such. You can find more detail on project plans
requirements at http://wdfw.wa.gov/licensing/hpa/hpa_criteria.htmi.
Applicant Last Name
Applicant First Name
Middle Initial
Hobson
John
Organization Name
City of Renton
Applicant Mailing Address (Street or PO Box)
1055 S. Grady Way, 51h Floor
City
State
Zip
Renton
WA
98057
Phone (Home)
Phone (Cell)
Phone (Work)
E-mail
425.430.7279
jhobson@rentonwa.gov
Project Description .
Summary of project:
See attached project narrative.
Will you be operating equipment in water? If yes, what type of equipment?
No.
When do you plan to do the work?
Summer 2014
HPA SIMPLIFIED APPLICATION Version 1.0 Page 1 of 3
How will you accomplish the work and minimize impacts to fish life and fish habitat?
Several options to the current design were investigated for feasibility and environmental impacts. The proposed
alignment location was chosen as it has the least impact to the stream as well as its surrounding buffers. The
proposed sewer main cannot be buried under the stream due to the depth of the existing sewer main that it will
be connecting to. The proposed sewer main will be permanently contained within a steel casing over the
existing stream. In designing the final alignment, the pipe supports were placed as close to the outer buffer
limits as possible on the west side of the stream. The support is outside of the buffer on the east side of the
stream. The footprint of each support was also held to minimum size needed to support the pipe and casing on
each side of the stream. No impacts to the stream are anticipated.
Project Site Location (If multiple project sites, attach additional site location information separately)
County and Waterbody Name King/Unnamed
Driving Directions from 1-405, take exit 5; merge onto
NE Park Dr, continue onto Logan Ave N, take slight
Site Address Apx. 8223 S. 132�d Street Renton, WA
right onto Airport Way, continue onto Renton Ave
Extension, continue onto Renton Ave S., turn left onto
132nd Street. Third parcel on the left.
Township
Range
Section
Quarter Section
23
04
13
NE
State Environmental Policy Act (SEPA)
Please attach your State Environmental Policy Act (SEPA) determination for the project. If your project does not require
SEPA review, please attach written documentation from your lead agency (usually city or county) stating the SEPA
exemption. For more information on SEPA go to: www.ecy.wa.gov/programs/sea/sepa/e-review.html
Signature and $150 Payment (See Fee Exemptions below)
® $150 check payable to Washington Dept. of Fish & Wildlife attached. (Check # 3Z ?ZSJ )
❑ Charge to billing account under agreement with WDFW. (Agreement # )
❑ My project is exempt from the application fee. (Check appropriate exemption)
❑ HPA processing is conducted by applicant -funded WDFW staff.
(Agreement # )
❑ Mineral prospecting and mining.
❑ Project occurs on farm and agricultural land.
(Attach a copy of current land use classification recorded with the county auditor, or other proof of current land use.)
❑ Project is a modification of an existing HPA originally applied for prior to July 10, 2012.
(HPA # )
I hereby certify that this application is made with the consent of the lawful property owner(s) and that all information
submitted with this application is complete and correct. False statements, errors, and/or omissions may be sufficient cause
for denial of the request. I consent to representatives of the Washington Department of Fish and Wildlife entering and
inspecting the project area(s) listed above and any work or equipment related to the project. Such inspections shall occur at
reasonable times, and if practical, with prior notice.
John Hobson
4/21/2014
Applicant Printed Name
%Applicant Signature
Date
Submitting Application
Mail, hand deliver, FAX, or email the completed application, attachments, and if required your $150 payment to:
HPA SIMPLIFIED APPLICATION Version 1.0 Page 2 of 3
PLEASE DETACH BEFORE DEPOSITING
CITY OF RENTON, WA 98055
:,:U.S.-BANK'OF WASHINGTON 19-10
�RENTON BRANCH, -1250
WENDOR4.�.'
a
CVIECK,A MOWNT
.
088104
L.04/310/2014
.329251
150.00.
ACCOUNTS PAYABLE CHECK
NO.329251
Mki PT ib kftj,�4�
N DIsc6CJ TIRETAINV
Permit Fee
04/21/2014
S. 132nd Street Hydraulic Approval
0.00
150.00
150.00
Check Request for Non Vendor Refund or Reimbursement
This form is to be used only for one time vendors. Please contact -Accounts Payable if you have
any questions regarding one time vendors.
Check will be included in the nest scheduled A/P check run and mailed after Council approval.
Check Request Info: Date of request:
4/22/2014
Requestor's name: Requestor's departtnent/division: Requestor's ext. #:
John Hobson Public Works / Utility Systems 7279
Payable to:
Washington Department of Fish and Wildlife
Mail address for check:
Check amount: Account number(s) to charge: Amount per account #:
$150.00 426.465500.018.594.35.63.000/u45500
Reason for refund or reimbursement:
Hydraulic Project Approval Permit Fee
Check handling request:
Send check to John Hobson for inclusion with permit application
*Approval Signature:
eq'iuestor's qViartmeryAlministrator,
ivisi n hector ignee:
Signature:
type nampof signer on above line
Date:
The person approving this check request must be an authorized signer.
\\renton\data\Piaz7a\DATA_Center\Forms\Finance\2007_Check Request for Non Vendor Refund or Reimbursement (online typeable).doc Online Ttpeable Form, Jul}• 2007
Denis Law
Mayor
City of
ti Y O�
Department of Community and Economic Development
April 9, 2014 C.E."Chip"Vincent, Administrator
Johh Hobson
City of Renton Wastewater Utility
1055 S. Grady Way
Renton, WA 98055 RECEIVED
Rebecca Saur APR 10 2014
Stantec
11130 NE 33rd PI. CITY OF RENTON
Bellevue, WA 98004 UTILITY SYSTEMS
Subject: Notice of Complete Application
John Stewart Side Sewer Extension, LUA14-000453
Dear Mr. Hobson and Ms. Saur:
The Planning Division of the City of Renton has determined that the subject application
is complete according to submittal requirements and, therefore, is accepted for review.
It is tentatively scheduled for consideration by the Environmental Review Committee on
April 28, 2014. Prior to that review, you will be notified if any additional information is
required to continue processing your application.
Please contact me at (425) 430-6593 if you have any questions.
Sincerely,
je�-4-0'r S-00���
Kris Sorensen
Associate Planner
cc: John Stewart / Owner(s)
Renton City Hall . 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
DEPARTMENT OF COMMUNITY "C�tyof,
AND ECONOMIC DEVELOPMENT., 7-
ot
SUBMITTAL REQUIREMENTS
ENVIRONMENTAL REVIEW
Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
www.rentonwa.gov
PURPOSE: To evaluate the environmental impacts of a proposal and to identify methods to reduce
those impacts. During this review process environmental values are considered as well as technical and
economic considerations.
FREE CONSULTATION MEETING: Prior to submitting an application, the applicant should informally
discuss the proposed development with the Planning Division. The Planning Division will provide
assistance and detailed information on the City's requirements and standards. Applicants may also take
this opportunity to request the waiver of the City's typical application submittal requirements, which
may not be applicable to the specific proposal. For further information on this meeting, see the
instruction sheet entitled "Submittal Requirements: Pre -Application."
APPLICATION SCREENING: Applicants are encouraged to bring in one copy of the
application package for informal review by staff, prior to making the requested number of
copies, colored drawings, or photo reductions. Please allow approximately 45 minutes for
application screening.
COMPLETE APPLICATION REQUIRED: In order to accept your application, each of the numbered items
must be submitted at the same time. If you have received a prior written waiver of a submittal item(s)
during a pre -application meeting, please provide the waiver form in lieu of any submittal item not
provided. All plans and attachments must be folded to a size not exceeding 8% by 11 inches.
APPLICATION SUBMITTAL HOURS: Applications should be submitted to Development Services staff at
the 6th floor counter of Renton City Hall, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M.
Monday through Friday. Please call your assigned project manager to schedule an appointment or call
(425) 430-7200 extension 4 to reach the Planning Division. Due to the screening time required,
applications delivered by messenger cannot be accepted.
ADDITIONAL PERMITS: Additional permits from other agencies may be required. It is the applicant's
responsibility to obtain these other approvals. Information regarding these other requirements may be
found at http://apps.ecy.wa.gov/opas/
All Plans and Attachments must be folded 8 %"by 11"
s.
r_11JKA-11drQakyjr_1%94:1r_1I"
1. ❑ Pre -Application Meeting Summary: If the application was reviewed at a "pre -
application meeting", please provide 5 copies of the written summary provided to you.
2. ❑ Waiver Form: If you received a waiver form during or after a "pre -application meeting",
please provide 5 copies of this form.
3. ❑ Land Use Permit Master Application Form: Please provide the original plus 11 copies
of the COMPLETED City of Renton Planning Division's Master Application form.
Application must have notarized signatures of ALL current property owners listed on
the Title Report. If the property owner is a corporation, the authorized representative
must attach proof of signing authority on behalf of the corporation. The legal
description of the property must be attached to the application form.
4. ❑ Environmental Checklist: Please provide 12 copies of the Environmental Checklist.
Please ensure you have signed the checklist and that all questions on the checklist have
been filled in before making copies. If a particular question on the checklist does not
apply, fill in the space with "Not Applicable".
5. ❑ Project Narrative: Please provide 12 copies of a clear and concise description of the
proposed project, including the following:
• Project name, size and location of site
• Land use permits required for proposed project
• Zoning designation of the site and adjacent properties
• Current use of the site and any existing improvements
• Special site features (i.e. wetlands, water bodies, steep slopes)
• Statement addressing soil type and drainage conditions
• Proposed use of the property and scope of the proposed development
• For plats indicate the proposed number, net density and range of sizes (net
lot area) of the new lots
• Access
• Proposed off -site improvements (i.e. installation of sidewalks, fire hydrants,
sewer main, etc.)
• Total estimated construction cost and estimated fair market value of the
proposal
• Estimated quantities and type of materials involved if any fill or excavation is
proposed
• Number, type and size of any trees to be removed
• Explanation of any land to be dedicated to the City
• Any proposed job shacks, sales trailers, and/or model homes
• Any proposed modifications being requested (include written justification)
For projects located within 100 feet of a stream or wetland, please include:
• Distance in feet from the wetland or stream to the nearest area of work
For projects located within 200-feet of Black River, Cedar River, Springbrook Creek, May
Creek and Lake Washington please include the following additional information:
http://rentonwa.gov/uploadedFiles/Business/PBPW/DEVSERV/FORMS_PLANNING/envrev.doc - 2 - 03/12
• Distance from closest area of work to the ordinary high water mark.
• Description of the nature of the existing shoreline
• The approximate location of and number of residential units, existing and
potential, that will have an obstructed view in the event the proposed
project exceeds a height of 35-feet above the average grade level
6. ❑ Rezone, Variance, Modification, or Conditional Use Justification: Please contact the
Planning Division to determine whether your project proposal triggers any additional
land use permits. If so, additional information may be required.
7. ❑
Construction Mitigation Description: Please provide 5 copies of a written narrative
addressing each of the following:
• Proposed construction dates (begin and end dates)
• Hours and days of operation
• Proposed hauling/transportation routes
• Measures to be implemented to minimize dust, traffic and transportation
impacts,
erosion, mud, noise, and other noxious characteristics
• Any special hours proposed for construction or hauling (i.e. weekends, late
nights)
• Preliminary traffic control plan
If your project requires the use of cranes, please contact the City's Airport Manager at
(425) 430-7471 to determine whether Federal Aviation Administration notification will
ti
be required.
8. ❑
Fees: The application must be accompanied by the required application fee (see Fee
Schedule). Please call (425) 430-7200 to verify the exact amount required. Checks
should be made out to the City of Renton and cannot be accepted for over the total fee
amount.
9. ❑ Density Worksheet: Please submit 12 copies of a completed density worksheet for all
residential projects.
10. ❑ Neighborhood Detail Map: Please provide 12 copies of a map drawn at a scale of 1" _
100' or 1" = 200' (or other scale approved by the Planning Division) to be used to
identify the site location on public notices and to review compatibility with surrounding
land uses. The map shall identify the subject site with a much darker perimeter line
than surrounding properties and include at least two cross streets in all directions
showing the location of the subject site relative to property boundaries of surrounding
parcels. The map shall also show: the property's lot lines, lot lines of surrounding
properties, boundaries of the City of Renton (if applicable), north arrow (oriented to the
top of the plan sheet), graphic scale used for the map, and City of Renton (not King
County) street names for all streets shown. Please ensure all information fits on a single
map sheet.
Kroll Map Company (206-448-6277) produces maps that may serve this purpose or you
may use the King County Assessor's maps as a base for the Neighborhood Detail Map.
http://rentonwa.gov/uploaded Files/Business/PBPW/DEVSERV/FORMS_PLANNING/envrev.doc - 3 - 03/12
Additional information (i.e. current city street names) will need to be added by the
applicant.
11. ❑ Site Plan: Please provide 12 copies of a fully -dimensioned plan sheet drawn at a scale of
1"=20' (or other scale approved by the Planning Division). We prefer the site plan be
drawn on one sheet of paper unless the size of the site requires several plan sheets be
used. If you are using more than a single plan sheet, please indicate connecting points
on each sheet.
The Site Plan should show the following:
• Name of proposed project
• Date, scale, and north arrow (oriented to the top of the paper/plan sheet)
• Drawing of the subject property with all property lines dimensioned and
names of adjacent streets
• Widths of all adjacent streets and alleys
• Location of all existing public improvements including, but not limited to,
curbs, gutters, sidewalks, median islands, street trees, fire hydrants, utility
poles, etc., along the full property frontage
• Location and dimensions of existing and proposed:
1. structures
2. parking, off-street loading space, curb cuts and aisle ways
3. fencing and retaining walls
4. free-standing signs and lighting fixtures
5. refuse and recycling areas
6. utility junction boxes and public utility transformers
7. storage areas and job shacks/sales trailers/model homes
• Location and dimensions of all easements referenced in the title report with
the recording number and type of easement (e.g. access, sewer, etc.)
indicated
• Location and dimensions of natural features such as streams, lakes, required
buffer areas, open spaces, and wetlands
• Ordinary high water mark and distance to closest area of work for any
project located within 200-feet from a lake or stream
12. ❑ Landscape Plan, Conceptual: Please provide 5 copies of a fully -dimensioned plan drawn
at the same scale as the project site plan (or other scale approved by the Planning
Division), clearly indicating the following:
• Date, graphic scale, and north arrow
• Location of proposed buildings, parking areas and access, and existing
buildings to remain
• Names and locations of abutting streets and public improvements, including
easements
• Existing and proposed contours at two -foot intervals or less
• Location and size of planting areas
• Location and height of proposed building
• Location and elevations for any proposed landscape -related structures such
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as arbors, gazebos, fencing, etc.
• Location, size, spacing and names of existing (to remain) and proposed
shrubs, trees, and ground covers. locations of decorative rocks or landscape
improvements in relationship to proposed and existing utilities and
structures
• For wireless communication facilities, indicate type and locations of existing
and new plant materials used to screen facility components and the
proposed color(s) for the facility
13. ❑ Topography Map: Please provide 5 copies of a plan showing the site's existing contour
lines at five-foot vertical intervals.
14. ❑ Tree Cutting/Land Clearing (Tree Inventory) Plan: Please provide 4 copies of a plan,
based on finished grade, drawn to scale with the northern property line at the top of
the paper if ANY trees or vegetation are to be removed or altered (if no trees or
vegetation will be altered, please state so in your project narrative). The plan shall
clearly show the following:
• All property boundaries and adjacent streets
• Location of all areas proposed to be cleared
• Types and sizes of vegetation to be removed, altered or retained. This
requirement applies only to trees 6" caliper "at chest level" and larger
• Future building sites and drip lines of any trees which will overhang/overlap
a construction line
• Location and dimensions of rights -of -way, utility lines, and easements
• Any trees on neighboring properties which are within 25-feet of the subject
property and which may be impacted by excavation, grading or other
improvements
15. ❑ Tree Retention Worksheet: Please provide 2 copies of a completed City of Renton tree
retention worksheet.
16. ❑ Wetland Assessment: Please provide 12 copies of the map and 5 copies of the report if
ANY wetlands are located on the subject property or within 100 feet of the subject
property. The wetland report/delineation must include the information specified in
RMC 4-8-120D. In addition, if any alteration to the wetland or buffer is proposed, 5
copies of a wetland mitigation plan is also required. See RMC 4-8-120D for plan
content requirements.
17. ❑ Standard Stream or Lake Study: Please provide 12 copies of a report containing the
information specified in RMC Section 4-8-120D. In addition, if the project involves an
unclassified stream, a supplemental stream or lake study is also required (12 copies). If
any alteration to a water -body or buffer is proposed a supplemental stream or lake
study (12 copies) and a mitigation plan (12 copies) are also required. See RMC 4-8-
120D for plan content requirements.
18. ❑ Habitat Data Report: If the project site contains or abuts a critical habitat per RMC 4-3-
05065b, please provide 12 copies of a report containing the information specified in
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Section 4-8-120D of the Renton Municipal Code.
19. ❑ Utilities Plan, Generalized (sewer, water, stormwater, transportation improvements):
Please provide 5 copies of a plan drawn on 22" x 34" plan sheets using a graphic scale of
1" = 40' (or other size or scale approved by the Planning Division) clearly showing all
existing (to remain) and proposed public or private improvements to be dedicated or
sold to the public including, but not limited to, curbs, gutters, sidewalks, median islands,
street trees, fire hydrants, utility poles, free-standing lighting fixtures, utility junction
boxes, public utility transformers, etc., along the full property frontage. The finished
J
floor elevations for each floor of proposed and existing (to remain) structures shall also
��►� be shown.
a
Py i, 20. ❑ Geotechnical Report: Please provide 5 copies of a study prepared and stamped by a
State of Washington licensed professional engineer including soils and slope stability
analysis, boring and test pit logs, and recommendations on slope setbacks, foundation
design, retaining wall design, material selection, and all other pertinent elements.
ti
21. ❑ Grading Plan, Conceptual: This is required if the proposed grade differential on -site will
exceed 24" from the top of the curb or if the amount of earth to be disturbed exceeds
500 cubic yards. Please provide 12 copies of a 22" x 34" plan drawn by a State of
Washington licensed civil engineer or landscape architect at a scale of 1" to 40'
(horizontal feet) and 1" to 10' (vertical feet) (or other size plan sheet or scale approved
by the Planning Division Plan Review Supervisor) clearly indicating the following:
• Graphic scale and north arrow
• Dimensions of all property lines, easements, and abutting streets
• Location and dimension of all on -site structures and the location of any
structures within 15-feet of the subject property or that may be affected by
the proposed work
• Accurate existing and proposed contour lines drawn at two -foot, or less,
intervals showing existing ground and details of terrain and area drainage to
include surrounding off -site contours within 100-feet of the site
• Location of natural drainage systems, including perennial and intermittent
streams and the presence of bordering vegetation
• Setback areas and any areas not to be disturbed
• Finished contours drawn at two foot intervals as a result of grading
• Proposed drainage channels and related construction with associated
underground storm lines sized and connections shown
• Finished floor elevation(s) of all structures, existing and proposed
General notes addressing the following (may be listed on cover sheet):
• Area in square feet of the entire property
• Area of work in square feet
• Both the number of tons and cubic yards of soil to be added, removed, or
relocated
• Type and location of fill origin, and destination of any soil to be removed
from site
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22. ❑ Drainage Control Plan: Please provide 4 copies of a plan drawn to scale and stamped by
a Washington State licensed professional engineer and complying with the
requirements of Renton Municipal Code, Section 4-6-030 and the King County Surface
Water Management Design Manual, 2009 edition, as adopted and amended by the City
of Renton.
23. ❑ Drainage Report: Please provide 4 copies of a report complying with the requirements
of the City of Renton Drafting Standards, Section 4-6-030 of the City of Renton
Municipal Code, the King County Surface Water Design Manual (KCSWDM), 2009
edition, and the City of Renton Amendments to the KCSWDM, Chapters 1 and 2 as
adopted by the City of Renton. The report (TIR) must be stamped and dated by a civil
engineer and shall contain the following:
• Table of Contents
• Technical Information Report (TIR) Worksheet
• Section 1: Project Overview
• Section 2: Conditions and Requirements Summary
• Section 3: Offsite Analysis
• Section 4: Flow Control and Water Quality Facility Analysis and Design
• Section 5: Conveyance System Analysis and Design
• Section 6: Special Reports and Studies
• Section 7: Other Permit
• Section 8: CSWPPP Analysis and Design
• Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant
• Section 10: Operations and Maintenance Manual.
24. ❑ Architectural Elevations: Please provide 5 copies, for each building and each building
face (N,S,E,W), of a 24" x 36" fully -dimensioned architectural elevation plan drawn at a
scale of 1/4" = 1' or 1/8" = 1' (or other size or scale approved by the Planning Division).
The plans must clearly indicate the information required by the "Permits" section of the
currently adopted Uniform Building Code and RCW 19.27 (State Building Code Act,
Statewide amendments), including, but not limited to the following:
• Identify building elevations by street name (when applicable) and orientation
i.e. Burnett Ave. (west) elevation
• Existing and proposed ground elevations
• Existing average grade level underneath proposed structure
• Height of existing and proposed structures showing finished roof top elevations
based upon site elevations for proposed structures and any existing/abutting
structures
• Building materials and colors including roof, walls, any wireless communication
facilities, and enclosures
25. ❑ Floor Plans: Please provide 5 copies of a plan showing general building layout,
proposed uses of space, walls, exits and proposed locations of kitchens, baths, and floor
drains, with sufficient detail for City staff to determine if an oil/water separator or
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grease interceptor is required and to determine the sizing of a side sewer.
26. ❑ Flood Hazard Data: Please provide 12 copies of a scaled plan showing the nature,
location, dimensions, and elevations of the area in question; existing or proposed
structures, fill, storage of materials, and drainage facilities. Also indicate the following:
• Elevation in relation to mean sea level of the lowest floor (including
basement) of all structures
• Elevation in relation to mean sea level to which any structure has been
floodproofed
• Certification by a registered professional engineer or architect the
floodproofing methods criteria in RMC 4-3-050 have been met
• Description of the extent to which a watercourse will be altered or relocated
as a result of proposed development
27. ❑ Traffic Study: Please provide 5 copies of a report prepared by a State of Washington
licensed professional engineer containing the elements and information identified in
the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development"
in sufficient detail to define potential problems related to the proposed development
and identify the improvements necessary to accommodate the development in a safe
and efficient manner.
28. ❑ Urban Design Regulations Analysis: For projects located within an Urban Design District
(see map in RMC 4-3-100B4), please provide 3 copies of a narrative outlining how the
applicant's proposal addresses the City's Urban Design Regulations found in RMC 4-3-
100. Prior to submitting your application, please contact your assigned City staff
planner to obtain the applicable design district checklist to assist you in addressing
issues relative to your particular site and project.
29. ❑ Plan Reductions: Please provide one 8 %Z" x 11" legible reduction of each full size plan
sheet (unless waived by your Project Planner). The sheets that are always needed in
reduced form are: landscape plans, conceptual utility plans, site plan or plat plan,
neighborhood detail map, topography map, tree cutting/land clearing plan, critical
areas plans, grading plan, and building elevations. These reductions are used to prepare
public notice posters and to provide the public with information about the project. The
quality of these reductions must be good enough so that a photocopy of the reduced
plan sheet is also legible. The reduced plans are typically sent in PDF format to the print
shop and then are printed on opaque white mylar-type paper (aka rhino cover) to
ensure legibility. If your reduced plans are not legible once photocopied, you will need
to increase the font size or try a different paper type. Illegible reductions cannot be
accepted. Please also be sure the reduced Neighborhood Detail Map is legible and will
display enough cross streets to easily identify the project location when cropped to fit
in a 4" by 6" public notice space. Once the reductions have been made, please also
make one 8 %" x 11" regular photocopy of each photographic reduction sheet. Some of
the local Renton print shops that should be able to provide you with reductions of your
plans are Alliance Printing (425) 793-5474, Apperson Print Resources (425) 251-1850,
and PIP Printing (425) 226-9656. Nearby print shops are Digital Reprographics (425)
882-2600 in Bellevue, Litho Design (206) 574-3000 and Reprographics NW/Ford
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Graphics (206) 624-2040.
30. ❑ Colored Maps for Display (DO NOT MOUNT ON FOAM -CORE OR OTHER BACKING):
Please color 1 copy of each of the following full size plan sheets (24" x 36") or other size
approved by the Planning Division) with a 1/4" or larger felt tip marker for use in
presenting the project to the Environmental Review Committee and at any required
public hearing:
• Neighborhood Detail Map
• Site Plan
• Landscaping Plan
• Elevations
The following colors are required:
Red -North Arrow, outer property boundary. Proposed new lot lines (dashed). Do
not color existing lot lines which are to be eliminated or relocated.
Blue -Street names identified with lettering of at least 1" in height. Street names
must be legible at a distance of 15-ft.
Brown -Existing buildings (Please do not color buildings which will be demolished or
removed)
Yellow -Proposed buildings
Light Green -Landscaped areas
Dark Green -Areas of undisturbed vegetation
All Plans and Attachments must be folded to 8%" by 11"
REVIEW PROCESS: Once a complete land use application package has been accepted for initial review,
the Planning Division will post three notices of the pending application at or near the subject site and
mail notices to property owners within 300 feet of the project site. The proposal will be routed to other
City departments and other jurisdictions or agencies who may have an interest in the application. The
reviewers have two weeks to return their comments to the Planning Division. Within approximately two
weeks, the Planning Division will prepare a report regarding the proposal's compliance with applicable
codes and the City's review criteria.
The application will then be presented to the City's Environmental Review Committee. The
Environmental Review Committee is comprised of the Administrator of Public Works, the Administrator
of Community and Economic Development, the Administrator of Community Services, and the Fire
Chief. The Committee is responsible for determining whether the proposal will result in significant
adverse environmental impacts. To do this, the committee will consider such issues as environmental
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health hazards, wetlands, groundwater, energy and natural resources and will then issue its decision
(Environmental Threshold Determination).
The Environmental Review Committee will either issue a:
Determination of Non -Significance (DNS) -Make a determination the proposal will have no
significant negative environmental impacts or;
Mitigated Determination of Non -Significance (DNS-M)-Make a determination the proposal, if
modified, would have no significant negative environmental impacts or;
Determination of Significance (DS)-Make a determination the proposal will have significant
adverse environmental impacts and require the applicant to submit an Environmental Impact
Statement (EIS) prepared by a qualified consultant
Once the Environmental Review Committee has issued its Environmental Threshold Determination
(provided an EIS is not required), a public notice of the Determination is printed in the Renton Reporter
and three notices are posted at or near the site. A 14-day appeal period commences following the
publication date. At the discretion of the City, a separate and additional 15-day comment period may be
added prior to the 14-day appeal period.
APPEAL AND RECONSIDERATION PROCESS FOR DECISIONS: Any person, including the applicant,
aggrieved by the threshold determination, may make a written application for reconsideration to the
Environmental Review Committee within 14 calendar days of the date of the decision. After review of
the request, the Environmental Review Committee may take whatever action is deemed proper. The
Environmental Review Committee decision on the reconsideration request will be mailed to all parties of
record within 10 days from the date the request was filed. If any party is still not satisfied after a
reconsideration decision has been issued, an appeal may be submitted within 14 days to the Hearing
Examiner. An appeal may be filed without requesting reconsideration by the Reviewing Official first,
however; it must be filed within 14 days of the date when the original decision was issued. See Renton
Municipal Code, Section 4-8-110 for further information on the appeal process and time frames.
BUILDING AND CONSTRUCTION PERMIT ISSUANCE AND INSTALLATION OF IMPROVEMENTS: In the
City of Renton, a Building Permit must be obtained to build buildings and structures. A Construction
Permit must be obtained to install utility lines, transportation improvements and undertake work in City
right-of-ways. Building and Construction Permits are separate permits.
Applicants may apply for building and construction permits concurrently with their request for a land
use application. However, the applicant should be aware any conditions of land use permit approval
may create a need for revisions to other permit applications whereby additional fees may be charged.
Refunds of building permit charges are not available.
If no appeals or reconsideration requests are filed within 14 days of the effective date of the decision to
approve the application, the applicant may obtain building and construction permits. A construction
permit for the installation of on -site and off -site utilities will be issued upon the review and approval of
civil engineering drawings by the Division's Public Works Section and receipt of all applicable
development and permit fees. A building permit will be issued upon the Building Section's approval of
building plans and receipt of all applicable fees.
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DEFERRAL OF IMPROVEMENTS: If a developer wishes to defer certain on -site or off -site improvements
(i.e. landscaping, curbs and sidewalks), written application with full and complete engineering drawings
must be submitted to the Planning Division. The application should explain the reasons why such delay
is necessary. If approval is granted, security in the form of an irrevocable letter of credit, set -aside fund,
assignment of funds, certified check or other type of security acceptable to the City shall be furnished to
the City in an amount equal to a minimum of 150% of the estimated cost of the required improvements.
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City of Renton
LAND USE PERMIT
MASTER APPLICATION
PROPERTY OWNER(S)
NAME: John Stewart
ADDRESS: 8223 South 132"d Street
CITY: Seattle ZIP: 98178
TELEPHONE NUMBER:
APPLICANT (if other than owner)
NAME: John Hobson
COMPANY (if applicable): City of Renton
ADDRESS: 1055 South Grady Way, 51h Floor
CITY: Renton ZIP: 98057
TELEPHONE NUMBER: 425-430-7279
CONTACT PERSON
NAME: Rebecca Saur
COMPANY (if applicable): Stantec Consulting Services, Inc
ADDRESS: 11130 NE 33`d Place, Suite 200
CITY: Bellevue ZIP: 98004
TELEPHONE NUMBER AND EMAIL ADDRESS:
Rebecca. saur(d-)stantec.com
425.289.7373
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
South 132"d Street Sewer Main Extension
PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
Project site is not addressed. Adjacent parcel address is
8223 S. 132" d Street
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
214480-0535
EXISTING LAND USE(S):
Vacant
PROPOSED LAND USE(S):
Sewer main installation
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Urban Center North
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable)
EXISTING ZONING:
R-14
PROPOSED ZONING (if applicable):
SITE AREA (in square feet):
Approximately 9,500 square feet (total parcel SF = 53,143)
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
DEDICATED: � J I A
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
,,j14
PROPOSED RESIDENTIAL DENSi T YIN UNITS PER NET
ACRE (if applicable)
"JA
NUMBER OF PROPOSED LOTS (if applicable)
N (Q
NUMBER OF NEW DWELLING UNITS (if applicable):
I,J 1A
V:2002\active\0015v00023.0002013 Sewer Rehab\Pennitlmasterapp.doc - I - 03 11
PROJECT INFORMATION continued
NUMBER OF EXISTING DWELLING UNITS (if applicable):
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable):
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable):
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable):
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable):
NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if
applicable):
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW
PROJECT (if applicable):
PROJECT VALUE:
$280,000
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
❑ AQUIFIER PROTECTION AREA ONE
❑ AQUIFIER PROTECTION AREA TWO
❑ FLOOD HAZARD AREA sq. ft.
❑ GEOLOGIC HAZARD sq. ft.
❑ HABITAT CONSERVATION sq. ft.
❑ SHORELINE STREAMS & LAKES sq. ft.
❑ WETLANDS sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach leaal description on separate sheet with the followina information included)
SITUATE IN THE NE QUARTER OF SECTION 13, TOWNSHIP 23, RANGE 04, IN THE CITY OF RENTON,
KING COUNTY, WASHINGTON
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) , declare under penalty of perjury under the laws of the State of
Washington that I am (please check one) the current owner of the property involved in this application or the authorized
representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein
contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
Signature of Owner/Representative Date Signature of Owner/Representative Date
STATE OF WASHINGTON )
SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledge it to be his/her/their free and voluntary act for the
uses and purpose mentioned in the instrument.
Dated Notary Public in and for the State of Washington
Notary (Print):
My appointment expires:
VA2002\active\00 1 5\00023.000 2013 Sewer Rehab\Permit\masterapp.doc - 2 - 03/11
.,
PLANNING DIVISION
ENVIRONMENTAL CHECKLIST
City of Renton Planning Division
1055 South Grady Way, Renton, WA 98057
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.
VA2002\active\0015\00022.000 132nd St Sewer\Permit\SEPA 132nd 20140319.doc - 1 - 02/08
A. BACKGROUND
Name of proposed project, if applicable:
SOUTH 132ND STREET SEWER EXTENSION
2. Name of applicant:
CITY OF RENTON
3. Address and phone number of applicant and contact person:
1055 S GRADY WAY
RENTON, WASHINGTON 98058
425-430-7200
KRIS SORENSEN, ASSOCIATE PLANNER
4. Date checklist prepared:
MARCH 19, 2014
5. Agency requesting checklist:
ECOLOGY, DEPT. OF
KING COUNTY DEPARTMENT OF PERMITTING $
ENVIRONMENTAL REVIEW
ENVIRONMENTAL REVIEW
SEPA OFFICIAL
STEVE BOTTHEIM
PO BOX 47703
LAND USE SERVICES DIVISION
OLYMPIA
IA WA
OLYMPIA WA 98504-7703
900 OAKESDALE AVE SW
985
-6922
RENTON, WA 98055-1219
FAx (360) 04
(26) 296-7144
SEPAUNIT(C7ECY.WA.GOV
FAx(206)6)296-7051
WASHINGTON STATE DEPARTMENT OF FISH &
STEVE.BOTTHEIM((7)KING000NTY.GOV
WILDLIFE
CITY OF RENTON
PO Box 43200
MR. WATTS
OLYMPIA WA 98504-3155
10555 S. GRADY WAY
(360) 902-2578
RENTON
FAX (360)902-2946
(425)4 0- 218
(425) 7
SEPADESK(a)DFW.WA.GOV
25) 7-4
FAx(425)277-4455
N W ATTS (Q) RENTON W A. GOV
WASHINGTON STATE DEPARTMENT OF HEALTH
KELLY COOPER
CITY OF RENTON
PO BOX 47820
MR. MARK
OLYMPIA WA 98504-7820
GRADPETEY
WAY
1055 S. GRADY WAY
-3011
(360) 236-3011
RENTON, WA 98057
FAx (360) 50
(425) 430-7000
KELLY.000PER(5DOH.WA.GOV
MPETERSON(C1iRENTON WA.GOV
WASHINGTON STATE DEPARTMENT OF NATURAL
KING COUNTY
RESOURCES
PLANNING & ASSET MANAGEMENT
SEPA OFFICIAL
STEVE HIRSCHEY, UTRC CHAIR
1111 WASHINGTON STREET SOUTHEAST
KING STREET CENTER
PO Box 47015
201 S. JACKSON ST RM 512
OLYMPIA WA 98504-7015
KSC-NR-0512
(360) 902-2117
SEATTLE, WA 98104
FAx(360)902-1789
206-205-0817
SEPACENTER(CDDNR.WA.GOV
STEVE. HIRSCHEY(C17KINGCOUNTY.GOV
V:\2002\active\0015\00022.000 132nd St Sewer\Permit\SEPA 132nd 20140319.doc- 2 -
RENTON SCHOOL DISTRICT
MAINTENANCE AND OPERATIONS
7812 S 124T"
SEATTLE, WA 98178
425-204-4400
JOE.LAMBORN(a)RENTON SCHOOLS.US
KING COUNTY FACILITIES MANAGEMENT DIVISION
REAL ESTATE SERVICES
KATHY BROWN
500 4TH AVE. SUITE 800
SEATTLE, WA 98104
KATHY. BRO W N(C) KINGCOUNTY.GOV
MUCKLESHOOT TRIBE
39015 -172ND AVE SE
AUBURN, WA 98092
(253)931-8570
VIRGINIA.CROSS(U7MUCKLESHOOT.NSN.US
LAURA MURPHY
TRIBAL ARCHEOLOGIST
MUCKLESHOOT INDIAN TRIBE PRESERVATION
PROGRAM
39015172ND AVE SE
AUBURN, WA 98092
253-876-3272
LAURA.MURPHY(&MUCKLESHOOT.NSN. US
KAREN WALTER
WATERSHEDS AND LAND USE TEAM LEADER
MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION
39015172ND AVE SE
AUBURN, WA 98092
253-876-3116
KAREN. WALTER(d)MUCKLESHOOT.NSN. US
6. Proposed timing or schedule (including phasing, if applicable):
SPRING/SUMMER 2014
7. Do you have any plans for future additions, expansion, or further activity related to or connected
with this proposal? If yes, explain.
THE CITY OF RENTON DOES NOT HAVE ANY SPECIFIC PLANS TO EXPAND ON THIS SEWER EXTENSION
PROJECT. THERE ARE PARCELS IN THE VICINITY OF THIS PROJECT THAT MAY WISH TO CONNECT TO THE
NEW SEWER MAIN IN THE FUTURE.
8. List any environmental information you know about that has been prepared, or will be prepared,
directly related to this proposal.
GRETTE ASSOCIATES HAS PREPARED A STREAM STUDY AND STREAM BUFFER MITIGATION PLAN, DATED
FEBRUARY 4, 2014.
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.
0.'JE
fjl0T KNOWN
10. List any governmental approvals or permits that will be needed for your proposal, if known.
CITY OF RENTON RIGHT OF WAY PERMIT
CITY OF RENTON GRADING PERMIT
CITY OF RENTON ENVIRONMENTAL REVIEW
11. Give brief, complete description of your proposal, including the proposed uses and the size of the
project and site.
CONSTRUCTION OF APPROXIMATELY 77.5 LINEAL FEET OF 8-INCH SEWER MAIN AND ASSOCIATED
APPURTENANCES.
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
V:\20021active\0015\00022.000 132nd St Sewer\Permit\SEPA 132nd 20140319.doc- 2 -
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.
THE PROPOSED SEWER MAIN EXTENSION IS LOCATED ALONG SOUTH 132N° STREET, WEST OF RENTON AVE
SOUTH AND EAST OF SOUTH LANGSTON ROAD, IN THE NORTHEAST QUARTER OF SECTION 13 TOWNSHIP 23
RANGE 04 EAST, IN RENTON, WASHINGTON.
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, ROLLING, hilly, steep slopes, mountainous,
other
b. What is the steepest slope on the site (approximate percent slope?)
THERE IS AN AREA ALONG THE EAST STREAM BANK THAT IS APPROXIMATELY 60 PERCENT
SLOPE, LOCATED AT THE SOUTH PORTION OF THE PROPOSED PROJECT SITE,
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.
' Sr--F AT'rAGN"a-T> So�� t.ar=r,K%MAS7 t FlzOri Gv0VT�Tr+ (ZOO i
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
NO
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
EXCAVATED NATIVE MATERIAL WILL BE USED AS BACKFILL WHEN POSSIBLE. IMPORTED AND
APPROVED CRUSHED GRAVEL OR FOUNDATION ROCK MAY BE UTILIZED WHEN NECESSARY TO
SUPPORT NEW FACILITY STRUCTURES. ALL EXCAVATED MATERIALS NOT UTILIZED AS BACKFILL, AS
WELL AS DISPLACED MATERIALS RESULTING FROM TRENCHING ACTIVITIES, WILL BE EXPORTED TO
AN APPROVED DISPOSAL SITE PROVIDED BY THE CONTRACTOR. NO CHANGE OF ELEVATION OR
CONTOUR IS PLANNED.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
THE POTENTIAL EXISTS FOR THE MIGRATION OF SOILS AS A RESULT OF TRENCHING ACTIVITIES,
CLEARING, AND/OR OTHER RELATED CONSTRUCTION ACTIVITIES. ALL EXPOSED SOIL SURFACES
WILL BE SUBJECT TO EROSIVE FORCES DURING CONSTRUCTION AND BEFORE RESTORATION
EFFORTS HAVE BEEN ESTABLISHED. TESC REQUIREMENTS WILL BE DETAILED IN THE CIVIL
CONSTRUCTION PLANS FOR THIS PROPOSAL BASED ON GEOTECHNICAL RECOMMENDATIONS AND
CITY OF RENTON REQUIREMENTS.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
CONSTRUCTION OF THE PROPOSED SEWER PIPE WILL NOT ADD ADDITIONAL IMPERVIOUS SURFACE.
TWO CONCRETE BLOCKS WILL BE INSTALLED TO SUPPORT THE AERIAL CASING AND PIPE CROSSING
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OF THE ONSITE STREAM, RESULTING IN APPROXIMATELY 12 SQUARE FEET OF NEW IMPERVIOUS
SURFACE.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
TEMPORARY EROSION AND SEDIMENTATION CONTROL REQUIREMENTS WILL BE DETAILED ON THE
CONSTRUCTION PLANS FOR THIS PROJECT TO INCLUDE THE INSTALLATION OF DRAINAGE
STRUCTURE PROTECTION DEVICES AND FABRIC FILTERS. ALL OTHER TRENCH AND EXCAVATION
WIDTHS AND DEPTHS WILL BE KEPT TO A MINIMUM DURING CONSTRUCTION. IMMEDIATE BACKFILL
OF TRENCHES, ALONG WITH TIMELY RESTORATION, WILL FURTHER REDUCE EROSION POTENTIAL.
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.
DUST AND ENGINE EMISSIONS FROM CONSTRUCTION EQUIPMENT WILL BE PRESENT DURING
CONSTRUCTION.
b. Are there any off -site sources of emission 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:
STANDARD EMISSION CONTROL DEVICES WILL BE UTILIZED BY CONSTRUCTION EQUIPMENT. AS
NEEDED, DUST CONTROL MEASURES WILL BE IMPLEMENTED TO LIMIT DUST DURING
CONSTRUCTION.
3. WATER
a. 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.
YES, THERE IS A CLASS 4 UN -NAMED STREAM ALONG THE SOUTHERN PORTION OF THE PROJECT
SITE.
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.
`R�SS=�i'Vlt_i�X:n .rYvY � FttET-Agr� 'itea'�—:=-c.�iL �Li.1�
YES, THE PROPOSED SEWER MAIN WI S THE STREAM AT THE SOUTH WEST CORNER OF THE
PROJECT SITE. THE 8-INCH SEWER MAIN WILL BE CONTAINED WITHIN AN 18-INCH STEEL CASING.
THE SEWER MAIN AND CASING WILL BE SUPPORTED ON EITHER SIDE OF THE STREAM BY 4-FOOT
WIDE BY 1.5-FOOT DEEP BY 2-FOOT TALL CONCRETE BLOCKS. THE CONCRETE BLOCK ON THE
WEST SIDE OF THE STREAM WILL BE LOCATED WITHIN THE 35-FOOT STREAM BUFFER.
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
VA2002\active1001500022.000 132nd St Sewer\PermitlSEPA 132nd 20140319.doc- 3 -
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
IBC
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
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.
SHALLOW GROUNDWATER MAY BE WITHDRAWN AS NECESSARY TO DEWATER THE GROUND WHERE
TRENCHING OCCURS AT OR BELOW THE WATER TABLE. ANY WITHDRAWN WATER (UNKNOWN
QUANTITY) WILL BE ROUTED THROUGH A SEDIMENTATION/DEWATERING FACILITY TO REMOVE
EXCESS SEDIMENT AND THEN WOULD LEAVE THE SITE VIA THE EXISTING NATURAL DRAINAGE
COURSE OR THE EXISTING STORM DRAINAGE SYSTEM.
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.
RUNOFF CONSISTING OF STORM WATER AND TEMPORARY DISCHARGE FROM DEWATERING
ACTIVITIES RESULTING FROM THE CONSTRUCTION OF THIS PROJECT WILL NOT PERMANENTLY
CHANGE THE HYDRAULIC CHARACTERISTICS OF THE PROPOSAL SITE. RUNOFF QUANTITY AND
QUALITY CONTROL MEASURES WILL BE IMPLEMENTED DURING CONSTRUCTION AND BEFORE
RESTORATION EFFORTS HAVE BEEN ESTABLISHED TO REDUCE AND CONTROL RUNOFF WATER
IMPACTS.
2) Could waste material enter ground or surface waters? If so, generally describe.
NO
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
PROPOSED MEASURES INCLUDE INSTALLATION OF DRAINAGE STRUCTURE PROTECTION DEVICES
AND FABRIC FILTERS. ALL OTHER TRENCH AND EXCAVATION WIDTHS AND DEPTHS WILL BE KEPT TO
A MINIMUM DURING CONSTRUCTION.
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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
X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eel grass, milfoil, other
other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
THE PROJECT SITE IS GENERALLY GRASSY, WITH INCREASED VEGETATION CLOSER TO THE
STREAM, WHICH CONSISTS OF BLACKBERRY, ELDERBERRY, SALMONBERRY, IVY, CREEPING
BUTTERCUP, AND MAGNOLIA. CONSTRUCTION OF THE SEWER PIPE WILL REQUIRE THE REMOVAL OF
SOME GRASS, AND UNDERBRUSH SPECIES.
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:
A PLANTING RESTORATION PLAN WILL BE PREPARED FOR THIS PROPOSAL. PRIOR TO
CONSTRUCTION, CLEARING AND GRADING LIMITS WILL BE DELINEATED ON PLANS AND ONSITE TO
LIMIT VEGETATION REMOVAL AND/OR DISTURBANCE. TREE PROTECTION FOR AFFECTED TREES
WILL BE SHOWN ON THE PROJECT PLANS.
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, son birds, other
Mammals: deer, bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
b. List any threatened or endangered species known to be on or near the site.
NONE KNOWN
C. Is the site part of a migration route? If so, explain
UNKNOWN
d. Proposed measures to preserve or enhance wildlife, if any:
DOES NOT APPLY
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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.
NONE
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:
NONE
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.
THERE IS A POTENTIAL RISK FROM THE HAZARDS ASSOCIATED WITH MACHINERY OPERATION AND
GENERAL CONSTRUCTION PRACTICES, SPILLS OF MACHINE FLUIDS, RISK OF FIRE AND EXPLOSION
AND OTHER SIMILAR, NORMAL, CONSTRUCTION HAZARDS EXIST.
1) Describe special emergency services that might be required.
NONE ARE ANTICIPATED. IN THE EVENT OF AN EMERGENCY, LOCAL FIRE, AID OR RESCUE SERVICES
AND PERSONNEL MAY BE REQUIRED.
2) Proposed measures to reduce or control environmental health hazards, if any:
TRENCH BOXES, BRACING, SUMP PUMPS AND OTHER ASSOCIATED CONSTRUCTION SAFETY
EQUIPMENT AND PROCEDURES WILL BE UTILIZED DURING CONSTRUCTION TO REDUCE THE
POTENTIAL FOR PERSONAL INJURY. SOUND ENGINEERING AND CONSTRUCTION TECHNIQUES WILL
ENSURE THAT THE SEWER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED PROPERLY
DURING CONSTRUCTION, USE OF CONTAINMENT MEASURES AND/OR MONITORING OF MOVEMENT
OUTSIDE OF BUFFERS WILL BE REQUIRED BY THE CONTRACTOR DURING REPAIR OR MAINTENANCE
OF CONSTRUCTION EQUIPMENT.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
NONE
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.
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SHORT TERM
CONSTRUCTION EQUIPMENT WOULD BE OPERATED DURING NORMAL WORKING HOURS DURING THE
CONSTRUCTION PHASE OF THIS PROPOSAL, UNLESS APPROVED OTHERWISE BY PERMITTING
AGENCIES.
LONG TERM
THERE WILL BE NO LONG-TERM NOISE IMPACTS RESULTING FROM THIS PROJECT.
3) Proposed measures to reduce or control noise impacts, if any:
CONSTRUCTION SCHEDULES WILL BE LIMITED TO NORMAL WORKING HOURS TO REDUCE
NOISE IMPACTS TO SURROUNDING RESIDENTIAL AREAS.
8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties?
RESIDENTIAL AND COMMERCIAL
b. Has the site been used for agriculture? If so, describe.
UNKNOWN
C. Describe any structures on the site.
NONE
d. Will any structures be demolished? If so, what?
NO
e. What is the current zoning classification of the site?
R-14 RESIDENTIAL 14 DWELLING UNITS PER ACRE
f. What is the current comprehensive plan designation of the site?
URBAN CENTER NORTH (UC-N)
g. If applicable, what is the current shoreline master program designation of the site?
DOES NOT APPLY
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
YES, THERE IS AN UN -NAMED CLASS 4 STREAM ON THE PROJECT SITE.
i. Approximately how many people would reside or work in the completed project?
NONE
j. Approximately how many people would the completed project displace?
NONE
VA2002\active\0015\00022.000 132nd St SewerTermMSEPA 132nd 20140319.doc- 7 -
k. Proposed measures to avoid or reduce displacement impacts, if any:
DOES NOT APPLY
I. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
THE PROPOSED PROJECT IS IDENTIFIED IN THE CITY OF RENTON FACILITIES PLAN, WHICH
DESIGNATES THE PROJECT AS A FUTURE SERVICE IMPROVEMENT PROJECT.
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:
DOES NOT APPLY
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?
NOT APPLICABLE
C. Proposed measures to reduce or control aesthetic impacts, if any:
NOT APPLICABLE
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur?
NONE
b. Could light or glare from the finished project be a safety hazard or interfere with views?
NOT APPLICABLE
C. What existing off -site sources of light or glare may affect your proposal?
NONE
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d. Proposed measures to reduce or control light and glare impacts, if any:
NOT APPLICABLE
12. RECREATION
a. What designated and informal recreational opportunities are in the immediate vicinity?
EARLINGTON PARK IS LOCATED LESS THAN A MILE FROM THE PROJECT SITE.
b. Would the proposed project displace any existing recreational uses? If so, describe.
NO
C. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
DOES NOT APPLY
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
C. Proposed measures to reduce or control impacts, if any:
DOES NOT APPLY
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.
THE PROPOSED PROJECT CAN BE ACCESSED FROM THE EAST VIA RENTON AVENUE SOUTH AND
FROM THE WEST VIA SOUTH LANGSTON ROAD OR HOT" AVENUE SOUTH.
b. Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop?
YES, THE CLOSEST TRANSIT STOP IS LOCATED LESS THAN A HALF MILE FROM THE PROJECT SITE
AT THE INTERSECTION OF SOUTH 132ND STREET AND RENTON AVENUE SOUTH.
C. How many parking spaces would the completed project have? How many would the
project eliminate?
NONE
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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.
NO
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:
DOES NOT APPLY
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.
Me
b. Proposed measures to reduce or control direct impacts on public services, if any.
DOES NOT APPLY
16. UTILITIES
a. Circle utilities currently available at the site: ELECTRICI I INATURAL GAS, WATER, REFUSE
ERVICEI ELEPHONE, SANITARY SEWER, OEPTIC 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.
INSTALLATION OF THE NEW 8-INCH SEWER MAIN WILL REQUIRE EXCAVATION OF APPROXIMATELY 8-
FOOT TO 10-FOOT DEEP TRENCHES. FACILITIES INCLUDE 8-INCH SEWER MAIN PIPE, 18-INCH STEEL
CASING, MANHOLE INSTALLATION, AND ASSOCIATED APPURTENANCES, IN ADDITION TO BACKFILL
AND RESTORATION. UTILITY SERVICES WILL BE PROVIDED BY THE CITY OF RENTON.
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:
Name Printed:
Date:
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SUBMITTAL REQUIREMENTS
i3 VARIANCE
City of Renton Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
PURPOSE: A means by which citizens may be granted relief from the strict application of the provisions
of certain land use regulations. The process is intended to review situations where uniform requirements
would unduly burden one property more than other properties in the vicinity.
FREE CONSULTATION MEETING: Prior to submitting an application, the applicant should informally
discuss the proposed development with the Planning Division. The Planning Division will provide
assistance and detailed information on the City's requirements and standards. Applicants may also take
this opportunity to request the waiver of the City's typical application submittal requirements, which may
not be applicable to the specific proposal. For further information on this meeting, see the instruction
sheet entitled "Submittal Requirements: Pre -Application."
COMPLETE APPLICATION REQUIRED: In order to accept your application, each of the numbered
items must be submitted at the same time. If you have received a prior written waiver of a submittal
item(s) during a pre -application meeting, please provide the waiver form in lieu of any submittal item not
provided. All plans and attachments must be folded to a size not exceeding 8% by 11 inches.
APPLICATION SCREENING: Applicants are encouraged to bring in one copy of the application
package for informal review by staff, prior to making the requested number of copies, colored
drawings, or photo reductions. Please allow approximately 45 minutes for application
screening.
APPLICATION SUBMITTAL HOURS: Applications should be submitted to Development Services staff
at the 6th floor counter of Renton City Hall, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M.
Monday through Friday. Please call your assigned project manager to schedule an appointment or call
(425) 430-7200 extension 4 to reach the Planning Division. Due to the screening time required,
applications delivered by messenger cannot be accepted.
ADDITIONAL PERMITS: Additional permits from other agencies may be required. It is the applicant's
responsibility to obtain these other approvals. Information regarding these other requirements may be
found at http://apps.ecy.wa.gov/opas/
All Plans and Attachments must be folded 81/2"b 11"3
APPLICATION MATERIALS:
1. ❑ Pre -Application Meeting Summary: If the application was reviewed at a "pre -application
meeting", please provide 5 copies of the written summary provided to you.
2. ❑ Waiver Form: If you received a waiver form during or after a "pre -application meeting", please
provide 5 copies of this form.
http://rentonwa.gov/uploadedFiles/Business/PBPW/DEVSERV/FORMS_PLANNING/variance.doc - 1 - 12/12
3. ❑ Plat Certificate or Title Report: Please provide 3 copies of a current Plat Certificate or Title
Report obtained from a title company documenting ownership and listing all encumbrances of the
involved parcel(s). The Title Report should include all parcels being developed, but no parcels
that are not part of the development. If the Plat Certificate or Title Report references any
recorded documents (i.e. easements, dedications, covenants) 5 copies of the referenced
recorded document(s) must also be provided. All easements referenced in the Plat Certificate
must be located, identified by type and recording number, and dimensioned on the Site Plan.
4. ❑ Land Use Permit Master Application Form: Please provide the original plus 11 copies of the
COMPLETED City of Renton Planning Division's Master Application form. Application must have
notarized signatures of ALL current property owners listed on the Title Report. If the property
owner is a corporation, the authorized representative must attach proof of signing authority on
behalf of the corporation. The legal description of the property must be attached to the
application form.
5. ❑ Project Narrative: Please provide 12 copies of a clear and concise description of the proposed
project, including the following:
• Project name, size and location of site
• Land use permits required for proposed project
• Zoning designation of the site and adjacent properties
• Current use of the site and any existing improvements
• Special site features (i.e. wetlands, water bodies, steep slopes)
• Statement addressing soil type and drainage conditions
• Proposed use of the property and scope of the proposed development
• For plats indicate the proposed number, net density and range of sizes (net lot area)
of the new lots
• Access
• Proposed off -site improvements (i.e. sidewalks, fire hydrants, sewer main, etc.)
• Total estimated construction cost and estimated fair market value of the proposed
project
• Estimated quantities and type of materials involved if any fill or excavation is
proposed
• Number, type and size of any trees to be removed
• Explanation of any land to be dedicated to the City
• Any proposed job shacks, sales trailers, and/or model homes
• Any proposed modifications being requested (include written justification)
For projects located within 100 feet of a stream or wetland, please include:
• Distance in feet from the wetland or stream to the nearest area of work
For projects located within 200-feet of Black River, Cedar River, Springbrook Creek, May Creek
and Lake Washington please include the following additional information:
• Distance from closest area of work to the ordinary high water mark.
• Description of the nature of the existing shoreline
• The approximate location of and number of residential units, existing and potential,
that will have an obstructed view in the event the proposed project exceeds a height
of 35-feet above the average grade level
6. ❑ Justification for the Variance Request: Please provide 12 copies of a written statement
separately addressing and justifying each of the issues to be considered by the City. The burden
of proof as to the appropriateness of the application lies with the applicant. In order to approve a
variance request, the Reviewing Official must find ALL the following conditions exist:
• The applicant suffers practical difficulties and unnecessary hardship and the variance
is necessary because of special circumstances applicable to subject property,
including size, shape, topography, and location or surroundings of the subject
property, and the strict application of the Zoning Code is found to deprive subject
property owner of rights and privileges enjoyed by other property owners in the
http://rentonwa,gov/uploadedFiles/Business/PBPW/DEVSERV/FORMS_PLANNING/variance.doc - 2 - 12/12
vicinity and under identical zone classification;
• The granting of the variance will not be materially detrimental to the public welfare or
injurious to the property or improvements in the vicinity and zone in which subject
property is situated;
• The approval shall not constitute a grant of special privilege inconsistent with the
limitation upon uses of other properties in the vicinity and zone in which the subject
property is situated; and
• The approval is the minimum variance that will accomplish the desired purpose.
07. ❑ Fees: The application must be accompanied by the required application fee (see Fee Schedule).
Land use fees are calculated by charging the full amount for the most expensive land use permit
needed and half-price for each additional land use permit. Please call (425) 430-7294 to verify
the exact amount required. Checks should be made out to the City of Renton and can not be
accepted for over the total fee amount.
8. ❑ Density Worksheet: Please submit 12 copies of a completed density worksheet for all
residential projects.
9. ❑ Neighborhood Detail Map: Please provide 12 copies of a map drawn at a scale of 1" = 100' or
1" = 200' (or other scale approved by the Planning Division) to be used to identify the site
location on public notices and to review compatibility with surrounding land uses. The map shall
identify the subject site with a much darker perimeter line than surrounding properties and
include at least two cross streets in all directions showing the location of the subject site relative
to property boundaries of surrounding parcels. The map shall also show: the property's lot lines,
surrounding properties' lot lines, boundaries of the City of Renton (if applicable), north arrow
(oriented to the top of the plan sheet), graphic scale used for the map, and City of Renton (not
King County) street names for all streets shown. Please ensure all information fits on a single
map sheet.
Kroll Map Company (206-448-6277) produces maps that may serve this purpose or you may use
the King County Assessor's maps as a base for the Neighborhood Detail Map. Additional
information (i.e. current city street names) will need to be added by the applicant.
10. ❑ Site Plan: Please provide 12 copies of a fully -dimensioned plan sheet drawn at a scale of 1 "=20'
(or other scale approved by the Planning Division). We prefer the site plan be drawn on one
sheet of paper unless the size of the site requires several plan sheets to be used. If you are
using more than a single plan sheet, please indicate connecting points on each sheet.
The Site Plan should show the following:
• Name of proposed project
• Date, scale, and north arrow (oriented to the top of the paper/plan sheet)
• Drawing of the subject property with all property lines dimensioned and names of
adjacent streets
• Widths of all adjacent streets and alleys
• Location of all existing public improvements including, but not limited to, curbs,
gutters, sidewalks, median islands, street trees, fire hydrants, utility poles, etc., along
the full property frontage
• Location and dimensions of existing and proposed:
1.structures
2.parking, off-street loading space, curb cuts and aisle ways
3.fencing and retaining walls
4.free-standing signs and lighting fixtures
5. refuse and recycling areas
6. utility junction boxes and public utility transformers
7.storage areas and job shacks/sales trailers/model homes
• Setbacks of all proposed buildings from property lines
• Location and dimensions of all easements referenced in the title report with the
recording number and type of easement (e.g. access, sewer, etc.) indicated
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• Location and dimensions of natural features such as streams, lakes, required buffer
areas, open spaces, and wetlands
• Ordinary high water mark and distance to closest area of work for any project located
within 200-feet from a lake or stream
11. ❑ Architectural Elevations: Please provide 5 copies, for each building and each building face
(N,S,E,W), of a 24" x 36" fully -dimensioned architectural elevation plan drawn at a scale of 1/4" _
1' or 1/8" = 1' (or other size or scale approved by the Planning Division). The plans must clearly
indicate the information required by the "Permits" section of the currently adopted Uniform
Building Code and RCW 19.27 (State Building Code Act, Statewide amendments), including, but
not limited to the following:
• Identify building elevations by street name (when applicable) and orientation i.e.
Burnett Ave. (west) elevation
• Existing and proposed ground elevations
• Existing average grade level underneath proposed structure
• Height of existing and proposed structures showing finished roof top elevations
based upon site elevations for proposed structures and any existing/abutting
structures
• Building materials and colors including roof, walls, any wireless communication
facilities, and enclosures
• Fence or retaining wall materials, colors, and architectural design
• Architectural design of on -site lighting fixtures
• Screening detail showing heights, elevations, and building materials of proposed
screening and/or proposed landscaping for refuse/recycling areas
• Cross section of roof showing location and height of roof -top equipment (include air
conditioners, compressors, etc.) and proposed screening
12. ❑ Floor Plans: Please provide 5 copies of a plan showing general building layout, proposed uses
of space, walls, exits and proposed locations of kitchens, baths, and floor drains, with sufficient
detail for City staff to determine if an oil/water separator or grease interceptor is required and to
determine the sizing of a side sewer.
13. ❑ Wetland Assessment: Please provide 12 copies of the map and 5 copies of the report if ANY
wetlands are located on the subject property or within 100 feet of the subject property. The
wetland report/delineation must include the information specified in RMC 4-8-120D. In addition,
if any alteration to the wetland or buffer is proposed, 5 copies of a wetland mitigation plan is
also required. See RMC 4-8-120D for plan content requirements.
14. ❑ Standard Stream or Lake Study: Please provide 12 copies of a report containing the
information specified in RMC Section 4-8-120D. In addition, if the project involves an
unclassified stream, a supplemental stream or lake study is also required (12 copies). If any
alteration to a water -body or buffer is proposed a supplemental stream or lake study
(12 copies) and a mitigation plan (12 copies) are also required. See RMC 4-8-120D for plan
content requirements.
15. ❑ Habitat Data Report: If the project site contains or abuts a critical habitat per RMC 4-3-050135b,
please provide 12 copies of a report containing the information specified in Section 4-8-120D of
the Renton Municipal Code.
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16. ❑ Flood Hazard Data: Please provide 12 copies of a scaled plan showing the nature, location,
dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of
materials, and drainage facilities. Also indicate the following:
• Elevation in relation to mean sea level of the lowest floor (including basement) of all
structures
• Elevation in relation to mean sea level to which any structure has been floodproofed
• Certification by a registered professional engineer or architect that the floodproofing
methods criteria in RMC 4-3-050 have been met
• Description of the extent to which a watercourse will be altered or relocated as a
result of proposed development
17. ❑ Utilities Plan, Generalized (sewer, water, stormwater, transportation improvements):
Please provide 5 copies of a plan drawn on 22" x 34" plan sheets using a graphic scale of 1" _
40' (or other size or scale approved by the Planning Division) clearly showing all existing (to
remain) and proposed public or private improvements to be dedicated or sold to the public
including, but not limited to, curbs, gutters, sidewalks, median islands, street trees, fire hydrants,
utility poles, free-standing lighting fixtures, utility junction boxes, public utility transformers, etc.,
along the full property frontage. The finished floor elevations for each floor of proposed and
existing (to remain) structures shall also be shown.
18. ❑
Geotechnical Report: Please provide 5 copies of a study prepared and stamped by a State of
Washington licensed professional engineer including soils and slope stability analysis, boring
and test pit logs, and recommendations on slope setbacks, foundation design, retaining wall
design, material selection, and all other pertinent elements.
19. ❑
Grading Plan, Conceptual: This is required if the proposed grade differential on -site will exceed
24" from the top of the curb or if the amount of earth to be disturbed exceeds 500 cubic yards.
Please provide 12 copies of a 22" x 34" plan drawn by a State of Washington licensed civil
engineer or landscape architect at a scale of 1" to 40' (horizontal feet) and 1" to 10' (vertical feet)
(or other size plan sheet or scale approved by the Planning Division Plan Review Supervisor)
clearly indicating the following:
• Graphic scale and north arrow
• Dimensions of all property lines, easements, and abutting streets
• Location and dimension of all on -site structures and the location of any structures
within 15-feet of the subject property or that may be affected by the proposed work
• Accurate existing and proposed contour lines drawn at two -foot, or less, intervals
showing existing ground and details of terrain and area drainage to include
surrounding off -site contours within 100-feet of the site
• Location of natural drainage systems, including perennial and intermittent streams
and the presence of bordering vegetation
• Setback areas and any areas not to be disturbed
• Finished contours drawn at two foot intervals as a result of grading
• Proposed drainage channels and related construction with associated underground
storm lines sized and connections shown
• Finished floor elevation(s) of all structures, existing and proposed
General notes addressing the following (may be listed on cover sheet):
• Area in square feet of the entire property
• Area of work in square feet
• Both the number of tons and cubic yards of soil to be added, removed, or relocated
`
• Type and location of fill origin, and destination of any soil to be removed from site
20. ❑
Photographs of the Property: Photographs may be submitted with the application as exhibits.
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21. ❑ Plan Reductions: Please provide one 8'/2" x 11" legible reduction of each full size plan sheet
(unless waived by your Project Planner). The sheets that are always needed in reduced form
are: landscape plans, conceptual utility plans, site plan or plat plan, neighborhood detail map,
topography map, tree cutting/land clearing plan, critical areas plans, grading plan, and building
elevations. These reductions are used to prepare public notice posters and to provide the public
with information about the project. The quality of these reductions must be good enough so that
a photocopy of the reduced plan sheet is also legible. The reduced plans are typically sent in
PDF format to the print shop and then are printed on opaque white mylar-type paper (aka rhino
cover) to ensure legibility. If your reduced plans are not legible once photocopied, you will need
to increase the font size or try a different paper type. Illegible reductions cannot be accepted.
Please also be sure the reduced Neighborhood Detail Map is legible and will display enough
cross streets to easily identify the project location when cropped to fit in a 4" by 6" public notice
space. Once the reductions have been made, please also make one 8'/2" x 11" regular
photocopy of each photographic reduction sheet. Some of the local Renton print shops that
should be able to provide you with reductions of your plans are Alliance Printing (425) 793-5474,
Apperson Print Resources (425) 251-1850, and PIP Printing (425) 226-9656. Nearby print shops
are Digital Reprographics (425) 882-2600 in Bellevue, Litho Design (206) 574-3000 and
Reprographics NW/Ford Graphics (206) 624-2040.
22. ❑ Colored Maps for Display (DO NOT MOUNT ON FOAM -CORE OR OTHER BACKING):
Please color 1 copy of each of the following full size plan sheets (24" x 36") or other size
approved by the Planning Division) with a 1/4" or larger felt tip marker for use in presenting the
project to the Environmental Review Committee and at any required public hearing:
• Neighborhood Detail Map
• Site Plan
• Landscaping Plan
• Elevations
The following colors are required:
Red -North Arrow, outer property boundary. Proposed new lot lines (dashed). Do not color
existing lot lines which are to be eliminated or relocated.
Blue -Street names identified with lettering of at least 1" in height. Street names must be
legible at a distance of 15-ft.
Brown -Existing buildings (Please do not color buildings which will be demolished or
removed)
Yellow -Proposed buildings
Light Green -Landscaped areas
Dark Green -Areas of undisturbed vegetation
All Plans and Attachments must be folded to 81/2" by 11"
REVIEW PROCESS: Once a complete land use application package has been accepted for initial
review, the Planning Division will post three notices of the pending application at or near the subject site
and mail notices to property owners within 300 feet of the project site. The proposal will be routed to
other City departments and other jurisdictions or agencies who may have an interest in the application.
The reviewers have two weeks to return their comments to the Planning Division. Within approximately
two weeks, the Planning Division will prepare a report regarding the proposal's compliance with
applicable codes and the City's review criteria. The review process that follows varies depending on the
type of application request.
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Administrative Variances: A public hearing is not required. The Planning Division
reviews the proposal and any staff or public comments prior to making a decision. The
decision to approve, conditionally approve, or deny the proposal will be mailed to all
persons listed on the Master Application and all parties of record.
Hearing Examiner Variances: A public hearing is required. After review of the
proposal and any staff or public comments, the Planning Division staff will forward a
report and recommendation to the Hearing Examiner prior to the hearing. This report
will be mailed to all persons listed on the Master Application and all parties of record.
Notice of the public hearing will be published in the Renton Reporter at least 10 days
prior to the hearing, the site will be posted again, and parties of record will receive
notices of the hearing via mail. Applicants are strongly encouraged to attend the public
hearing for their proposal. City staff will first make a presentation to the Hearing
Examiner about the proposal. Then the applicant and any citizens in support of the
proposal will give testimony. When giving testimony, names and addresses must be
stated for the record. Following this, individuals with neutral or opposing comments will
give their testimony to the Hearing Examiner. City staff or the applicant will address
additional questions raised throughout the hearing. The Hearing Examiner will review
the proposed application and issue a final decision within 14 days of the hearing unless,
at the time of the public hearing, the Hearing Examiner indicates additional time will be
required for issuance of the decision. The decision to approve, conditionally approve,
or deny the proposal will be mailed to all persons listed on the Master Application and
all parties of record.
APPEAL AND RECONSIDERATION PROCESS FOR DECISIONS: Any person, including the
applicant, aggrieved by the granting or denial of an application, may make a written application for
reconsideration to the Reviewing Official within 14 calendar days of the date of the decision. After review
of the request, the Reviewing Official may take whatever action is deemed proper. The Reviewing
Official's written decision on the reconsideration request will be mailed to all parties of record within 10
days from the date the request was filed. If any party is still not satisfied after a reconsideration decision
has been issued, an appeal may be submitted within 14 days to:
• The Hearing Examiner for Administrative decisions
• The City Council for Hearing Examiner decisions
An appeal may be filed without first requesting reconsideration by the Reviewing Official,
however, it must be filed within 14 days of the date when the original decision was issued. See
Renton Municipal Code, Section 4-8-110 for further information on the appeal process and time
frames.
BUILDING AND CONSTRUCTION PERMIT ISSUANCE AND INSTALLATION OF IMPROVEMENTS:
In the City of Renton, a Building Permit must be obtained to build buildings and structures. A
Construction Permit must be obtained to install utility lines, transportation improvements and undertake
work in City right-of-ways. Building and Construction Permits are separate permits.
Applicants may apply for building and construction permits concurrently with their request for a land use
application. However, the applicant should be aware any conditions of land use permit approval may
create a need for revisions to other permit applications whereby additional fees may be charged.
Refunds of building permit charges are not available.
If no appeals or reconsideration requests are filed within 14 days of the effective date of the decision to
approve the application, the applicant may obtain building and construction permits. A construction
permit for the installation of on -site and off -site utilities will be issued upon the review and approval of
civil engineering drawings by the Division's Public Works Section and receipt of all applicable
development and permit fees. A building permit will be issued upon the Building Section's approval of
building plans and receipt of all applicable fees.
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EXPIRATION AND EXTENSIONS: Once an application has been approved, the applicant has two
years to comply with all conditions of approval and to apply for any necessary permits before the
approval becomes null and void. The approval body that approved the original application may grant a
single one-year extension. The approval body may require a public hearing for such extension.
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0' 1
132ND STREET SEWER EXTENSION PROJECT
iw
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
A&Grettc Associates«<
ENVIRONMENTAL CONSULTANTS
132ND STREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
PREPARED FOR:
STANTEC CONSULTING SERVICES INC.
ATTN: REBECCA SAUR
11130 NE 331LD PLACE, SUITE 200
BELLEVUE, WA 98004
PREPARED BY:
GRETTE ASSOCIATESLLC
2102 NORTH 30TH STREET, SUITE A
TACOMA, WASHINGTON 98403
(253)573-9300
FEBRUARY 4, 2014
CHAD WALLIN DATE
BIOLOGIST
Grcttc AssociatesLLC
NrENVIHJ;U ,wiENTAL CONSULTANTS
TABLE OF CONTENTS
1 INTRODUCTION......................................................................................................
1
2 PROJECT DESCRIPTION.........................................................................................
1
2.1 Current Use.........................................................................................................
1
2.2 Proposed Actions................................................................................................
1
3 EXISTING CONDITIONS.........................................................................................
3
3.1 Stream Classification..........................................................................................
3
3.2 Existing Buffer Conditions.................................................................................
3
3.3 Topography.........................................................................................................
3
4 ANALYSIS OF ALTERNATIVES............................................................................
4
4.1 Avoidance...........................................................................................................
5
4.2 Minimize.............................................................................................................5
4.3 Restoration..........................................................................................................
5
4.4 Adverse Impacts........................................................ ........... I..............................
5
4.5 Compensation.....................................................................................................
5
5 IMPACT EVALUATION..........................................................................................
6
5.1 Affected Resources.............................................................................................
6
5.1.1 Existing Stream Buffer Functions..........................................................................
6
5.1.2 Impact Determination............................................................................................
6
6 MITIGATION PLAN.................................................................................................
7
6.1 Target Functions.................................................................................................
7
6.2 Goals and Objectives..........................................................................................
7
6.3 Mitigation Design...............................................................................................
7
6.3.1 Grading Plan.........................................................................................................
7
6.3.2 Planting Plait.........................................................................................................
8
6.3.3 Planting Schedule..................................................................................................
8
6.3.4 Preparation and Installation of Planting Materials ..............................................
9
7 COMPLIANCE INSPECTION..................................................................................
9
7.1 Compliance Inspection........................................................................................
9
7.2 Compliance Inspection Report ............................................................................
9
8 BIOLOGIST QUALIFICATIONS...........................................................................
10
ChadWallin..................................................................................................................
10
9 REFERENCES.........................................................................................................
10
LIST OF FIGURES
Figure 1. King County Parcel Map (iMAP 2014).................................................................
Figure 2. Topoography map (City of Renton 2014).............................................................
LIST OF TABLES
Table 1. Proposed Critical Area Impact Summary by Type .................................................
Table 2. Proposed Planting Schedule....................................................................................
LIST OF APPENDICES
Appendix A. Project Site Plan
Appendix B. Mitigation Plan
132" `t Sewer- Extension Project i February 26, 2014
Supplemental Stream Studv and Stream Brer-Mitigation Plan Grette Associates, LLC
2
4
6
I INTRODUCTION
Grette Associates-1-c is under contract to Stantec Consulting Services, Inc. (Stantec) to
prepare a Supplemental Stream Study and Stream Buffer Mitigation Plan for the City of
Renton Sanitary Sewer Extension project (Project) located at 8223 South 132°d Street in
Renton, WA. The Project site is located within King County Tax Parcel 2144800535 and
within Section 13, Township 23North, Range 4 East, W.M. (Figure 1).
This Supplemental Stream Study and Stream Buffer Mitigation Plan (Plan) has been
prepared in accordance with the requirements of the City of Renton Municipal Code
(RMC) Chapter 4.3.050L — Critical Area Regulations.
A Grette Associates'-'-c biologist visited the subject parcel on January 14, 2014 to
perform an assessment of the stream and associated stream buffer within the Project area.
Prior to the site visit, the ordinary high water mark (OHWM) determination was
completed by the Project proponents. During the OHWM determination, the stream
boundary was flagged and surveyed for use in this Plan. The OHWM is presented in all
stream related figures to assess the extent of disturbance associated with this Project.
2 PROJECT DESCRIPTION
2.1 Current Use
The subject parcel is currently undeveloped. With the exception of the southern portion,
the site is mostly a grass field that appears to be regularly maintained and was likely
previously used as a livestock pasture. The existing vegetation outside of the maintained
area consists of a forested vegetation community that is dominated by Himalayan
blackberry (Rubes discolor), red elderberry (Satnbucets racemosa), salmonbery (Rublts
spectabilis), red alder (Alms rubra), and black cottonwood (Populus balsam feria). Non-
native, invasive species observed during the site assessment include Himalayan
blackberry, English holly (Llex ayuifolium), English ivy (Hedera helix), bamboo
(Bambusodae spp.), and magnolia (Magnolia spp.). These non-native, invasive species
were located primarily along the western boundary of the subject parcel.
2.2 Proposed Actions
The purpose of the proposed City Project is to connect several existing properties that are
currently being served by onsite septic systems to the City of Renton's sewer system.
The Project includes design of approximately 436 linear feet of new 8 inch PVC
underground sewer main along South 132nd Street and approximately 338 linear feet of
new 8 inch PVC underground sewer main between the proposed South 132nd Street
alignment and the existing Earlington sanitary sewer main. The 338 linear feet of new
sanitary sewer will extend through the subject parcel and will cross over an unnamed
Class 4 stream in the southwest corner of the site (Appendix A). The length of the
sanitary sewer line that will daylight across the Class 4 stream and associated stream
buffer is approximately 58 linear feet (Appendix A). All remaining sanitary sewer line
will be placed underground.
132"O Street Seiner Extension Project 1 February 26, 2014
Supplemental Stream Studt, and Stream Buffer Mitigation Plan Grette Associates, LLC
Figure 1. King County Parcel Map (iMAP 2014)
King County Tax Parcel Map
Renton ^.
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- �„rry fr.M ro et W&W w * ft . p d C V S f�7 Mte - lsAb bM W W o• r�1� b fl! Nr d fud' HanlMf,
LGvr1Wf A 110f Kfifdll W � Y fY1fr p00.� 14'Ip Cd�'h f1� �d M Yt! b ury Yslnl �eetil. FEwd. ntbld d d�e�gltibl
Ll&,.1WV r.,ftlft.N-�I ,, K ^� �dn,..�K �K.>�.,� a,.r. ,�,,.. King County
!ib ,n� O� •'IO'I,IfCf„ p1 HY n'ep b Ca' ofA l.cepl bI w,ien P«e,bror 01 K+p CD.AY
Gft r_+.'JON 6a KM CO f, WAP- n Wft WIWWMd1 IM1p MMw„ *JaW 9D4r& W)
132"d Street Sewer Extension Project 2 Februan, 26, 2014
Supplemental Stream Studv and Stream Buffer Mitigation Plan Grette Associates, LLC
3 EXISTING CONDITIONS
The onsite stream that is located in the southern portion of the subject parcel originates
from two streams that likely collect surface and shallow subsurface water from the
surrounding areas. These two streams join at the intersection of S. 132"d Street and 801"
Ave. South and flow east towards the subject parcel. Upstream of the confluence, the
two streams are conveyed through a series of culverts. However, at the confluence the
streams begin to flow in a natural channel. Within this natural stream reach, the stream
flows beneath several public roads prior to being fully conveyed through storrnwater
features and directed to the south shore of Lake Washington. Within the subject parcel,
the bankfull width of the channel is approximately 36 inches.
3.1 Stream Classification
Based on the City of Renton's stream inventory (City of Renton 2014) and previous
correspondence with City staff (Gerald Wasser 2010), the stream located along the
southern portion of the subject parcel is a Class 4 stream. Class 4 streams are non-
salmonid bearing streams with intermittent flows during years of normal precipitation.
Per RMC 4.3.050L.5a, Class 4 streams are subject to a 35 foot buffer width.
Within the Project area, the existing stream bed is comprised of a sand and fine/medium
gravel mixture and is confined within its banks by a constructed wall of automotive tires.
Tire walls armor both sides of the stream channel within the Project area. There is no
evidence that these tire walls extend upstream or downstream, and it appears that the tire
walls are only present within the southwestern portion of the subject parcel.
3.2 Existing Buffer Conditions
The stream buffer within the Project area consists of native and non-native vegetation
species that have developed several canopy layers. The dominant forested species within
the stream buffer include red alder, black cottonwood, and red cedar (Thtrja plicata).
Beneath the forest vegetation is a scrub -shrub sub -canopy dominated by Himalayan
blackberry, red elderberry, salmonbery, and magnolia. Groundcover vegetation within
the stream buffer is sparse with an occasional sword fern (Polystichum munition).
However, along the western parcel boundary, groundcover is more prominent and is
dominated by English ivy and creeping buttercup (Ra»unculus repens).
3.3 Topography
The general topography within the subject parcel consists of a gradual south facing slope
(approximately 14% slope) that extends to the approximate stream buffer boundary
(Figure 2). From the stream buffer boundary to the left bank of the stream the
topography increases to approximately 28% slope. The stream buffer topography
associated with the right bank of the stream is approximately 58% slope. Similarly to the
left bank, the area outside of the stream buffer is less steep, approximately 14% slope.
According to the City of Renton's COR Maps (City of Renton 2014), both sides of the
stream are mapped as regulated slopes (>25% and <40% slope).
132"° Street Sewer Extension Project 3 February 26. 2014
Supplemental Stream Stud>> and Stream Buffer Mitigation Plan Grette Associates, LLC
Figure 2. Topoography map (Cite of Renton 2014).
4 ANALYSIS OF ALTERNATIVES
The City of Renton, per RMC 4.8.120.D.19S, requires that any proposed project that
contains a water body or associated buffer area evaluate alternative methods of
developing the subject parcel. This section describes the efforts made by the project
proponent to apply alternative methods to the proposed Project. An analysis of
alternatives is a set of steps designed to prevent avoidable impacts to the environment and
then rectify those impacts that cannot be avoided. The steps considered during the
planning of this Project are described below.
132"" Street Sewer Extension Project 4 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
4.1 Avoidance
In the case of this project, avoidance is not feasible. In order to provide functioning City
sanitary sewer service to existing properties that are currently being served by onsite
septic systems, the proposed sanitary sewer extension will require connections between
South 132nd Street and the existing Earlington sanitary sewer line. No feasible
alternatives exist to provide these connections without crossing the stream channel on the
subject property.
4.2 Minimize
The Proposed project has been designed to minimize impacts to the critical areas within
the subject parcel. As currently designed, the proposed Project would require a
temporary stream buffer disturbance, approximately 902 square feet in size, that would be
associated with the trenching and placement of the new 8 inch PVC sanitary sewer main.
Additionally, the pipe is proposed to cross the stream channel as close to perpendicular as
is practicable and will be elevated approximately 15 feet above the wetted channel to
avoid disturbance to the stream channel. No disturbance to the stream bed or bank is
proposed during this Project. Furthermore, the current design of the Project does not
propose removal of any existing mature trees, and Best Management Practices would be
employed to prevent disturbances to areas outside of the construction area.
4.3 Restoration
Restoration of temporarily disturbed stream buffer areas will occur upon completion of
the proposed Project (see Section 7). The proposed Project will reestablish preexisting
topography and replant the temporarily disturbed stream buffer area with native
vegetation. All non-native species removed during the placement of the sanitary sewer
line will be disposed of at an approved offsite location, and will be replaced with native
species.
4.4 Adverse Impacts
Adverse impacts to the stream or stream buffer will not likely occur as a result of the
proposed Project. As discussed below in Section 7.2.1, the Project will employ all
necessary Best Management Practices (BMPs) to minimize erosion of disturbed surface
soils and to prevent sediment -laden runoff from entering the Class 4 stream.
Furthermore, all disturbed areas will be replanted with native vegetation.
4.5 Compensation
With the exception of the portion of the sewer pipe that will daylight, all disturbances to
the stream buffer will be temporary. The areas where the pipe will extend from the soil
surface are approximately four square feet in total size. This extremely small footprint
compared to the size of the stream buffer within the project area is anticipated to be
insignificant based on function. Therefore, no compensation is proposed for this Project.
132" Sheet Seiner Extension Project 5 Febrtrao, 26, 2014
Supplemental Stream Studs, and Stream Buffer Mitigation Plan Grette Associates, LLC
5 IMPACT EVALUATION
The proposed Project will result in unavoidable temporary impacts to the stream buffer
within the subject parcel. These impacts are described in detail below. The impacts
addressed in this Plan are specific to the Class 4 stream and associated buffer.
5.1 Affected Resources
As discussed above, the proposed Project will temporarily disturb approximately
902 square feet of stream buffer. However, the existing stream buffer within the Project
area does not provide quality buffer function due to the amount of invasive vegetation
and previous alterations. Although temporary, the impacts associated with the Project
would require removal of vegetation and soil disturbance within the construction area.
No mature trees will be removed during this Project. No impacts to the stream bed or
bank are proposed.
5.1.1 Existing Stremm Buffer Functions
The stream buffer within the Project area consists of native and non-native vegetation
species that have developed a stratified forest canopy. The upper forest canopy consists
of mature deciduous and evergreen species that provide shading and nutrient loads to the
stream and stream buffer. Beneath the upper forest canopy, the sub -canopy consists of
scrub -shrub species that likely provide some shading and nutrient load as well. Due to
the topography and the existing armoring of the stream bank, the buffer vegetation likely
does not provide significant hydrologic function during seasonally heavy rain events.
During heavy rains, the understory buffer vegetation likely does not reduce the surge
effect associated with stormwater runoff in highly developed areas.
The existing stream buffer likely provides moderate wildlife habitat function due to the
presence of the stream and forested area. Wildlife functions within the stream buffer
include small marnmal foraging and cover, passerine and raptor foraging, and amphibian
foraging, breeding, and refuge.
5.1.2 Impact Determination
The proposed impacts associated with the construction of the sanitary sewer line will be
temporary and will not result in a net -loss of stream buffer function. Furthermore, the
current design entails the least amount of impact to critical areas within the subject
parcel. With the exception of the daylight portion of the sanitary sewer line, no
permanent structure will be placed within the stream buffer area. The portion of the
sanitary sewer line that will daylight and span the stream will not adversely affect stream
or stream buffer function, as it will be elevated off of the ground and will not impede
existing stream or stream buffer processes. Affected critical areas by type are
summarized below in Table 1.
Table 1. Proposed Critical Area Impact Summary by Type.
Impact Area Size Duration...
Stream Buffer
Sewer Line Installation 902 square feet Temporary
132"° Street Sewer Extension Project 6 Feb•uan, 26, 2014
Supplemental Stream Stuck; and Stream Buffer Mitigation Plan Grette Associates, LLC
6 MITIGATION PLAN
Mitigation will occur within the subject parcel (Appendix B, Sheet 1). Actions proposed
include restoring approximately 902 square feet of stream buffer and employing BMPs
during construction.
6.1 Target Functions
Per RMC 4.3.050.3c, alterations to stream areas and associated buffers shall achieve
equivalent or greater biological and hydrological functions. The restoration of the
temporarily disturbed stream buffer area will provide greater functional value to what
currently exists in the buffer area. Currently, the buffer that will be temporarily disturbed
provides little buffer function due to existing non-native vegetation and very little ground
cover. Restoring the temporarily disturbed buffer area will provide greater vegetation
diversity and hydrological function through the planting of native shrubs and seeding of
native grasses. Establishing denser native groundcover within the disturbed area will
reduce surface stormwater runoff and filter out sediments and toxins from stormwater.
Currently, the groundcover within the forested buffer is mostly bare and likely does not
filter out significant amounts of sediment and pollutants from surface water.
6.2 Goals and Objectives
The overall goal of the mitigation plan is to restore temporarily disturbed vegetation
within the stream buffer. With the exception of where the sewer line extends out of the
ground, the exposed portion of the sanitary sewer- line that will span the stream will not
have contact with the ground and thus will not impede natural stream or stream buffer
processes. Surface contact with the sewer- line will be less than four square feet in size.
More specific mitigation goals include:
1. Ensure no net loss of stream buffer function;
2. Provide enhanced native plant diversity;
3. Provide enhanced water quality function.
Specific functional objectives of the Plan include:
1. Restore approximately 902 square feet of disturbed stream buffer;
2. Seed all disturbed soils within the construction area.
6.3 Mitigation Design
The intent of the mitigation actions at the subject parcel is to offset the temporary stream
buffer disturbance associated with the Project and to ensure no net loss of stream buffer
function.
6.3.1 Grading Plan
Initially, the extent of the proposed work area will be clearly marked and silt fencing will
be installed along the outer work limits. All vegetation within the areas proposed for
excavation will be mechanically removed and disposed of at an approved upland
location. Excavation, grading, and clearing limits within the stream buffer will be limited
to 7.5 feet on either side of the centerline of the 8 inch PVC sanitary sewer line.
132"" Street Seiver Extension Project 7 February 26. 2014
Supplemental Stream Study; and Stream Buffer Mitigation Phm Grette Associates, LLC
During all construction activities, Best Management Practices (BMPs) will be employed
to minimize erosion of disturbed surface soils and to prevent sediment -laden runoff from
leaving the project site. BMPs to be employed during construction may include (but are
not limited to) silt fencing and/or straw bales around the perimeter of the clearing and
grading areas, mulching areas immediately after completion of grading, and installation
of plant material as soon as practical after grading.
Once the vegetation is removed, excavation and grading will be conducted using
excavators, dump trucks, and other like equipment as needed to complete the work. All
excavated soils within the stream buffer will be cast into dump trucks for temporary
storage and reused as back fill material in the stream buffer area. At no point will
equipment extend outside of the 15 foot wide public sanitary sewer easement. Plantings
within the disturbed stream buffer area will be immediately installed once the final grade
is achieved.
6.3.2 Planting Plan
Plant installation will be performed in accordance with the specifications outlined in this
Plan. Any alterations to the planting plan due to site conditions will require approval
from the City of Renton prior to installation. The project proponent is only proposing
planting within the designated restoration area (Appendix B, Sheet 2).
The intent of restoring stream buffer vegetation with native grass and shrub species is to
provide greater plant diversity and water quality and hydrological functions within the
area proposed for disturbance. Shrub species will be planted on 4 to 5 foot centers and
will include Scouler's willow (S(lix scouleriana), red elderberry, red -osier dogwood
(Cornits stolonlfera), and cascara (Rhamnus purshiana). A dense planting schedule is
proposed based on the non-native invasive species that are present outside of the
restoration area. Over planting will provide a better opportunity for native species to
compete with non-native, invasive species.
6.3.3 Planting Schedule
The proposed planting schedule for the restoration area is presented below in Table 2.
The specific quantities of each species will be calculated during final design of the
mitigation action. In order to reduce mortality, a late fall plant installation schedule
(October — November) is preferred. Plants should not be installed during or immediately
before freezing weather. All remaining bare soils within the restoration area will be
seeded within an approved native seed mix consisting of species such as Idaho fescue
(Festuca idahoensis ssp. roerneri), blue wildrye (Elymits glauctts), spike bentgrass
(Agrostis exercim), and red fescue (Festuca rubra), or like native species.
Table 2. Proposed Planting Schedule
Common Name I Species Name I Quantity' Size S acin O.0
Stream Buffer Enhancement
Scouler's willow
Salix scouleriana
20
2 gallon
4' to 5'
Red elderberry
Sambucus racemosa
6
2 gallon
4' to 6'
Vine maple
Aeerc•irc•inannn
20
2 gallon
4' to 5'
Cascara
Rhanmus purshiana
6
2 gallon
4' to 6'
' Plant quantities will be verified following final design.
132"° Street Seiner Extension Project 8 February 26, 2014
Supplemental Stream Studv and Stream Buffer Mitigation Plan Grette Associates, LLC
All plant materials to be used on the site will be native to Western Washington and will
consist of nursery grown stock from a reputable, local dealer. Only native species
specified in the approved plant schedule are to be used; no hybrids will be allowed. Plant
substitutions must be approved by the City of Renton if specified species are not
commercially available.
Plant material provided will be typical of their species or variety; they will exhibit
normal, densely -developed branches and vigorous, fibrous root systems. Plants will be
sound, healthy, vigorous plants free from defects and all forms of infestation.
6.3.4 Preparation and Installation of Planting Materials
The landscape contractor shall verify the location of all elements of the landscape plan
prior to installation. The contractor may adjust the locations of landscape elements
during the installation period as necessary.
Circular plant pits with vertical sides will be excavated for all container stock. The pits
should be at least twice the diameter of the root system, and the depth of the pit should
accommodate the entire root system. The bottom of each pit will be scarified to a depth of
4 inches, and the pit should be thoroughly wetted prior to plant insertion to prevent capillary
stress. The planting hole shall be amended with a mixture of topsoil and organic material if
necessary to provide appropriate rooting media.
Broken roots should be pruned with a sharp instrument and rootballs should be
thoroughly soaked prior to installation. Set plant material upright in the planting pit to
proper grade and alignment. Water- plants thoroughly midway through backfilling and
again upon completion of backfilling. No filling should occur around stems. Do not use
frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of each
planting pit to retain water, and install a 2-1/2 inch layer of mulch around the base of each
container plant.
7 COMPLIANCE INSPECTION
7.1 Compliance Inspection
A compliance inspection will consist of evaluating the plantings immediately after
construction to confirm the Plan was followed and the plants were installed appropriately.
A walk-through survey will be conducted to verify that installation conforms to the
approved Plan. Photographs will be taken to document the completion of the restoration
actions.
7.2 Compliance Inspection Report
Within 60 days of completion of stream buffer restoration, the Project proponents will
prepare and submit a compliance inspection report to the City of Renton. This report will
document the implementation of the restoration actions and describe any deviations from
the original Plan. The report will also describe any potential problems identified during
installation and any recommended remedies to be proposed to the City. Representative
photographs will be taken to further document the implementation of this Plan.
132"d Street Server Extension Project 9 Februaty 26, 2014
Supplemental Stream Studio and Stream Buffer Mitigation Plan Grette Associates, LLC
i
8 BIOLOGIST QUALIFICATIONS
Chad Wallin
Chad Wallin is a Biologist with professional experience and training in wetland science,
wetland ecology, ecological restoration, critical area monitoring, and mitigation planning.
His work experience in the Pacific Northwest includes but is not limited to wetland and
stream delineations, habitat assessments, marine surveys, wetland and stream restoration,
wetland and stream mitigation plans, stream surveys, and related environment studies and
surveys.
Chad has earned a Bachelor's of Arts degree in Environmental Studies from the
University of Washington along with certificates in Wetland Science and Management
and Ecology Restoration through the University of Washington. In addition, Chad has
completed training for Ecology's Wetland Rating System, Ordinary High Water Mark,
and Calculating Compensatory Mitigation in Wetlands.
For a list of representative projects, please contact him at Grette Associates.
9 REFERENCES
iMAP. 2014. King County iMAP: Interactive Mapping Tool (online GIS). King County
Tax Parcel Map [map online]. Accessed [27 January 2014]. URL:
http:i/N\,ww.kin cg ounty.gov/operations/GIS/Maps/iMAP.as]2x.
City of Renton. 2014. City of Renton COR Maps (online GIS). Critical Areas Map.
Accessed [27 Janurary 2014]. URL: http://rentonwa.gov/govemment/default
.aspx?id=29886. Interactive Layers = "Streams and Slopes".
Gerald Wasser. 2010. Re: John Stewart Sanitary Sewer Extension, PRE10-034.
Message to markr(a,)concepten�, or]. O1 November 2010.
132"d Street Sewer Extension Project 10 February 26, 2014
Supplemental Stream Studv and Stream Buffer Mitigation Plan Grette Associates, LLC
132ND STREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
APPENDIX A: PROJECT SITE PLAN
13Td Street Sewer Extension Project A February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
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OF PROJECT SITE PLAN EXTENSION PROJECT
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SITE ADDRESS. I DRAWING SCALE: STAIVEC PCW
8223 S. 132ND STREET. RENTON. WA 1/2• - 1'0• CKM :SY PATL-02 14
132NDSTREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
APPENDIX B: MITIGATION PLAN
132nd Street Sewer Evension Project B February 26, 2014
Supplemental Stream Studv and Stream Buffer Mitigation Plan Grette Associates, LLC
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APPENDIX B
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CITY OF RENTON
S. 132ND STREET SANITARY SEWER LINE
EXTENSION PROJECT
TAX PARCEL
214480-0535
NORTH RESTORATION ZONE
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May 9, 2014 Community & Economic Development Department
C.E."Chip"Vincent, Administrator
RECEIVED
John Hobson, Sewer Utilities Division MAY 12 2014
City of Renton CITY OF RENTON
1055 S Grady Way, 5`r' FL UTILITY SYSTEMS
Renton, WA 98057
SUBJECT: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION
132"d Sewer Main Extension Variance, LUA14-000453
Dear Mr. Hobson:
This letter is written cn behalf of the Environmental Review Committee (ERC) to advise
you that they have completed their review of the subject project and have issued a
threshold Determination of Non -Significance -Mitigated with Mitigation Measures.
Please refer to the enclosed ERC Report, for a list of the Mitigation Measures.
Appeals of the environmental determination must be filed in writing on or before 5:00
p.m. on May 23, 2014, together with the required fee with: Hearing Examiner, City of
Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are
governed by RMC 4-8-110 and information regarding the appeal process may be
obtained from the City Clerk's Office, (425) 430-6510.
If the Environmental Determination is appealed, a public hearing date will be set and all
parties notified.
If you have any further questions, please call me at (425) 430-6593.
For the Environmental Review Committee,
r S-Vow���
Kris Sorensen
Associate Planner
Enclosure
cc: John Steward / Owner(s)
John Hobson, COR / Applicant
Rebecca Saur,Douglas Warne / Party(ies) of Record
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
1r,1 Cit of
jj t
OF ENVIRONMENTAL DETERMINATION
ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: 132"d Sewer Maini.Extension Variance
PROJECT NUMBER: LUA14-000453
LOCATION: PID 214480-0535
DESCRIPTION: The applicant, the' City of Renton, is requesting Environmental (SEPA) Review
and Administrative Critical Area Variance Review for" a 775 lineal foot extension of public 8-inch sewer main and
associated appurtenances to S 132nd Street, west of Renton Ave S and east of S Langston Road, from the south.
The project location is within the public right-of-way of S 132nd St and across a vacant privately owned parcel
(PID 2144800535),'from south to north, that has an'unnamed Class 4 stream and associated critical area buffer.
The vacant parcel is 52,143 square feet (1.2 acres), and zoned Residential-14. The proposed sewer main crosses
the stream on the vacant property at the southwest"corner of the project site, where the 8-inch sewer main will
cross approximately 8 feet above the stream and will be contained within an 18-inch steel casing, supported on
either side of the stream, by large concrete blocks. All nine trees on -site are proposed to be retained.
Approximately 902 square feet of stream buffer area will be impacted. A Supplemental Stream Study and Stream
Buffer Mitigation Plan are provided with a stream buffer planting plan.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED
ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
Appeals of the environmental determination must:6e filed in writing on or before 5:00 p.m. on May 23,
,.
2014, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way,
Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information
regarding the appeal process may be obtained from f he Renton City Clerk's Office, (425) 430-6510.
IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES
NOTIFIED.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF
COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION.
w
DEPARTMENT OF COMMUNITY r City of., yl
AND ECONOMIC DEVELOPMENT
ENVIRONMENTAL REVIEW COMMITTEE REPORT AND
ADMINISTRATIVE VARIANCE REPORT & DECISION
ERC MEETING DATE:
May 5, 2014
Project Number:
LUA14-000453, V-A, ECF
Project Name:
132"d Sewer Main Extension Variance
Project Manager:
Kris Sorensen, Associate Planner
Owner of Parcel
John Stewart
214480-0535 with
8223 S 132" d St
utility easement:
Seattle, WA 98178
Owner of 132"d Right-
City of Renton
of -Way
1055 S Grady Way, 5th Floor
Renton, WA 98057
Applicant:
John Hobson, Sewer Utilities Division
City of Renton
1055 S Grady Way, 5th Floor
Renton, WA 98057
Contact:
Rebecca Saur
Stantec Consulting ServicesJnc��,,
11130 NE 33rd PI, Suite 200
Bellevue, WA 98004
Project Location:
Parcel Identification Number 214480-0535
Project Summary:
The City of Renton is requesting Environmental (SEPA) Review and
Administrative Critical Area Variance Review from Renton Muncipal Code for a
775 lineal foot extension of public 8-inch sewer main and associated
appurtenances to S 132nd Street, west of Renton Ave S and east of S Langston
Road, from the south. The project location is within the public right-of-way of S
132nd St and across a vacant privately owned parcel (PID 2144800535). The
sewer connects with a sewer main along the southerly boundary of the
property and runs north to 132nd. The parcel has an unnamed Class 4 stream
and associated critical area buffer. The vacant parcel is 52,143 square feet (1.2
acres) and zoned Residential-14. The proposed sewer main crosses the stream
on the parcel at the southwest corner of the project site, where the 8-inch
sewer main will cross approximately 8 feet above the stream and will be
contained within an 18-inch steel casing, supported on either side of the
stream, by large concrete blocks. All nine trees on -site are proposed to be
retained. Approximately 902 square feet of stream buffer area will be impacted.
A Supplemental Stream Study and Stream Buffer Mitigation Plan are provided
with a stream buffer planting plan.
Exist. Bldg. Area SF:
N/A Proposed New Bldg. Area (footprint): N/A
Proposed New Bldg. Area (gross): N/A
w
City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 2 of 19
Site Area: 9,500 sf Total Building Area GSF: N/A
STAFF Staff Recommends that the Environmental Review Committee issue a
RECOMMENDATION: Determination of Non -Significance - Mitigated (DNS-M).
Project Location Map
PART ONE: PROJECT DESCRIPTION / BACKGROUND
A. EXHIBITS:
Exhibit 1: Staff Report (dated May 5, 2014)
Exhibit 2: 132"d Street Sewer Extension Project, Supplemental Stream.Study and Stream Buffer
Mitigation Plan; Prepared by Grette Associates Environmental Consultants; dated
February 4, 2014
Exhibit 3a: Appendix A: Project Site Plan; 132" d Street Sewer Extension Project, Supplemental
Stream Study and Stream Buffer Mitigation Plan; Prepared by Grette Associates
Environmental Consultants; dated February 4, 2014
Exhibit 3b: Appendix B: Mitigation Plan (and Stream Buffer Planting Plan); 132"d Street Sewer
Extension Project, Supplemental Stream Study and Stream Buffer Mitigation Plan;
Prepared by Grette Associates Environmental Consultants; dated February 4, 2014
Exhibit 4: Zoning Map
Exhibit 5: Aerial Photo
Exhibit 6: Project Area Site Plan & Elevation Drawing
Exhibit 7: Environmental Checklist
Exhibit 8: City of Renton Maps — Sanitary Sewer System Lines, Printed May 2, 2014
Exhibit 9: Washington Department of Fish and Wildlife Comment — Hydraulic Project Approval
Exhibit 10: City of Renton Long -Range Wastewater Management Plan of 2010
Exhibit 11: Advisory Notes / Review Comments
City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 3 of 19
B. GENERAL INFORMATION:
1. Owner of Record, Parcel 214480-0535:
2. Owner of 132"d Right -of -Way:
3. Zoning Designation:
John Stewart; 8223 S 132"d St; Seattle WA 98178
City of Renton
Residential —14 dwelling units per acre (R-14) and
Residential — 8 dwelling units per acre (R-8)
4. Comprehensive Plan Land Use Residential Multi -family (RMF) and Residential
Designation: Single Family
S. Existing Site Use: Vacant
6. Neighborhood Characteristics:
North: Garden and Nursery Business (R-14)
East: Single-family Residential (R-14)
South: Single-family Residential (R-10)
West: Single-family Residential (R-10)
7. Access: S. 132" d St
8. Site Area: 53,143 sf
C. HISTORICAL/BACKGROUND:
Action Land Use File No. Ordinance No. Date
Comprehensive Plan N/A 5484 10/18/2009
Zoning N/A 5484 10/18/2009
Annexation N/A 5484 10/18/2009
D. PUBLIC SERVICES:
1. Utilities: The project is installation of new sewer pipes by the City of Renton.
2. Streets: South 132"d St abuts the northern property line of the private parcel through which the
sewer main will be extended.
3. Fire Protection: Fire and emergency services would be provided by the City of Renton Fire
Department.
PART TWO: ENVIRONMENTAL REVIEW
In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those
project impacts that are not adequately addressed under existing development standards and
environmental regulations.
City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 4 of 19
A. ENVIRONMENTAL THRESHOLD RECOMMENDATION
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible
Officials:
Issue a DNS-M with a 14-day Appeal Period.
B. MITIGATION MEASURES
1. The applicant shall comply with the conclusions stated in the 132"d Street Sewer Extension Project,
Supplemental Stream Study and Stream Buffer Mitigation Plan; Prepared by Grette Associates
Environmental Consultants; dated February 4, 2014 (Exhibit 2).
C. ENVIRONMENTAL IMPACTS
The Proposal was circulated and reviewed by various City Departments and Divisions to determine
whether the applicant has adequately identified and addressed environmental impacts anticipated to
occur in conjunction with the proposed development. Staff reviewers have identified that the proposal
is likely to have the following probable impacts:
1. Earth
Impacts: The proposal is to create an extension of sewer main approximately 338 linear feet north to
south and at the northern extension extend the pipe approximately 436 east to west within the 132"d
Street right-of-way. The majority of the 8-inch wastewater pipe would be underground with the
exception of the crossing of a Class 4 stream, where temporary grading would occur to install part of
the extension that will .be above the stream where the ground elevation is lower _in elevation., There is..
58 feet of pipe that would daylight across the Class 4 stream and associated stream buffer.
Approximately 902 square feet of the stream's associated buffer would be temporarily impacted
through the proposed project construction. The proposal would limit excavation, grading, and clearing
limits within the stream buffer to 7.5 feet on either side of the centerline of the 8-inch sanitary sewer
line.
Machinery would be used for trenching, clearing, and other related construction activity to install two
supports for the daylit pipe and installation of the pipe and related casing. Temporary grading of the
site would occur during construction and the existing grade would be re-established as part of the
project. Imported and approved crushed gravel or foundation rock may be utilized when necessary to
support new facility structures. All vegetation within the areas proposed for excavation would be
mechanically removed and disposed of. Native soil material would be used as backfill when possible.
All excavated materials not utilized as backfill as well as displaced materials resulting from trenching
activities would be exported to an approved disposal site. Impacts to the stream and the associated
buffer are anticipated to be temporary as the only impacts would be during construction
Mitigation Measures: No further mitigation required.
Nexus: Nexus: Not applicable.
City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 5 of 19
2. Water
a. Wetland, Streams, Lakes
Impacts: A Supplemental Stream Study and Stream Buffer Mitigation Plan for the 132"d Street Sewer
Extension Project, was prepared by Grette Associates Environmental Consultants, dated February 4,
2014. The study states that a Class 4 stream is located on the private parcel (PID 2144800535) owned
by John Stewart (Exhibit 2). The city has a utility easement on the private parcel. The Stewart owned
parcel with the stream is currently undeveloped, primarily pasture with trees and low -canopy
vegetation around the stream and buffer areas. The site where the stream is located has a gradual
south facing slope of approximately 14%, with steeper slopes along the stream bank, ranging from 28%
on the left bank of the stream, and 58% on the right bank of the stream.
The existing vegetation outside of the pasture area consists of a forested vegetation community
dominated by Himalayan blackberry, red elderberry, salmonberry, red alder and black cottonwood.
Non-native invasive species on -site include Himalayan blackberry, English holly, English ivy, bamboo
and magnolia primarily along the western boundary of the subject site. The existing stream buffer
likely provides moderate wildlife habitat function for small mammal foraging and cover, passerine and
raptor foraging, and amphibian foraging, breeding, and refuge. Vegetation specifically within the
stream buffer area generally consists of red alder, black cottonwood, and red cedar for trees, with the
scrub -shrub lower canopy dominated by blackberry, red elderberry, salmonberry, and magnolia. Buffer
groundcover is sparse with occasional sword fern.
In:o.rder to allow the.extensio.n.ofith-e.sewer.through_the private property andAuthe 132"d-right=of-=
way, the applicant is proposing to underground the majority of the new sewer line with a daylit portion
within the Class 4 stream 35-foot buffer. Work is proposed in the buffer, and the Critical Areas
Ordinance of the city requires a Supplemental Stream Study and Stream Buffer Mitigation Plan where
work would be done in addition to an Administrative Variance to allow the work.
Adverse impacts were analyzed as part of the stream buffer mitigation plan (Exhibit 2) and adverse
impacts would not likely occur as a result of the temporary work within the buffer area where the
sewer pipe would enter the ground on either side of the stream. The area where the pipe will extend
from the soil surface are approximately four square feet in total size. An area within the buffer would
be cleared of vegetation and graded down for the pipe placement, and regarded to the existing grade.
Following the pipe installation and regarding, new plantings will be installed consisting of native
Western Washington species in a denser planting regimen than exists on site currently. Accordint to
the provided stream study, the replacement of native species at a denser coverage than the existing
native and non-native plants would most likely provide greater hydrologic function during seasonally
heavy rain events than what currently exists. The proposed denser native groundcover would most
likely filter out sediments and toxins from stormwater. Additionally, the daylit pipe that spans the
stream would most likely not adversely affect stream or stream buffer function as it would be elevated
above the stream and make a small entry into either side of the stream's buffer area, becoming
underground at those entries. Impacts to the stream and the associated buffer are anticipated to be
temporary as the only impacts would be during construction.
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Mitigation Measures:
1. The applicant shall comply with the 132r'd Street Sewer Extension Project, Supplemental Stream
Study and Stream Buffer Mitigation Plan; Prepared by Grette Associates Environmental
Consultants; dated February 4, 2014 (Exhibits 2, 3, and 4).
Nexus: SEPA Environmental Regulations, RMC 4-3-050 Critical Areas.
3. Utilities
Impacts: The proposed sewer main extension consists of 8-inch PVC pipe primarily undergrounded. For
the portion of the pipe proposed to be daylighted, the pipe would be encased within an 18-inch steel
casing. The north to south route across the private parcel is roughly 338 linear feet, with 58 of those
linear feet being the proposed daylighted extension. Within the 132"d right-of-way, the proposal is of
approximately 436 linear feet underground.
Mitigation Measures: No further mitigation required.
Nexus: Nexus: Not applicable.
D. COMMENTS OF REVIEWING DEPARTMENTS
The proposal has been circulated to City Department and Division Reviewers. Where applicable, their
comments have been incorporated into -the text of this report and/or- `-'Advisory Notes-to.Applicant:" -`
✓ Copies of all Review Comments are contained in the Official File and may be attached to this
report.
PART THREE: ADMINISTRATIVE VARIANCE REVIEW
A. DEPARTMENT ANALYSIS:
1. Compliance with ERC Conditions
The applicant shall comply with the 2 SEPA mitigation measures.
2. Staff Review Comments
Representatives from various city departments have reviewed the application materials to identify
and address issues raised by the proposed development. These comments are contained in the
official file and the essence of the comments has been incorporated into the appropriate sections
of this *report and the Departmental Recommendation at the end of this report.
3. Consistency with Variance Criteria
Section 4-9-250B.10, "Special Review Criteria — Public/Quasi-Public Utility or Agency Altering -
Stream/Lake or Wetland Regulations," lists 10 criteria that the Planning Director is asked to
consider, along with all other relevant information, in making a decision on an Administrative
Variance application. These include the following:
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The Planning Director shall have authority to grant an administrative variance upon making a
determination, in writing, that the conditions specified below have been found to exist:
a. Public policies have been evaluated and it has been determined by the Department
Administrator that the public's health, safety, and welfare is best served;
The Renton Comprehensive Plan policies related to wastewater have been evaluated. The area
where the sewer extension is being provided is zoned for single-family and multi -family
development and the much of this area of Renton does not currently have sewer provided, as
many existing homes are hooked up to individual septic service. The policies and objectives
below were part of this evaluation.
• Objective U-A: Provide an adequate level of public utilities in response to and consistent
with land use, protection of the environment, and annexation goals and policies.
• Objective U-B: Provide and maintain safe, reliable and adequate utility facilities and services
for the City's current and future service area to meet peak -anticipated demands of the City
in an efficient, economic, and environmentally responsible manner.
• Policy U-13. Coordinate the extension of utility services with expected growth and
development.
• Policy U-55. Ensure and encourage the use of the sanitary sewer system within urban areas
in a manner consistent with land use and environmental protection goals and policies.
• Policy.U-58...Adeguate sewer service capacity_should be assured.priorto. _the.approvai.of_.any
new development application (e.g. short plat, long plat, multifamily, commercial, and
industrial development).
The proposal additionally meets the Renton Critical Areas Ordinance related code requirements
for both the Approval of Stream Mitigation Plan and Alterations of Streams or Associated
buffers for Utility projects. The Critical Areas Ordinance requires a supplemental stream study.
and stream buffer mitigation plan, per RMC 4-3-050.L.ii, as alterations of the on -site stream's
buffer would be altered through the proposal and as impacts are identified within the stream's
buffer area.
Approval of Stream Mitigation Plan, RMC 4-3-050.L.ii, "When Supplemental Stream or Lake
Study is Required" and "When Stream or Lake Mitigation Plan is Required," were used in
evaluating the report. The code text follows with staff comments in the right column:
Code Text
Staff Comment
b. When Supplemental Stream or Lake Study is Required: The
Supplemental Study required.
applicant shall be required to conduct a supplemental stream or lake
study per RMC 4-8-120 if a site contains a water body or buffer area
and changes to buffer requirements or alterations of the water body
or its associated buffer are proposed, either administratively or via a
variance request.
c. When Stream or Lake Mitigation Plan is Required: The applicant
Impacts are identified, a
shall be required to conduct a stream or lake mitigation plan per RMC
mitigation plan is required.
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4-8-120 if impacts are identified within a supplemental stream or lake
study. The approval of the stream or lake mitigation plan by the
Administrator shall be based on the criteria located in subsection
L3c(ii) of this Section.
i. Timing of Mitigation Plan — Final Submittal and Commencement:
Final mitigation plan submitted
When a stream or lake mitigation plan is required, the applicant shall
(Exhibit 2).
submit a final mitigation plan for the approval of the Administrator
prior to the issuance of building or construction permits, whichever
comes first. The applicant shall receive written approval of the final
mitigation plan prior to commencement of any mitigation activity.
ii. Criteria for Approval of Stream or Lake Mitigation Plan for
Approval criteria reviewed in the
Alterations of Streams and Lakes or Associated Buffers: In order to
boxes below.
approve a stream or lake mitigation plan the Administrator shall find
that the plan demonstrates compliance with the following criteria:
(a) Mitigation Location: Mitigation location shall follow the
preferences in subsections 1_3c(ii)(a)(1) to (4) of this Section. Basins and
subbasins are indicated in subsection Q of this Section, Maps:
(1) On -Site Mitigation: On -site mitigation is required unless a finding
On -site mitigation is required
is made that on -site mitigation is not feasible or desirable;
and proposed.
(2) Off -Site Mitigation within Same Drainage Subbasin as Subject
No off -site mitigation not
-Site: Off -site mitigation may be`allowed Wheri located within the
required. -
same drainage subbasin as the subject site and if it achieves equal or
improved ecological functions over mitigation on the subject site;
(3) Off -Site Mitigation within Same Drainage Basin within City
No off -site mitigation not
Limits: Off -site mitigation may be allowed when located within the
required.
same drainage basin within the Renton City limits if it achieves equal
or improved ecological functions within the City over mitigation
within the same drainage subbasin as the project;
(4) Off -Site Mitigation within the Same Drainage Basin Outside the
No off -site mitigation not
City Limits: Off -site mitigation may be allowed when located within
required.
the same drainage basin outside the Renton City limits if it achieves
equal or improved ecological functions over mitigation within the
same drainage basin within the Renton City limits and it meets City
goals.
(b) Mitigation Type: Types of mitigation shall follow the preferences in
Review of preferences in the
subsections 1_3c(ii)(b)(1) to (4) of this Section:
boxes below.
(1) Daylighting (returning to open channel) of streams or removal of
Existing stream is daylighted as
manmade salmonid migration barriers;
existing and will stay the same.
No salmonids are present in
Class 4 streams.
(2) Removal of impervious surfaces in buffer areas and improved
No impervious surfaces exist in
buffer area currently. Two
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biological function of the buffer;
cement blocks are proposed to
support the above stream pipe
crossing, and one of them (the
easterly) would be located
within the 35-foot buffer. The
support is 4-foot wide, 1.5-foot
deep, by 2-feet in height and
would be an added impervious
surface within the buffer.
Additionally, the daylighted pipe
and casing would create an
aerial impervious surface not on
the ground. The addition of
impervious surface is included in
this variance request.
(3) In -stream or in -lake mitigation as part of an approved watershed
No in -stream work proposed.
basin restoration project;
(4) Other mitigation suitable for site and water body conditions that
See subsection V below.
meet all other provisions for a mitigation plan.
Equivalency or greater is met
through proposal.
In all cases, mitigation shall provide for equivalent or greater
biological functions per subsection 1_3c(ii)(e) of this Section.
(c) Contiguous Corridors: Mitigation sites shall be Located to .preserve
Mitigation is on -site,, at area .._; .
or achieve contiguous riparian or wildlife corridors to minimize the
where pipe exits and enters the
isolating effects of development on habitat areas, so long as mitigation
ground within the buffer.
of aquatic habitat is located within the same aquatic ecosystem as the
area disturbed; and
(d) Non -Indigenous Species: Wildlife or fish species not indigenous to
No wildlife or fish species would
the region shall not be introduced into a riparian mitigation area
be introduced. Plantings would
unless authorized by a State or Federal permit or approval. Plantings
not consist of non-native plants,
shall be consistent with subsection L6c of this Section; and
see subsection below,
"Restrictions and Maintenance".
(e) Equivalent or Greater Biological Functions: The Administrator shall
The proposed mitigation plan,
utilize the report "City of Renton Best Available Science Literature
page 7 of Exhibit 2, would
Review and Stream Buffer Recommendations" by AC Kindig &
provide greater functional value
Company and Cedarock Consultants, dated February 27, 2003, unless
than what exists where non -
superseded with a City -adopted study, to determine the existing or
native vegetation would be
potential ecological function of the stream or lake or riparian habitat
replaced with native plantings
that is being affected. Mitigation shall address each function affected
that will additionally reduce
by the alteration. Mitigation to compensate alterations to stream/lake
surface water runoff and filter
areas and associated buffers shall achieve equivalent or greater
out sediments and toxins.
biologic and hydrologic functions and shall include mitigation for
adverse impacts upstream or downstream of the development
proposal site. No net loss of riparian habitat or water body function
shall be demonstrated; and
(f) Minimum Mitigation Plan Performance Standards: See Subsection
This is a City project, and as
such, no additional funds are
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F8 of this Section.
needed because the failure
would be supported in the City
general fund or by wastewater
utility funds.
(g) Additional Conditions of Approval: The Administrator shall
Mitigation measures for
condition approvals of activities allowed within or abutting a
proposal are provided as part of
stream/lake or its buffers, as necessary to minimize or mitigate any
the buffer mitigation plan.
potential adverse impacts. Conditions may include, but are not limited
These measures are listed as
to, the following:
part of the staff recommended
decision.
(1) Preservation of critically important vegetation and/or habitat
Recommended conditions are:
features such as snags and downed wood;
Clearly marked work limits;
disposal of existing vegetation
off -site; BMPs used to minimize
(2) Limitation of access to the habitat area, including fencing to deter
unauthorized access;
erosion and prevent sediment
runoff; No equipment to extend
outside the 15-foot wide sewer
(3) Seasonal restriction of construction activities; and
easement; planting in buffer
area immediately installed once
(4) Establishment of a duration and timetable for periodic review of
mitigation activities.
final grade is achieved; plant
installation performed as
outlined in mitigation plan
(Exhibit 2); Plant materials must
be native to Western
-..Washington,(no ..hybrids =_
allowed); and required
Compliance report within 60
days of restoration.
(h) Based on Best Available Science: The applicant shall demonstrate
Exhibit 2 provides an Impact
that the mitigation is based on consideration of the best available
Evaluation on page 6. The
science as described in WAC 365-195-905; or where there is an
proposed activity area does not
absence of valid scientific information, the steps in RMC 4-9-250F are
currently provide quality buffer
followed.
function due to invasive
vegetation and previous
alterations. The proposal "will
not result in a net -loss" of
stream buffer function (page 6).
iii. Performance Surety: The Administrator shall require a
This is a city project, as such no
performance surety to ensure completion and success of proposed
additional funds are needed
mitigation, per subsection G of this Section and RMC 4-1-230.
because the failure would be
supported by the general fund
or wastewater utility funds.
iv. Alternative Mitigation: The mitigation requirements set forth in
Alternative mitigation is not
this subsection L3 may be modified at the Administrator's discretion if
required.
the applicant demonstrates that improved habitat functions, on a per
function basis, can be obtained in the affected sub -drainage basin as a
result of alternative mitigation measures.
6. Stream or Lake Buffer Use Restrictions and Maintenance: Any
activity or proposal subject to this subsection L shall comply with the
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following standards within required buffer areas:
a. Preservation of Native Vegetation: Existing native vegetation
Native vegetation and trees are
shall be preserved to the extent possible, preferably in
not being impacted within
consolidated areas.
buffer area except for the an
area of roughly 902 sf.
b. Revegetation Required: Where water body buffer
Revegetation is required and is
disturbance has occurred. in accordance with exemption or
proposed (Exhibit 2).
development permit approval or other activities, revegetation
with native vegetation shall be required.
c. Use of Native Species: When revegetation is required,
Native species, not hybrids,
approved native species, or other appropriate species
from Western Washington are
naturalized to the Puget Sound region shall be used. A variety of
being proposed for plantings in
species shall be used which serve as food or shelter from
the buffer area disturbed as part
climatic extremes and predators, and as structure and cover for
of the proposed project.
reproduction and rearing of young.
d. Removal of Noxious Species: When required as a condition of
Non-native plants within the
approval, noxious or undesirable species of plants shall be
buffer work area will be
removed or controlled so as to not compete with native
removed from the site.
vegetation.
e. Impervious Surface Restrictions: Where impervious surfaces
No impervious surface area
exist in buffer areas, such impervious surfaces shall not be _.
currentiv,. exists within the buffer .
increased or expanded within the buffer area. The extent of
area. Two cement blocks are��
impervious surfaces within the buffer area may only be
proposed to support the above
rearranged if the reconfiguration of impervious surfaces and
stream pipe crossing, and one of
restoration of prior surfaced areas is part of an enhancement
them (the easterly) would be
proposal that improves ecological function of the area protected
located within the 35-foot
by the buffer.
buffer. The support is 4-foot
wide, 1.5-foot deep, by 2-feet in
height and would be an added
impervious surface within the
buffer. Additionally, the
daylighted pipe and casing
would create an aerial
impervious surface not on the
ground.
Criteria for Permit Approval — Class 2 to 4 standards are as follows, per RMC 4-3-050L.7:
Code Text
7. Criteria for Permit Approval — Class 2 to 4: Permit approval for
projects on or near regulated water bodies shall be granted only if
the approval is consistent with the provisions of this subsection L,
and complies with the following:
Staff Comments
a. Creation of Native Growth Protection Areas Required: As a A future land use application for
condition of any approval for any development permit issued the private parcel with the
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pursuant to this Section, the property owner shall be required to
stream would require as a
create a native growth protection area containing the stream/lake
condition of approval the,
area and associated buffers based upon field investigations
creation of native growth
performed pursuant to subsection E4 of this Section; and
protection area at minimum.
b. At least one of the following conditions must apply:
i. A proposed action meets the standard provisions of this
No net loss standard is met as
Section and results in no net loss of regulated riparian area or
proposed in the buffer
shoreline ecological function in the drainage basin where the
mitigation proposal (Exhibit 2).
site is located; or
ii. A proposed action meets alternative administrative standards
No alternative standards
pursuant to this Section and the proposed activity results in no
required.
net loss of regulated riparian area or shoreline ecological
function in the drainage basin where the site is located; or
iii. A variance process is successfully completed and the
This Exhibit 1 administrative
proposed activity results in no net loss of regulated riparian area
variance provides this
or shoreline ecological function in the drainage basin where the
requirement.
site is located.
There are two criteria for Administrative Approval -of Utilities in a stream buffer (RMC 4-3-
050.L.b) where new utility lines and facilities may be permitted to cross water bodies in t
accordance with an approved supplemental stream study. The project was designed to meet
these criteria. The criteria are:
For Alterations of Streams Mitigation, RMC 4-3-050.L.8.b, "Alterations of Streams and Lakes or
Associated Buffers — Utilities," was used in evaluating the report.
Code
Staff Comments
b. Alterations of Streams and Lakes or Associated Buffers — Utilities:
i. Criteria for Administrative Approval of Utilities in Stream/Lake or
Buffer: New utility lines and facilities may be permitted to cross water
bodies in accordance with an approved supplemental stream/lake
study, if they comply with the following criteria:
(a) Fish and wildlife habitat areas shall be avoided to the maximum
Avoidance of working in the
extent possible; and
stream buffer is not feasible.
Adverse impacts on wildlife
habitat and fish should be
minimal if any, as the stream
will not be disturbed nor trees
taken down and the disturbed
area grade is proposed to be
kept the same with the removal
of non-native plants and
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replacement of native plants
that would provide greater
biological function to the site.
(b) The utility is designed consistent with one or more of the following
Seasonal work shall be
methods:
consistent with the approved
H PA.
(1) Installation shall be accomplished by boring beneath the scour
Boring is not proposed.
depth and hyporheic zone of the water body and channel migration
zone; or
(2) The utilities shall cross at an angle greater than sixty (60) degrees
The angle of the crossing is
to the centerline of the channel in streams or perpendicular to the
greater than 60 degrees (Sheet
channel centerline; or
1 of Appendix B of Exhibit 4).
(3) Crossings shall be contained within the footprint of an existing
This is a new utility and crossing
road or utility crossing; and
would be within an existing 15
foot utility easement on the
parcel 214480-0535.
(c) New utility routes shall avoid paralleling the stream or following a
The new utility route would not
down -valley course near the channel; and
parallel the stream or follow a
down valley course near the
channel (Sheet 1 of Appendix B
of Exhibit 4).
(d) The utility installation shall not increase or decrease the natural
No migration impact is foreseen
rate of shore migration;or_channel ,migration,;_and , -<
pursuant_to,t.he provided study..:,
(Exhibit 2).
(e) Seasonal work windows are determined and made a condition of
approval; and
(f) Mitigation criteria of subsection L3c(ii) of this Section are met.
The above matrix provides
review of the code subsection
requirements. The project
meets the criteria if all
conditions of approval are met.
In consideration of the public safety and welfare and the aerial pipe crossing, a risk
management assessment should be considered. Staff recommends as a condition of approval of
the variance that the City's Risk Manager evaluate the exposed pipe installation and make a
determination of whether additional safety precautions should be made.
Staff has evaluated public policies and it has been determined that the public's health, safety,
and welfare would be served if the subject variance is approved..
b. Each facility must conform to the Comprehensive Land Use Plan and with any adopted public
programs and policies;
The sewer extension facility conforms to the Comprehensive Land Use Plan and the adopted
public policies (see above under Criteria `A') and programs. The proposal is within the
Downtown Wastewater Collection Basin. The area this sewer extension would provide service
to was annexed into Renton in 2009 as part of the Earlington Annexation (Ordinance 5484)
where the land use was established as a mix of single-family and multi -family zoning
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(Residential-8, Residential-10, and Residential-14). The area is primarily developed with single
family homes and vacant properties with an expectation through the Comprehensive Land Use
designations that the properties would provide residential infill opportunities and ultimately
increase the number of people living in the area. Therefore, the proposed facility would
conform to the comprehensive land use plan and with adopted public programs and policies.
c. Each facility must serve established, identified public needs;
The proposed sewer extension project would serve established, identified public needs. A
conclusion and recommendation of the City of Renton Long -Range Wastewater Management
Plan of 2010 states that, "where the City annexes an area that is currently unsewered by
another municipality, the City should provide sewer service" (Exhibit 12, p.1-8). Although some
of the Earlington Annexation area is provided with wastewater service, there is a gap in sewer
service in the area of the proposed project. Therefore, the proposed facility would serve
established, identified public needs.
d. No practical alternative exists to meet the needs;
Existing parcels are unable to redevelop without sewer availability. No other wastewater utility
provides service to this area. The zoning and land use designations for the area that would be
served by the proposal is established for an increase in residential units and population.
Alternative locations were evaluated and pursued for the sewer extension, within the westerly
subdivision of the parcel where the extension is now proposed. The neighbors that would be
required to create a local improvement district or similar body did not provide sufficient
sup'portIo--provide an easement -and spatefor a sewer -extension. Additional ly;-a-tra-ct•with in
the subdivision that is roughly within the private street was pursued as a possible location of
the wastewater line. This tract was not co -owned by all surrounding property owners, and was
sold to an out of state person that was not interested in the project proposal. Therefore, no
other practical alternative exists to meet the needs.
e. The proposed action takes affirmative and appropriate measures to minimize and
compensate for unavoidable impacts;
The proposal is to expand the wastewater utility to unserviced areas through a stream buffer
area. The stream is a Class 4 stream, and classified as non-salmonid bearing. Where the sewer
extension will intrude the stream buffer area, an analysis of alternatives were established to
prevent avoidable impacts to the environment and rectify those impacts that cannot be
avoided. As seen on page 5 of the Supplemental Stream Study and Stream Buffer Mitigation
Plan (Exhibit 2), the proposal provides analysis of the Critical Areas requirement. The proposal's
analysis looks at alternatives designed to prevent avoidable impacts to the environment and
rectify those impacts that could not be avoided. The analysis looked at avoidance, minimization
of impact, restoration, adverse impacts possibilities, and compensation. The Supplemental
Stream Study and Stream Buffer Mitigation Plan (Exhibit 2) provides the proposed project
affirmative and appropriate measures to minimize and compensate for unavoidable impacts.
f. The proposed activity results in no net loss of regulated wetland or stream/lake area, value,
or function in the drainage basin where the wetland, stream or lake is located;
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The proposal provided a Supplemental Stream Study and Stream Buffer Mitigation Plan (Exhibit
2). The proposal includes a review of alternatives to the work being proposed within the stream
buffer. The analysis includes avoidance, minimization, restoration, adverse impacts, and
compensation. Avoidance of work in the buffer is not feasible. The project is designed to
minimize impact, where the proposed pipe over the stream would be approximately 15 above
the stream, no disturbance to the stream bed or stream bank is proposed, the stream is crossed
as close to perpendicular as possible, no existing trees would be impacted, and BMPs would be
used during construction. The'installation of a cement support block within the buffer area
would result in a 4-foot by 1.5-foot (6 square feet) impervious structure support the pipe as it
enters the ground.
Restoration would reestablish existing topography following work, remove non-native
plantings, and restore the area with more dense native planting. The mitigation proposal
determines "adverse impacts to the stream or stream buffer will not likely occur as a result of
the proposed project" (Exhibit 2, page 5). Given the restoration of the disturbed buffer area,
where the existing sparse vegetation consisting of some non-native plants would be replanted
with native plants at a denser cover and provide greater hydrological and biological conditions
to the buffer, the added impervious surface would not create a net loss of stream area value or
function in the drainage basin. The proposal analysis determines that the project would "not
result in a net -loss" of stream buffer function (Exhibit 2, page 6).
Therefore, the proposed activity results in no net loss of regulated wetland or stream/lake area,
value, or function in the drainage basin where the wetland, stream or lake is located.
g. The proposed activities will not jeopardize the continued existence of endangered,
threatened or sensitive species as listed by the Federal government or the State;
No endangered, threatened or sensitive species are within the parcel with the stream and
associated stream buffer where the project wastewater pipe crossing is proposed. The
Environmental Checklist submitted with the proposal, within the Environmental Elements
subsection of the checklist, does not list any endangered, threatened or sensitive species
(Exhibit 2). Therefore, the proposed activities will not jeopardize the continued existence of
endangered, threatened or sensitive species as listed by the Federal government or the State.
h. That the proposed activities will not cause significant degradation of groundwater or surface
water quality;
The proposal stream buffer mitigation plan (Exhibit 2) suggests that,
"Adverse impacts to the stream or stream buffer will not likely occur as a result of the
proposed project. As discussed... the project will employ all necessary BMPs to minimize
erosion of distrubed surface soils and to prevent sediment -laden runoff from entering the
Class 4 stream. Furthermore, all disturbed areas will be replanted with native vegetation"
Therefore, the proposed activities will not cause significant degradation of groundwater or
surface water quality.
i. The approval is the minimum variance necessary to accomplish the desired purpose; and
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The proposed project would receive an approval for the minimum variance necessary to
accomplish the extension of the sewer main north across the Class 4 stream and within the 35
foot stream buffer area. Therefore, the approval is the minimum variance necessary to
accomplish the desired purpose.
j. The proposed variance is based on consideration of the best available science as described in
WAC 365-195-905; or where there is an absence of valid scientific information, the steps in
RMC 4-9-25OF are followed.
Where alteration of the stream buffer occurs, the proposed buffer mitigation work is required
by Renton code to achieve equivalent or greater biological and hydrological functions. The
existing vegetation (including non-native plants) and area that would be disturbed would be
restored following temporary disturbance would be restored with native Western Washington
plantings and at a denser covering than existing. The proposed plantings would provide greater
native groundcover than existing and reduce stormwater runoff and filter out sediments and
toxins from stormwater. The provided analysis and mitigation plan (Exhibit 2) are based on best
available science.
B. FINDINGS:
Having reviewed the written record in the matter, the City now makes and enters the following:
1. Request: The applicant has requested approval of an administrative variance from RMC 4-3-050 for
a proposed sewer pipe that would enter the ground in two places within a Class 4 stream buffer.
2. Administrative Variance: The applicant's administrative variance submittal materials comply with
the requirements necessary to process a variance request. The applicant's site plan for the full
sewer extension, the site plan for the buffer mitigation work, supplemental stream study and
stream buffer mitigation plan are provided Exhibits 2 through 4.
3. Existing Land Use: Right-of-way and a vacant parcel. The proposal is a sewer extension that
includes crossing a stream on a privately owned parcel and additional extension in the S 132nd
right-of-way.
4. Zoning: The subject property where the stream is located is within the Residential —14 dwelling
units per acre (R-14) zone (Exhibit 4). Along the 132nd right of way, between Renton Ave S to the
east and 80th Ave S to the west, the southerly properties are zoned R-14 and northerly properties
are zoned both R-14 and Residential-8 dwelling units per acre (R-8) zone (Exhibit 4).
5. Topography: The site where the stream is located has a gradual south facing slope of
approximately 14%, with steeper slopes along the stream bank, ranging from 28% on the left bank
of the stream, and 58% on the right bank of the stream.
6. Sewer Pipe Proposed: On the private property, the proposed 338 linear feet of pipe would be 8
inch PVC underground except for the daylighted area within the stream buffer on the private
parcel, where the daylit pipe would be within an 18-inch steel casing. Within the right-of-way, the
underground main would be approximately 436 linear feet of 8-inch PVC.
7. Due to the presence of a stream, Environmental (SEPA) Review was conducted and a DNS-M was
issued on May 5, 2014 (Exhibit 1).
' City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 17 of 19
8. The proposal complies with RMC 4-3-050, Critical Areas Regulations, and RMC 4-9-250, Variances,
Waivers, Modifications, and Alternatives.
C. CONCLUSIONS:
1. The proposal would meet the standards of the Critical Areas Regulations 4-3-050 by providing
required mitigation for work conducted within a Class 4 stream's buffer area.
2. The applicant's proposal to work within a Class 4 stream buffer area meets the ten criteria to be
considered in making a decision on a variance request, if all conditions of approval are complied
with, as specified in RMC 4-9-250B.10: a) Public policies have been evaluated and it has been
determined by the Department Administrator that the public's health, safety, and welfare is best
served; b) Each facility must conform to the Comprehensive Land Use Plan and with any adopted
public programs and policies; c) Each facility must serve established, identified public needs; d) No
practical alternative exists to meet the needs; e) The proposed action takes affirmative and
appropriate measures to minimize and compensate for unavoidable impacts; f) The proposed
activity results in no net loss of regulated wetland or stream/lake area, value, or function in the
drainage basin where the wetland, stream or lake is located; g) The proposed activities will not
jeopardize the continued existence of endangered, threatened or sensitive species as listed by the
Federal government or the State; h)That the proposed activities will not cause significant
degradation of groundwater or surface water quality; i) The approval is the minimum variance
necessary to accomplish the desired purpose; and j) The proposed variance is based on
consideration of the best available science as described in WAC 365-195-905; or where there is an
absence of valid scientific information, the steps in RMC 4-9-25OF are followed,
3. The analysis of the proposal according to variance criteria is found in the body of the Staff Report.
D. DECISION:
The Administrative Variance for the 132" d Street Sewer Extension Project, File No. LUA14-000453, V-A,
ERC, is approved and is subject to the following conditions:
1. The applicant shall comply with the mitigation measures for the Determination of Non -Significance
— Mitigated, issued on May 5, 2014.
2. The City Risk Management division shall review the project and make a determination about risks,
safety, and public welfare in consideration of the daylit portion of the sewer pipe within the
easement granted to the city for utilities.
3. The applicant shall comply with the conditions of approval included in the Hydraulic Project Approval (HPA)
which should provide directive on seasonal windows for construction work.
DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
J
C.E. "Chip" Vincent, Administrator
Department of Community & Economic Development
Date
City of Renton Department of Community'& Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 18 of 19
TRANSMITTED this 5th day of May, 2014 to the Contact/Applicant/Owner:
Contact:
Rebecca Saur
Stantec Consulting Services, Inc
11130 NE 33`d Pl, Suite 200
Bellevue, WA 98004
Applicant:
John Hobson, Sewer Utilities Division
City of Renton
1055 S Grady Way, 5`h Floor
Renton, WA 98057
TRANSMITTED this this 5th day of May, 2014 to the Parties of Record:
Larry Fisher
WDFW Area Habitat Biologist
177512`h Ave NW Suite 201
Issaquah, WA 98027
Karen Walter
Muckleshoot Indian Tribe Fisheries
Habitat Program
39014 172°d Ave SE
Auburn, WA 98092
TRANSMITTED this this 5' day of May, 2014 to the following:
Chip Vincent, CED Administrator
Neil Watts, Development Services Director
Craig Burnell, Building Official
Jennifer Henning, Planning Director
Vanessa Dolbee, Current Planning Manager
Fire Marshal
Owner of Parcel
214480-0535 with utility easement:
John Stewart
8223 S 132°d St
Seattle, WA 98178
Owner of 132°d Street ROW
City of Renton
1055 S Grady Way, 5`h Floor
Attn: Wastewater Utility
1055 S Grady Way
E. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION:
The Environmental Determination and the Administrative Variance Review decisions will become final if
the decisions are not appealed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680).
Environmental Determination Appeal: Appeals of the environmental determination must be filed in
writing to the Hearing Examiner on or before 5:00 p.m. on May 23, 2014.
Administrative Variance Approval Appeal: Appeals of the administrative site development plan review
decision must be filed in writing to the Hearing Examiner on or before 5:00 p.m. on May 23, 2014.
APPEALS: The above land use decisions will become final if not appealed in writing together with the
required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8-
110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may
be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, (425) 430-6510.
RECONSIDERATION: Within 14 days of the effective date of decision, any party may request that the
decision be reopened by the approval body. The approval body may modify his decision if material
evidence not readily discoverable prior to the original decision is found or if he finds there was
misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient
evidence to amend the original decision, there will be no further extension of the appeal period. Any
person wishing to take further action must file a formal appeal within the 14-day appeal time frame.
City of Renton Department of Community & Economic Development ERC and Administrative Variance Report & Decision
132ND SEWER MAIN EXTENSION VARIANCE LUA14-000453, V-A, ECF
Report of May 5, 2014 Page 19 of 19
EXPIRATION: The administrative variance approval will become null and void if the applicant or owner of
the subject property which a variance has been requested has failed to commence construction or
otherwise implement effectively the variance granted within a period of two (2) years after such variance
has been issued. A one (1) year extension may be requested pursuant to RMC 4-9-25013.18.
THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one)
communications may occur concerning the land use decision. The Doctrine applies not only to the initial
decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval
date must be made in writing through the Hearing Examiner. All communications are public record and
this permits all interested parties to know the contents of the communication and would allow them to
openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the
appeal by the Court.
EXHIBIT 2
132" STREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
PREPARED FOR:
STANTEC CONSULTING SERVICES INC.
ATTN: REBECCA SAUR
11130 NE 33RD PLACE, SUITE 200
BELLEVUE, WA 98004
PREPARED BY:
GRETTE ASSOCIATESLLC
.. -=-2•1-02••NORTH 30TH.STREET;•-SUITE.A :. ... - . __ . , �•,;; P.. -.
TACOMA, WASHINGTON 98403
(253) 573-9300
FEBRUARY 4, 2014
CHAD WALLIN DATE
BIOLOGIST
A&Grette Associates«
ENVIRONMENTAL CONSULTANTS
TABLE OF CONTENTS
1 INTRODUCTION......................................................................................................
1
2 PROJECT DESCRIPTION.........................................................................................
1
2.1 Current Use.........................................................................................................
1
2.2 Proposed Actions................................................................................................
1
3 EXISTING CONDITIONS.........................................................................................
3
3.1 Stream Classification..........................................................................................
3
3.2 Existing Buffer Conditions.................................................................................
3
3.3 Topography.........................................................................................................3
4 ANALYSIS OF ALTERNATIVES............................................................................
4
4.1 Avoidance...........................................................................................................
5
4.2 Minimize.............................................................................................................
5
4.3 Restoration..........................................................................................................
5
4.4 Adverse Impacts..................................................................................................
5
4.5 Compensation.....................................................................................................
5
5 IMPACT EVALUATION..........................................................................................
6
5.1 Affected Resources.............................................................................................
6
5.1.1 Existing Stream Buffer Functions..........................................................................
6
5.1.2 Impact Determination............................................................................................
6
6 MITIGATION PLAN.................................................................................................
7
6.1 Target Functions.................................................................................................
7
6.2 Goals and Objectives..........................................................................................
7
6.3 c Mitigation-Design.::::..........:...:....::...:..:.:......:....::........................:....:....:........:..:.
,7
6.3.1 Grading Plan..........................................................................................................
7
6.3.2 Planting Plan.........................................................................................................
8
6.3.3 Planting Schedule..................................................................................................
8
6.3.4 Preparation and Installation of Planting Materials ..............................................
9
7 COMPLIANCE INSPECTION..................................................................................
9
7.1 Compliance Inspection........................................................................................
9
7.2 Compliance Inspection Report ............................................................................
9
8 BIOLOGIST QUALIFICATIONS...........................................................................
10
ChadWallin..................................................................................................................
10
9 REFERENCES.........................................................................................................
10
LIST OF FIGURES
Figure 1. King County Parcel Map (iMAP 2014)......................................................................2
Figure 2. Topoography map (City of Renton 2014)..................................................................4
LIST OF TABLES
Table 1. Proposed Critical Area Impact Summary by Type......................................................6
Table 2. Proposed Planting Schedule.........................................................................................8
LIST OF APPENDICES
Appendix A. Project Site Plan
Appendix B. Mitigation Plan
132"" Sewer Extension Project i February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
1 INTRODUCTION
Grette AssociatesLLc is under contract to Stantec Consulting Services, Inc. (Stantec) to
prepare a Supplemental Stream Study and Stream Buffer Mitigation Plan for the City of
Renton Sanitary Sewer Extension project (Project) located at 8223 South 132nd Street in
Renton, WA. The Project site is located within King County Tax Parcel 2144800535 and
within Section 13, Township 23North, Range 4 East, W.M. (Figure 1).
This Supplemental Stream Study and Stream Buffer Mitigation Plan (Plan) has been
prepared in accordance with the requirements of the City of Renton Municipal Code
(RMC) Chapter 4.3.050L — Critical Area Regulations.
A Grette AssociatesLLc biologist visited the subject parcel on January 14, 2014 to
perform an assessment of the stream and associated stream buffer within the Project area.
Prior to the site visit, the ordinary high water mark (OHWM) determination was
completed by the Project proponents. During the OHWM determination, the stream
boundary was flagged and surveyed for use in this Plan. The OHWM is presented in all
stream related figures to assess the extent of disturbance associated with this Project.
2 PROJECT DESCRIPTION
2.1 Current Use
The subject parcel is currently undeveloped. With the exception of the southern portion,
the .site,, is mostlya .grass .field. that appears to, .be_egularly,�r aintained, and was. likely.._,.
_ _
previously used as a livestock pasture. The existing vegetation outside of the maintained
area consists of a forested vegetation community that is dominated by Himalayan
blackberry (Rubus discolor), red elderberry (Sambucus racemosa), salmonberry (Rubus
spectabilis), red alder (Alnus rubra), and black cottonwood (Populus balsatniferia). Non-
native, invasive species observed during the site assessment include Himalayan
blackberry, English holly (Llex aquifolium), English ivy (Hedera helix), bamboo
(Batnbusodae spp.), and magnolia (Magnolia spp.). These non-native, invasive species
were located primarily along the western boundary of the subject parcel.
2.2 Proposed Actions
The purpose of the proposed City Project is to connect several existing properties that are
currently being served by onsite septic systems to the City of Renton's sewer system.
The Project includes design of approximately 436 linear feet of new 8 inch PVC
underground sewer main along South 132nd Street and approximately 338 linear feet of
new 8 inch PVC underground sewer main between the proposed South 132nd Street
alignment and the existing Earlington sanitary sewer main. The 338 linear feet of new
sanitary sewer will extend through the subject parcel and will cross over an unnamed
Class 4 stream in the southwest corner of the site (Appendix A). The length of the
sanitary sewer line that will daylight across the Class 4 stream and associated stream
buffer is approximately 58 linear feet (Appendix A). All remaining sanitary sewer line
will be placed underground.
132"° Street Sewer Extension Project I Februmy 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
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3 EXISTING CONDITIONS
The onsite stream that is located in the southern portion of the subject parcel originates
from two streams that likely collect surface and shallow subsurface water from the
surrounding areas. These two streams join at the intersection of S. 132" d Street and 80th
Ave. South and flow east towards the subject parcel. Upstream of the confluence, the
two streams are conveyed through a series of culverts. However, at the confluence the
streams begin to flow in a natural channel. Within this natural stream reach, the stream
flows beneath several public roads prior to being fully conveyed through stormwater
features and directed to the south shore of Lake Washington. Within the subject parcel,
the bankfull width of the channel is approximately 36 inches.
3.1 Stream Classification
Based on the City of Renton's stream inventory (City of Renton 2014) and previous
correspondence with City staff (Gerald Wasser 2010), the stream located along the
southern portion of the subject parcel is a Class 4 stream. Class 4 streams are non-
salmonid bearing streams with intermittent flows during years of normal precipitation.
Per RMC 4.3.050L.5a, Class 4 streams are subject to a 35 foot buffer width.
Within the Project area, the existing stream bed is comprised of a sand and fine/medium
gravel mixture and is confined within its banks by a constructed wall of automotive tires.
Tire walls armor both sides of the stream channel within the Project area. There is no
evidence that these tire walls extend upstream or downstream, and it appears that the tire
walls are only -present -within the -southwestern -portion of the:subject parcel.
3.2 Existing Buffer Conditions
The stream buffer within the Project area consists of native and non-native vegetation
species that have developed several canopy layers. The dominant forested species within
the stream buffer include red alder, black cottonwood, and red cedar (Thuja plicata).
Beneath the forest vegetation is a scrub -shrub sub -canopy dominated by Himalayan
blackberry, red elderberry, salmonberry, and magnolia. Groundcover vegetation within
the stream buffer is sparse with an occasional sword fern (Polystichuln munitum).
However, along the western parcel boundary, groundcover is more prominent and is
dominated by English ivy and creeping buttercup (Ranunculus repens).
3.3 Topography
The general topography within the subject parcel consists of a gradual south facing slope
(approximately 14% slope) that extends to the approximate stream buffer boundary
(Figure 2). From the stream buffer boundary to the left bank of the stream the
topography increases to approximately 28% slope. The stream buffer topography
associated with the right bank of the stream is approximately 58% slope. Similarly to the
left bank, the area outside of the stream buffer is less steep, approximately 14% slope.
According to the City of Renton's COR Maps (City of Renton 2014), both sides of the
stream are mapped as regulated slopes (>25% and <40% slope).
132"° Street Sewer Extension Project 3 February 26, 2014
Supplemental Steam Study and Stream Buffer Mitigation Plan Grette Associates, LLC
-_ c._�.w,;�:.':ca FYI. FJ : 4--^ �•
Figure 2. Topoography map (City of Renton 2014).
4 ANALYSIS OF ALTERNATIVES
The City of Renton, per RMC 4.8.120.D.19S, requires that any proposed project that
contains a water body or associated buffer area evaluate alternative methods of
developing the subject parcel. This section describes the efforts made by the project
proponent to apply alternative methods to the proposed Project. An analysis of
alternatives is a set of steps designed to prevent avoidable impacts to the environment and
then rectify those impacts that cannot be avoided. The steps considered during the
planning of this Project are described below.
132n' Street Sewer Extension Project 4 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
4.1 Avoidance
In the case of this project, avoidance is not feasible. In order to provide functioning City
sanitary sewer service to existing properties that are currently being served by onsite
septic systems, the proposed sanitary sewer extension will require connections between
South 132na Street and the existing Earlington sanitary sewer line. No feasible
alternatives exist to provide these connections without crossing the stream channel on the
subject property.
4.2 Minimize
The Proposed project has been designed to minimize impacts to the critical areas within
the subject parcel. As currently designed, the proposed Project would require a
temporary stream buffer disturbance, approximately 902 square feet in size, that would be
associated with the trenching and placement of the new 8 inch PVC sanitary sewer main.
Additionally, the pipe is proposed to cross the stream channel as close to perpendicular as
is practicable and will be elevated approximately 15 feet above the wetted channel to
avoid disturbance to the stream channel. No disturbance to the stream bed or bank is
proposed during this Project. Furthermore, the current design of the Project does not
propose removal of any existing mature trees, and Best Management Practices would be
employed to prevent disturbances to areas outside of the construction area.
4.3 Restoration
Restoration of temporarily disturbed stream buffer areas will occur upon completion of
the_proposed,Proj.ect:.(see Section,7)....The-.proposed;Project will.reestablish preexisting
topography and replant the temporarily disturbed stream buffer area with native
vegetation. All non-native species removed during the placement of the sanitary sewer
line will be disposed of at an approved offsite location, and will be replaced with native
species.
4.4 Adverse Impacts
Adverse impacts to the stream or stream buffer will not likely occur- as a result of the
proposed Project. As discussed below in Section 7.2.1, the Project will employ all
necessary Best Management Practices (BMPs) to minimize erosion of disturbed surface
soils and to prevent sediment -laden runoff from entering the Class 4 stream.
Furthermore, all disturbed areas will be replanted with native vegetation.
4.5 Compensation
With the exception of the portion of the sewer pipe that will daylight, all disturbances to
the stream buffer will be temporary. The areas where the pipe will extend from the soil
surface are approximately four square feet in total size. This extremely small footprint
compared to the size of the stream buffer within the project area is anticipated to be
insignificant based on function. Therefore, no compensation is proposed for this Project.
132"" Street Sewer Extension Project S February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
5 IMPACT EVALUATION
The proposed Project will result in unavoidable temporary impacts to the stream buffer
within the subject parcel. These impacts are described in detail below. The impacts
addressed in this Plan are specific to the Class 4 stream and associated buffer.
5.1 Affected Resources
As discussed above, the proposed Project will temporarily disturb approximately
902 square feet of stream buffer. However, the existing stream buffer within the Project
area does not provide quality buffer function due to the amount of invasive vegetation
and previous alterations. Although temporary, the impacts associated with the Project
would require removal of vegetation and soil disturbance within the construction area.
No mature trees will be removed during this Project. No impacts to the stream bed or
bank are proposed.
5.1.1 Existing Stream Buffer Functions
The stream buffer within the Project area consists of native and non-native vegetation
species that have developed a stratified forest canopy. The upper forest canopy consists
of mature deciduous and evergreen species that provide shading and nutrient loads to the
stream and stream buffer. Beneath the upper forest canopy, the sub -canopy consists of
scrub -shrub species that likely provide some shading and nutrient load as well. Due to
the topography and the existing armoring of the stream bank, the buffer vegetation likely
does not provide significant hydrologic function during seasonally heavy rain events.
o.Dur,.ing ,heay_y rains, t11e;,understor_y. puffer vegetation..ltkely. does not.: reduce the^surge_�
effect associated with stormwater runoff in highly developed areas.
The existing stream buffer likely provides moderate wildlife habitat function due to the
presence of the stream and forested area. Wildlife functions within the stream buffer
include small mammal foraging and cover, passerine and raptor foraging, and amphibian
foraging, breeding, and refuge.
5.1.2 Impact Determination
The proposed impacts associated with the construction of the sanitary sewer line will be
temporary and will not result in a net -loss of stream buffer function. Furthermore, the
current design entails the least amount of impact to critical areas within the subject
parcel. With the exception of the daylight portion of the sanitary sewer line, no
permanent structure will be placed within the stream buffer area. The portion of the
sanitary sewer line that will daylight and span the stream will not adversely affect stream
or stream buffer function, as it will be elevated off of the ground and will not impede
existing stream or stream buffer processes. Affected critical areas by type are
summarized below in Table 1.
Table 1. Proposed Critical Area Impact Summary by Type.
nc �hialIi Ct AilDllrBtioII�_I '
Stream Buffer
Sewer Line Installation 902 square feet Temporary
132"d Street Sewer Extension Project 6 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
6 MITIGATION PLAN
Mitigation will occur within the subject parcel (Appendix 13, Sheet 1). Actions proposed
include restoring approximately 902 square feet of stream buffer and employing 13MPs
during construction.
6.1 Target Functions
Per RMC 4.3.050.3c, alterations to stream areas and associated buffers shall achieve
equivalent or greater biological and hydrological functions. The restoration of the
temporarily disturbed stream buffer area will provide greater functional value to what
currently exists in the buffer area. Currently, the buffer that will be temporarily disturbed
provides little buffer function due to existing non-native vegetation and very little ground
cover. Restoring the temporarily disturbed buffer area will provide greater vegetation
diversity and hydrological function through the planting of native shrubs and seeding of
native grasses. Establishing denser native groundcover within the disturbed area will
reduce surface stormwater runoff and filter out sediments and toxins from stormwater.
Currently, the groundcover within the forested buffer is mostly bare and likely does not
filter out significant amounts of sediment and pollutants from surface water.
6.2 Goals and Objectives
The overall goal of the mitigation plan is to restore temporarily disturbed vegetation
within the stream buffer. With the exception of where the sewer line extends out of the
ground, the exposed portion of the sanitary sewer line that will span the stream will not
have contact with the ,ground and thus. will not impede natural stream or stream buffer
processes. Surface contact with the sewer line will be less than four square feet in size.
More specific mitigation goals include:
1. Ensure no net loss of stream buffer function;
2. Provide enhanced native plant diversity;
3. Provide enhanced water quality function.
Specific functional objectives of the Plan include:
1. Restore approximately 902 square feet of disturbed stream buffer;
2. Seed all disturbed soils within the construction area.
6.3 Mitigation Design
The intent of the mitigation actions at the subject parcel is to offset the temporary stream
buffer disturbance associated with the Project and to ensure no net loss of stream buffer
function.
6.3.1 Grading Plan
Initially, the extent of the proposed work area will be clearly marked and silt fencing will
be installed along the outer work limits. All vegetation within the areas proposed for
excavation will be mechanically removed and disposed of at an approved upland
location. Excavation, grading, and clearing limits within the stream buffer will be limited
to 7.5 feet on either side of the centerline of the 8 inch PVC sanitary sewer line.
132"° Street Sewer Extension Project 7 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
During all construction activities, Best Management Practices (BMPs) will be employed
to minimize erosion of disturbed surface soils and to prevent sediment -laden runoff from
leaving the project site. BMPs to be employed during construction may include (but are
not limited to) silt fencing and/or straw bales around the perimeter of the clearing and
grading areas, mulching areas immediately after completion of grading, and installation
of plant material as soon as practical after grading.
Once the vegetation is removed, excavation and grading will be conducted using
excavators, dump trucks, and other like equipment as needed to complete the work. All
excavated soils within the stream buffer will be cast into dump trucks for temporary
storage and reused as back fill material in the stream buffer area. At no point will
equipment extend outside of the 15 foot wide public sanitary sewer easement. Plantings
within the disturbed stream buffer area will be immediately installed once the final grade
is achieved.
6.3.2 Planting Plan
Plant installation will be performed in accordance with the specifications outlined in this
Plan. Any alterations to the planting plan due to site conditions will require approval
from the City of Renton prior to installation. The project proponent is only proposing
planting within the designated restoration area (Appendix B, Sheet 2).
The intent of restoring stream buffer vegetation with native grass and shrub species is to
provide greater plant diversity and water quality and hydrological functions within the
area proposed for disturbance. Shrub species will be planted on 4 to 5 foot centers and
will include - Scowler �wi°lfiow (Saliz`scouleriana)�""red'- elderberry- red=osier�dogwoo&
(Cornus stolonifera), and cascara (Rhamnus purshiana). A dense planting schedule is
proposed based on the non-native invasive species that are present outside of the
restoration area. Over planting will provide a better opportunity for native species to
compete with non-native, invasive species.
6.3.3 Planting Schedule
The proposed planting schedule for the restoration area is presented below in Table 2.
The specific quantities of each species will be calculated during final design of the
mitigation action. In order to reduce mortality, a late fall plant installation schedule
(October — November) is preferred. Plants should not be installed during or immediately
before freezing weather. All remaining bare soils within the restoration area will be
seeded within an approved native seed mix consisting of species such as Idaho fescue
(Festuca idahoensis ssp. roemeri), blue wildrye (Elymus glaucus), spike bentgrass
(Agrostis exerata), and red fescue (Festuca rubra), or like native species.
Table 2. Proposed Planting Schedule
``�Coinmon*Nave_ 5 _ecr_e_s _Name' _ , ,-y 4 uanti_ �Size?r`: ' $�_ac_u_ip tOC�
LS x5_._ _� _ Wit: ,. .. _...._. ' .u.._._: *�i..l'-Q_ �::. 4..,� 7..a..� .T i;:.. _ �._._.._ t.
Stream Buffer Enhancement
Scouler's willow
Salix scouleriana
20
2 gallon
4' to 5'
Red elderberry
Sambucus racemosa
6
2 gallon
4' to 6'
Vine maple
Acer circinatum
20
2 gallon
4' to 5'
Cascara
Rhamnus urshiana
6
2 gallon
4' to 6'
1 Plant quantities will be verified following final design.
132" d Street Sewer Extension Project 8 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
All plant materials to be used on the site will be native to Western Washington and will
consist of nursery grown stock from a reputable, local dealer. Only native species
specified in the approved plant schedule are to be used; no hybrids will be allowed. Plant
substitutions must be approved by the City of Renton if specified species are not
commercially available.
Plant material provided will be typical of their species or variety; they will exhibit
normal, densely -developed branches and vigorous, fibrous root systems. Plants will be
sound, healthy, vigorous plants free from defects and all forms of infestation.
6.3.4 Preparation and Installation of Planting Materials
The landscape contractor shall verify the location of all elements of the landscape plan
prior to installation. The contractor may adjust the locations of landscape elements
during the installation period as necessary.
Circular plant pits with vertical sides will be excavated for all container stock. The pits
should be at least twice the diameter of the root system, and the depth of the pit should
accommodate the entire root system. The bottom of each pit will be scarified to a depth of
4 inches, and the pit should be thoroughly wetted prior to plant insertion to prevent capillary
stress. The planting hole shall be amended with a mixture of topsoil and organic material if
necessary to provide appropriate rooting media.
Broken roots should be pruned with a sharp instrument and rootballs should be
thoroughly soaked prior to installation. Set plant material upright in the planting pit to
proper grade and alignment. Water plants thoroughly midway through backfilling and
again upon completion of backfilling. No filling should occur around stems. Do not use
frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of each
planting pit to retain water, and install a 2-1/2 inch layer of mulch around the base of each
container plant.
7 COMPLIANCE INSPECTION
7.1 Compliance Inspection
A compliance inspection will consist of evaluating the plantings immediately after
construction to confirm the Plan was followed and the plants were installed appropriately.
A walk-through survey will be conducted to verify that installation conforms to the
approved Plan. Photographs will be taken to document the completion of the restoration
actions.
7.2 Compliance Inspection Report
Within 60 days of completion of stream buffer restoration, the Project proponents will
prepare and submit a compliance inspection report to the City of Renton. This report will
document the implementation of the restoration actions and describe any deviations from
the original Plan. The report will also describe any potential problems identified during
installation and any recommended remedies to be proposed to the City. Representative
photographs will be taken to further document the implementation of this Plan.
132"d Street Sewer Extension Project 9 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
8 BIOLOGIST QUALIFICATIONS
Chad Wallin
Chad Wallin is a Biologist with professional experience and training in wetland science,
wetland ecology, ecological restoration, critical area monitoring, and mitigation planning.
His work experience in the Pacific Northwest includes but is not limited to wetland and
stream delineations, habitat assessments, marine surveys, wetland and stream restoration,
wetland and stream mitigation plans, stream surveys, and related environment studies and
surveys.
Chad has earned a Bachelor's of Arts degree in Environmental Studies from the
University of Washington along with certificates in Wetland Science and Management
and Ecology Restoration through the University of Washington. In addition, Chad has
completed training for Ecology's Wetland Rating System, Ordinary High Water Mark,
and Calculating Compensatory Mitigation in Wetlands.
For a list of representative projects, please contact him at Grette Associates.
9 REFERENCES
iMAP. 2014. King County iMAP: Interactive Mapping Tool (online GIS). King County
Tax Parcel Map [map online]. Accessed [27 January 20141. URL:
http://www.kin2county.L,oN,/operations/G]S/Maps/iMAP.aspx.
--,,Cit-rLof-Renton:.---201'4.--City-of-Renton COR Maps -(online GIS):--;Critical Areas--Map-
-
Accessed [27 Janurary 2014]. URL:littp://rentonv,a.go\,/L5ovei-mnent/default
.aspx?id=29886. Interactive Layers = "Streams and Slopes".
Gerald Wasser. 2010. Re: John Stewart Sanitary Sewer Extension, PRE10-034.
Message to markr0concepteng.or. O1 November 2010.
132"d Street Sewer Extension Project 10 February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
0A 3
132ND STREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
APPENDIX A: PROJECT SITE PLAN
132"° Street Sewer Extension Project A February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
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ENTON
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132N�D STREET SEWER EXTENSION PROJECT
SUPPLEMENTAL STREAM STUDY AND STREAM
BUFFER MITIGATION PLAN
APPENDIX B: MITIGATION PLAN
132"° Street Sewer Extension Project B February 26, 2014
Supplemental Stream Study and Stream Buffer Mitigation Plan Grette Associates, LLC
NORTH RESTORATION ZONE
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PRINTED DATE: 10/02/2013
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FCEIVED
EXHIBIT 7
PLANNING DIVIS101
ENVIRONMENTAL CHECKLIST
City of Renton Planning Division /
1055 South Grady Way, Renton, WA 98057 ` 1 E
Phone: 425-430-7200 Fax: 425-430-7231 iQ
PURPOSE OF CHECKLIST1-1 :€ ,
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmenfal'agefflcies
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,
-_- �_,; E.you; hould be,able to;answer,the questions from your:own _observations_ or project:plans= with out�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.
V:12002\active\0015\00022.000 132nd St Sewer\Permit\SEPA_132nd_20140319.doc - 1 - 02103
A. BACKGROUND
1. Name of proposed project, if applicable:
SOUTH 132ND STREET SEWER EXTENSION
2. Name of applicant:
CITY OF RENTON
3. Address and phone number of applicant and contact person:
1055 S GRADY WAY
RENTON, WASHINGTON 98058
425-430-7200
KRIS SORENSEN, ASSOCIATE PLANNER
4. Date checklist prepared:
MARCH 19, 2014
5. Agency requesting checklist:
ECOLOGY, DEPT. OF
KING COUNTY DEPARTMENT OF PERMITTING &
ENVIRONMENTAL REVIEW
ENVIRONMENTAL REVIEW
SEPA OFFICIAL
Po 77
Po Bo
Box 47703
sTEVE BOTTHEIM
IA A wA 98504-7703
LAND USE SERVICES DIVISION
900 OAKESDALE AVE SW
(36M) 22
FAx (360) A07 6904
RENTON. wA 98055-1219
SEPAUNIT(U�ECY.WA.GOV (206 296=7144 `-------_.._.._..-.-.-FAX (206) 296-7051
STEVE.BOT TiEIM(U7KINGCOUNTY.GOV
WASHINGTON STA I E DEPARTMENT OF FISH &
WILDLIFE
CITY OF RENTON
Po Box 43200
OLYMPIA WA 98504-3155
MR. WATT
S.
10555 S GRADY WAY
(360) 902-2578
FAX (360) 902-2946
(425)4 0- 218
(425) 7
SEPADESK(Q)DFW.WA.GOV _
25)
FAx (425) 277-4455
7-
NWATTS(CDRENTONWA. GOV
WASHINGTON STATE DEPARTMENT OF HEALTH
KELLY COOPER
PO BOX 47820
CITY OF RENTON
OLYMPIA wA 98504-7820
MR. MARK P
1055 S. GRADYAY
DY WAY
(360) 236-3011
RENTON, 8057
FAX (360) 664-8150
(425)430-70DO
KELLY. COOPER(? DOH. WA. GO V
MPETERSON (G)RENTONWA. GOV
WASHINGTON STATE DEPARTMENT OF NATURAL
KING COUNTY
RESOURCES
PLANNING & ASSET MANAGEMIENT
SEPA OFFICIAL
1111 WASHINGTON STREET SOUTHEAST
HIRSCHEN, UT -RC CHAIR
PO BOX 47015
KING S
KING STREET CENTER
S. N ST RM 512
OLYMPIA WA 98504-7015
KS 0512
(360) 902-2117
SEATTLE,c-NR-0512
98104
FAx (360) 902-1789
206-205 08
206-205-0817
SEPACENTER(a-)DNR. WA.GOV
STEVE.HIRSCHEY(a)KING000NTY.GOV
V.'MD2\active%DD1SDD022.DOD 132nd St Sewer,PermiftSEPA 132nd 20140319.doc- 2 -
RENTON SCHOOL DISTRICT
MAINTENANCE AND OPERATIONS
7812 s 124TH
SEATTLE, wA 98178
425-204-4400
JOE. LAMBORN a)RENTON SCHOOLS.US
KING COUNTY FACILITIES MANAGEMENT DIVISION
REAL ESTATE SERVICES
KATHY BROWN
500 4TH AVE. SUITE 800
SEATTLE, wA 98104
KATHY. BROWN(ia KINGCOUNTY.GOV
LAURA MURPHY
TRIBAL ARCHEOLOGIST
MUCKLESHOOT INDIAN TRIBE PRESERVATION
PROGRAM
39015172ND AVE SE
AUBURN, wA 98092
253-876-3272
LAURA. M URPHY(a)MUCKLESHOOT. NSN. US
KAREN WALTER
WATERSHEDS AND LAND USE TEAM LEADER
MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION
39015172ND AVE SE
MUCKLESHOOT TRIBE AUBURN, wA 98092
39015 —172ND AVE SE 253-876-3116
AUBURN, wA 98092 KAREN.WALTER(a)MUCKLESHOOT.NSN.US
(253) 931-8570
VI RGINIA. CROSS(CDMUCKLESHOOT. NSN. US
6. Proposed timing or schedule (including phasing, if applicable):
SPRING/SUMMER 2014
7. Do you have any plans for future additions, expansion, or further activity related to or connected
with this proposal? If yes, explain.
THE CITY OF RENTON DOES NOT HAVE ANY SPECIFIC PLANS TO EXPAND ON THIS SEWER EXTENSION
PROJECT. THERE ARE PARCELS IN THE VICINITY OF THIS PROJECT THAT MAY WISH TO CONNECT TO THE
NEW SEWER MAIN IN THE FUTURE.
List-any._environmental informlatio.n-,.you,..knov✓..about.that, has-been prepared,.�or will -be -prepared;
directly related to this proposal.
GREiTE ASSOCIATES HAS PREPARED A STREAM STUDY AND STREAM BUFFER MITIGATION PLAN, DATED
FEBRUARY 4, 2014.
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.
NONE
10. List any governmental approvals or permits that will be needed for your proposal, if known.
CITY OF RENTON RIGHT OF WAY PERMIT
CITY OF RENTON GRADING PERMIT
CITY OF RENTON VARIANCE
CITY OF RENTON ENVIRONMENTAL REVIEW
11. Give brief, complete description of your proposal, including the proposed uses and the size of the
project and site.
CONSTRUCTION OF APPROXIMATELY 775 LINEAL FEET OF 8-INCH SEWER MAIN AND ASSOCIATED
APPURTENANCES.
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
V:�2D02\adrve\D015%00022.00D 132nd St Sewer\PenTASEPA-132nd-20140319.dor 2 -
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.
THE PROPOSED SEWER MAIN EXTENSION IS LOCATED ALONG SOUTH 132ND STREET, WEST OF RENTON AVE
SOUTH AND EAST OF SOUTH LANGSTON ROAD, IN THE NORTHEAST QUARTER OF SECTION 1330WNSHIP 23
RANGE 04 EAST, IN RENTON, WASHINGTON.
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, ROLLING, hilly, steep slopes,
mountainous, other
b. What is the steepest slope on the site (approximate percent slope?)
THERE IS AN AREA ALONG THE EAST STREAM BANK THAT IS APPROXIMATELY 60 PERCENT SLOPE,
LOCATED AT THE SOUTH PORTION OF THE PROPOSED PROJECT SITE,
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 SITE GENERALLY CONTAINS ALDERWOOD GRAVELLY SANDY LOAM & KITSAP SILT LOAM
OVERLAYING WEATHERED AND UNWEATHERED BEDROCK.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
RES
e. Describe the purpose, type, and approximate quantities of any filling or grading
proposed. Indicate source of fill.
EXCAVATED NATIVE MATERIAL WILL BE USED AS BACKFILL WHEN POSSIBLE. IMPORTED AND
APPROVED CRUSHED GRAVEL OR FOUNDATION ROCK MAY BE UTILIZED WHEN NECESSARY TO
SUPPORT NEW FACILITY STRUCTURES. ALL EXCAVATED MATERIALS NOT UTILIZED AS BACKFILL, AS
WELL AS DISPLACED MATERIALS RESULTING FROM TRENCHING ACTIVITIES, WILL BE EXPORTED TO
AN APPROVED DISPOSAL SITE PROVIDED BY THE CONTRACTOR. NO CHANGE OF ELEVATION OR
CONTOUR IS PLANNED.
Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
THE POTENTIAL EXISTS FOR THE MIGRATION OF SOILS AS A RESULT OF TRENCHING ACTIVITIES,
CLEARING, AND/OR OTHER RELATED CONSTRUCTION ACTIVITIES. ALL EXPOSED SOIL SURFACES
WILL BE SUBJECT TO EROSIVE FORCES DURING CONSTRUCTION AND BEFORE RESTORATION
EFFORTS HAVE BEEN ESTABLISHED. TESC REQUIREMENTS WILL BE DETAILED IN THE CIVIL
CONSTRUCTION PLANS FOR THIS PROPOSAL BASED ON GEOTECHNICAL RECOMMENDATIONS AND
CITY OF RENTON REQUIREMENTS.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
VA\2002\active\001510D022ODD 132nd St Sewer\r ennit\SEPA 132nd 2Di40319.doc- 2 -
CONSTRUCTION OF THE PROPOSED SEWER PIPE WILL NOT ADD ADDITIONAL IMPERVIOUS SURFACE.
TWO CONCRETE BLOCKS WILL BE INSTALLED TO SUPPORT THE AERIAL CASING AND PIPE CROSSING
OF THE ONSITE STREAM, RESULTING IN APPROXIMATELY 12 SQUARE FEET OF NEW IMPERVIOUS
SURFACE.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
TEMPORARY EROSION AND SEDIMENTATION CONTROL REQUIREMENTS WILL BE DETAILED ON THE
CONSTRUCTION PLANS FOR THIS PROJECT TO INCLUDE THE INSTALLATION OF DRAINAGE
STRUCTURE PROTECTION DEVICES AND FABRIC FILTERS. ALL OTHER TRENCH AND EXCAVATION
WIDTHS AND DEPTHS WILL BE KEPT TO A MINIMUM DURING CONSTRUCTION. IMMEDIATE BACKFILL OF
TRENCHES, ALONG WITH TIMELY RESTORATION, WILL FURTHER REDUCE EROSION POTENTIAL.
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.
DUST AND ENGINE EMISSIONS FROM CONSTRUCTION EQUIPMENT WILL BE PRESENT DURING
CONSTRUCTION.
b. Are there any off -site sources of emission 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:
STANDARD_�EIJLSSION_GQNTROL..DEVICES WILL.. BE -UTILIZED BY. CONSTRUCTION :EQUIP,MENT: AS• ;.,
NEEDED, DUST CONTROL MEASURES WILL BE IMPLEMENTED TO LIMIT DUST DURING CONSTRUCTION. , , -
3. WATER
a. 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.
YES, THERE IS A CLASS 4 UN -NAMED STREAM ALONG THE SOUTHERN PORTION OF THE PROJECT
SITE.
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, THE PROPOSED SEWER MAIN WILL CROSS THE STREAM AT THE SOUTH WEST CORNER OF THE
PROJECT SITE. THE 8-INCH SEWER MAIN WILL CROSS APPROXIMATELY 8 FEET ABOVE THE CREEK
AND WILL BE CONTAINED WITHIN AN 18-INCH STEEL CASING. THE SEWER MAIN AND CASING WILL BE
SUPPORTED ON EITHER SIDE OF THE STREAM BY 4-FOOT WIDE BY 1.5-FOOT DEEP BY 2-FOOT TALL
CONCRETE BLOCKS. THE CONCRETE BLOCK ON THE EAST SIDE OF THE STREAM WILL BE LOCATED
WITHIN THE 35-FOOT STREAM BUFFER.
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.
V:12DD2\actve\0015100022ODD 132nd St Sewer Pertnit\SEPA-132nd-20140319.doc- 3 - .
NONE
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
M
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
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.
SHALLOW GROUNDWATER MAY BE WITHDRAWN AS NECESSARY TO DEWATER THE GROUND WHERE
TRENCHING OCCURS AT OR BELOW THE WATER TABLE. ANY WITHDRAWN WATER (UNKNOWN
QUANTITY) WILL BE ROUTED THROUGH A SEDIMENTATION/DEWATERING FACILITY TO REMOVE
EXCESS SEDIMENT AND THEN WOULD LEAVE THE SITE VIA THE EXISTING NATURAL DRAINAGE
COURSE OR THE EXISTING STORM DRAINAGE SYSTEM.
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
- - y" ' `"chemicals::.; agricultural; etc:): `Describe the general -size of the system, -the number ofsuch 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.
RUNOFF CONSISTING OF STORM WATER AND TEMPORARY DISCHARGE FROM DEWATERING ACTIVITIES
RESULTING FROM THE CONSTRUCTION OF THIS PROJECT WILL NOT PERMANENTLY CHANGE THE
HYDRAULIC CHARACTERISTICS OF THE PROPOSAL SITE. RUNOFF QUANTITY AND QUALITY CONTROL
MEASURES WILL BE IMPLEMENTED DURING CONSTRUCTION AND BEFORE RESTORATION EFFORTS
HAVE BEEN ESTABLISHED TO REDUCE AND CONTROL RUNOFF WATER IMPACTS.
2) Could waste material enter ground or surface waters? If so, generally describe.
NO
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
V:12D02\a-the\D015\0DD22.000 132nd St Sewer\PermnSEPA 132nd 20140319.dor 4 -
PROPOSED MEASURES INCLUDE INSTALLATION OF DRAINAGE STRUCTURE PROTECTION DEVICES
AND FABRIC FILTERS. ALL OTHER TRENCH AND EXCAVATION WIDTHS AND DEPTHS WILL BE KEPT TO
A MINIMUM DURING CONSTRUCTION.
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
X wet -soil plants: cattail, buttercup, builrush, skunk cabbage, other
water plants: water lily, eel grass, milfoil, other
other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
THE PROJECT SITE IS GENERALLY GRASSY, WITH INCREASED VEGETATION CLOSER TO THE STREAM,
WHICH CONSISTS OF BLACKBERRY, ELDERBERRY, SALMONBERRY, IVY, CREEPING BUTTERCUP, AND
MAGNOLIA. CONSTRUCTION OF THE SEWER PIPE WILL REQUIRE THE REMOVAL OF SOME GRASS,
AND UNDERBRUSH SPECIES.
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
on the.site, if -any:-,:
A PLANTING RESTORATION PLAN WILL BE PREPARED FOR THIS PROPOSAL. PRIOR TO
CONSTRUCTION, CLEARING AND GRADING LIMITS WILL BE DELINEATED ON PLANS AND ONSITE TO
LIMIT VEGETATION REMOVAL AND/OR DISTURBANCE. TREE PROTECTION FOR AFFECTED TREES WILL
BE SHOWN ON THE PROJECT PLANS.
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, on birds, other
Mammals: deer, bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
b. List any threatened or endangered species known to be on or near the site.
NONE KNOWN
C. Is the site part of a migration route? If so, explain
UNKNOWN
d. Proposed measures to preserve or enhance wildlife, if any:
VA12002\active D01510D0220D0 132nd St Sewer\PsnnWEPA_132nd_20140319.dor 5 -
DOES NOT APPLY
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.
NONE
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:
NONE
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.
THERE IS A POTENTIAL RISK FROM THE HAZARDS ASSOCIATED WITH MACHINERY OPERATION AND
GENERAL CONSTRUCTION` �PRACTICES-,-'SPILLS dF MACHINE FLUIDS, :RISK OF FIRE AND -EXPLOSION
AND OTHER SIMILAR, NORMAL, CONSTRUCTION HAZARDS EXIST.
1) Describe special emergency services that might be required.
NONE ARE ANTICIPATED. IN THE EVENT OF AN EMERGENCY, LOCAL FIRE, AID OR RESCUE SERVICES
AND PERSONNEL MAY BE REQUIRED.
2) Proposed measures to reduce or control environmental health hazards, if any:
TRENCH BOXES, BRACING, SUMP PUMPS AND OTHER ASSOCIATED CONSTRUCTION SAFETY
EQUIPMENT AND PROCEDURES WILL BE UTILIZED DURING CONSTRUCTION TO REDUCE THE
POTENTIAL FOR PERSONAL INJURY. SOUND ENGINEERING AND CONSTRUCTION TECHNIQUES WILL
ENSURE THAT THE .SEWER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED PROPERLY
DURING CONSTRUCTION, USE OF CONTAINMENT MEASURES AND/OR MONITORING OF MOVEMENT
OUTSIDE OF BUFFERS WILL BE REQUIRED BY THE CONTRACTOR DURING REPAIR OR MAINTENANCE
OF CONSTRUCTION EQUIPMENT.
b: Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
NONE
V12002\ac;five10D15=022.= 132nd St Sewer\PertniflSEPA 132nd 20140319.d=- 6 -
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.
SHORTTERM
CONSTRUCTION EQUIPMENT WOULD BE OPERATED DURING NORMAL WORKING HOURS DURING THE _
CONSTRUCTION PHASE OF THIS PROPOSAL, UNLESS APPROVED OTHERWISE BY PERMITTING
AGENCIES.
LONG TERM
THERE WILL BE NO LONG-TERM NOISE IMPACTS RESULTING FROM THIS PROJECT.
3) Proposed measures to reduce or control noise impacts, if any:
CONSTRUCTION SCHEDULES WILL BE LIMITED TO NORMAL WORKING HOURS TO REDUCE
NOISE IMPACTS TO SURROUNDING RESIDENTIAL AREAS.
8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties?
RESIDENTIAL AND COMMERCIAL
b. Has the site been used for agriculture? If so, describe.
UNKNOWN
C. Describe any structures on the site.
kM[0P►I:4
d. Will any structures be demolished? If so, what?
NO
e. What is the current zoning classification of the site?
R-14 RESIDENTIAL 14 DWELLING UNITS PER ACRE
f. What is the current comprehensive plan designation of the site?
URBAN CENTER NORTH (UC-N)
g. If applicable, what is the current shoreline master program designation of the site?
DOES NOT APPLY
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
YES, THERE IS AN UN -NAMED CLASS 4 STREAM ON THE PROJECT SITE.
i. Approximately how many people would reside or work in the completed project?
VA2D02\active\0D15\0D022.0D0 132nd St Sewer\PermMF-PA 132nd 20140319.doc- 7 -
NONE
j.
Approximately how many people would the completed project displace?
NONE
k.
Proposed measures to avoid or reduce displacement impacts, if any:
DOES NOT APPLY
I.
Proposed measures to ensure the proposal is compatible with existing and projected
land uses and plans, if any:
THE PROPOSED PROJECT IS IDENTIFIED IN THE CITY OF RENTON FACILITIES PLAN, WHICH
DESIGNATES THE PROJECT AS A FUTURE SERVICE IMPROVEMENT PROJECT.
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 -
Proposed measures to -reduce or -control. -housing Impacts, -I any: - - = =---4= =�:4•�a =
DOES NOT APPLY
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?
NOT APPLICABLE
C.
Proposed measures to reduce or control aesthetic impacts, if any:
NOT APPLICABLE
11. LIGHT AND GLARE
a.
What type of light or glare will the proposal produce? What time of day would it mainly
occur?
NONE
b. Could light or glare from the finished project be a safety hazard or interfere with views?
VA2002\acbve10D15S00022.000 132nd St Sewer\PermitlSEPA 132nd 20140319.doc- 8 -
NOT APPLICABLE
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:
NOT APPLICABLE
12. RECREATION
a. What designated and informal recreational opportunities are in the immediate vicinity?
EARLINGTON PARK IS LOCATED LESS THAN A MILE FROM THE PROJECT SITE.
b. Would the proposed project displace any existing recreational uses? If so, describe.
NO
C. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
DOES NOT APPLY
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 t e;oh-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
C. Proposed measures to reduce or control impacts, if any:
DOES NOT APPLY
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.
THE PROPOSED PROJECT CAN BE ACCESSED FROM THE EAST VIA RENTON AVENUE SOUTH AND
FROM THE WEST VIA SOUTH LANGSTON ROAD OR SOT" AVENUE SOUTH. .
b. Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop?
YES, THE CLOSEST TRANSIT STOP IS LOCATED LESS THAN A HALF MILE FROM THE PROJECT SITE
AT THE INTERSECTION OF SOUTH 132ND STREET AND RENTON AVENUE SOUTH.
V:12D02\acfve\DD151D002.2.000 132nd St Sewer\PermMSEPA 132nd 20140319.dor 9 -
C. How many parking spaces would the completed project have? How many would the
project eliminate?
NONE
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?
ZUG
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation?
If so, generally describe.
NO
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:
DOES NOT APPLY
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.
NO
b. Proposed measures to reduce or control direct impacts on public services, if any.
DOES NOT APPLY
16. UTILITIES
a. Circle utilities currently available at the site: ELECTRICI NATURAL GAS, WATER, REFUS
ERVICEI ELEPHON , SANITARY SEWER, EPTIC 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.
INSTALLATION OF THE NEW 8-INCH SEWER MAIN WILL REQUIRE EXCAVATION OF APPROXIMATELY 8-
FOOT TO 10-FOOT DEEP TRENCHES. FACILITIES INCLUDE 8-INCH SEWER MAIN PIPE, 18-INCH STEEL
CASING, MANHOLE INSTALLATION, AND ASSOCIATED APPURTENANCES, IN ADDITION TO BACKFILL
AND RESTORATION. UTILITY SERVICES WILL BE PROVIDED BY THE CITY OF RENTON.
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: r S It iZ
Name Printed: u�
Date:
VA2D02\acbve\0015\DD022.000 132nd St Sewer\PermnSEPA 132nd 20140319.do� 10 -
�-
L ■ 1..�
r 5:433rd St �'� Lee ng Giant��:
KI 1 G C t7U N TY i -�-
�— .,,.:,�;• ---� -.may, - :�
7
Legend
City and County Boundary
Other
• •i City of Renton
L.a
Addresses
Parcels
Overlay Districts
Auto Mall A
Auto Mall B
Employment Area Valley
City Center Sign Regulation Area
,nf Urban Design District A
El Urban Design District B
Urban Design District C
Urban Design District D
Development Districts
[] Annexations
j, Annexation History
Wastewater Structures
Clean Outs
End Cap
(yC4 Manholes
7i Wet Well
Wastwater Mains
....... City, Gravity
City, Force
Private, Gravity
•��. Private, Force
City, Dry
King County Mains
Gravity
Xern(
_— Force
2
jy
Notes
None
W
19
Information Technology - GIS Thi97map is a user generated static output from an Internet mapping site and 249 0 124 249 Feet is for.reference only. Data layers that appear on this map may or may not be City ofWGS_1984_Web_Mercator_Auxiliary_Sphere ReiTf
�
Renton MapSupport@Rentonwa.gov accurate, current, or otherwise reliable.> 05/02/2014 THIS MAP IS NOT TO BE USED FOR NAVIGATION Finance & IT Division
Kris Sorensen
EXHIBIT 9
From: Fisher, Larry D (DFW) <Larry.Fisher@dfw.wa.(.
Sent: Wednesday, April 09, 2014 7:50 AM
To: Kris Sorensen
Cc: Karen Walter (KWalter@muckleshoot.nsn.us)
Subject: John Stewart SS Extension / LUA14-000453, ECF, VAR
Hi Kris
I. have reviewed the Notice of Application and proposed.Determination of Non -Significance -Mitigated for the subject
project.
A Hydraulic Project Approval from WDFW will be required for the aerial stream crossing proposed for this
project. Further information can be found in WAC 220-110-100 for conduit crossings, including aerial crossings.
Thank you for the opportunity to provide this information.
Larry Fisher
WDFW Area Habitat Biologist
1775 12th Ave NW Suite 201
Issaquah, WA 98027
425-313-5683
FAX 425-427-0570
Cell: 425-449-6790
0
1
EXHIBIT 10
C14A Or KE-N-LOIN
LONG-RANGE WASTEWATER MANAGEMENT PLAN
A COMPREHENSIVE SEWER SYSTEM PLAN
Final 2010
MAYOR
Denis Law
PUBLIC WORKS DEPARTMENT ADMINISTRATOR
Gregg Zimmerman
UTILITY SYSTEMS DIVISION STAFF
Lys Hornsby
David Christensen
Michael Benoit
MAINTENANCE SERVICES DIVISION STAFF
Richard Marshall
Stan Job
CITY COUNCIL
Don Persson, President
Terri Briere, President Pro Tern
Randy Corman, Councilmember
Marcie Palmer, Councilmember
King Parker, Councilmember
Greg Taylor, Councilmember
Rich Zwicker, Councilmember
PREPARED BY
City of Renton
with the assistance of
Carollo Engineers
PLAN REVIEW COMMENTS (LUA14-000453)
PLAN ADDRESS:
EXHIBIT 11
APPLICATION DATE: 04/04/2014
DESCRIPTION: The applicant, the City of Renton, is requesting Environmental (SEPA) Review and Administrative Critical Area Variance Review for a 775
lineal foot extension of public 8-inch sewer main and associated appurtenances to S 132nd Street, west of Renton Ave S and east of S
Langston Road, from the south. The project location is within the public right-of-way of S 132nd St and across a vacant privately owned
parcel (PID 2144800535), from south to north, that has an unnamed Class 4 stream and associated critical area buffer. The vacant parcel
is 52,143 square feet (1.2 acres), and zoned Residential-1 4. The proposed sewer main crosses the stream on the vacant property at the
southwest comer of the project site, where the 8-inch sewer main will cross approximately 8 feet above the stream and will be
contained within an 18-inch steel casing, supported on either side of the stream, by large concrete blocks. All nine trees on -site are
proposed to be retained. Approximately 902 square feet of stream buffer area will be impacted. A Supplemental Stream Study and Stream
Buffer Mitigation Plan are provided with a stream buffer planting plan.
Reviewer Comments
Community Services Review Created On: 04/22/2014
Leslie Betlach Ph: 425-430-6619 email: LBeflach@rentonwa.gov
A. Environmental impacts comments: Protect all trees outside the construction limits from construction damage and soil compaction.
Repair damage to trees and shrubs as a result of construction activities.
B. Policy -related comments: There are no impacts to Parks
C. Code -related comments: There are no impacts to Parks.
Engineering Review Created On: 05/02/2014
Please provide geotechnical report for the subject project that details the groundwater level. It is also highly recommended to
provide the 100 year water surface elevation of the stream crossing.
Planning Review Created On: 05/02/2014
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. Commercial, multi -family, new single family and other nonresidential construction activities shall be restricted to the hours
between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted.to
the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays.
3. The,applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any.r•
equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be
retained.
4. The applicant shall erect and maintain six foot (6) high chain link temporary construction fencing around the drip lines of all
retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50')
indicating the words, "NO TRESPASSING — Protected Trees' or on each side of the fencing if less than fifty feet (50'). Site access
to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In
addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees.
May 05, 2014 Page 1 of 1