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N 30TH STREET AND BURNETT AVE N
STORMWATER SYSTEM IMPROVEMENT PROJECT
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CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: October 6, 2016
To: City Clerk's Office
From: Sabrina Mirante
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office
Project Name: N 30th St & Burnett Ave N Storm System
LUA (file) Number: LUA15-000607, ECF
Cross-References:
AKA's:
Project Manager: Kris Sorensen
Acceptance Date: August 18, 2015
Applicant: City of Renton, Surface Water Quality, Joseph Farah
Owner: City of Renton
Contact: Joseph Farah
PID Number: City ROW in the following streets: N 30th St (900-1100 Block) &
Burnett Ave N (3000-3200 Block)
ERC Determination: DNS-M Date: September 21, 2015
Appeal Period Ends: October 9 2015
Administrative Decision: Date:
Appeal Period Ends:
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Appeal Period Ends:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: The applicant, the City of Renton, is requesting Environmental (SEPA)
Review to replace and extend below ground stormwater system lines and catch basins. The project
vicinity is located along N 30th St between Burnett Ave N and Park Ave and along Burnett Ave N
between N 30th St and N 32nd St within the Residential-8 zone designation. The project would
increase the capacity of the storm water drainage system and reduce flooding at the local sag point
on N 30th St near 1104 N 30th St by conveying runoff that would otherwise drain to an undersized
and difficult to maintain drainage system. Surrounding properties are single-family residences. The
existing line is approximately 180 linear feet in N 30th St. The replacement and new 12 to 18-inch
diameter pipe would be approximately 1,500 linear feet, covers a 13.5-acre drainage area and
would connect with the existing storm system at the intersection of N 32nd St and Burnett Ave N.
Discharge is to Lake Washington and the discharge location would not change. During construction,
the street parking area would be used for storing construction equipment and materials and access
to local driveways would be maintained except when construction needs to cross or block a
driveway. All disturbed ets and sidewalks would be resto.to existing improvements and
parking. The new conveya,,~e system would be in the public right--way in a trench approximately
5 feet wide and 4 to 9 feet deep. Approximately 1,500 cubic yards of soil is to be excavated.
Backfill would be brought to the site. The slope of the pipe ranges from 1 to 12 percent. There are
no critical areas in the area except a small area of sensitive slopes in the street right-of-way at the
addresses 1003 and 1007 N 30th st. No trees would be impacted. A Geotechnical Report,
Environmental Checklist and preliminary plan and profile were provided.
Location: City ROW in the following streets: N 30th St (900-1100 Block) &
Burnett Ave N (3000-3200 Block)
Comments:
.. ERC Determination Types: ONS -Determination of Non-Significance; ONS-M -Determination of
Non-Significance-Mitigated; OS -Determination of Significance.
ADVISORY NOTES TO APP' 'CANT
LUA15-000607
Application Date: August 10, 2015
Name: N 30th St and Burnett Ave N Storm System
Improvements
Site Address:
PLAN -Planning Review -Land Use Version 1 I September 15, 2015
Planning Review Comments . . ..;.. • ................. Contact: Kris Sorensen 1425-430-65931 ksorensen@rentonwa.gov
Recommendations: 1. RMC section 4 4 030.C.2 limits haUl nours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise
approved by the Development Services Division.
1 ..
Recommendations: 2. comme.rcial, multi family, n.e. w. single f.amll Y and other nonreslde.nti.al construction activit .. ies shall be restricted .. to I
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.
Recommendations: 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground
cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90)
days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management
Design Manual as adopted by the City of Renton may be proposed between the dates of November 1 st and March 31 st of each year. The
Development Services Division's approval of this work is requiredprior to final inspection and approval of the permit. I ~:~~:~endations: 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre isbeing
Recommendations: 5. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids,
operate any 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.
Engineering Review Comments ··..0~ .. _.... . .... .. COntact: Vicki Grover IA25~43o-7393F\I9ro~er@rentonwa.gov
Hecommendations: rhe 96 inch concrete sewer line in Burnett Avenue North is not shown on the plans.
Technical Services Comments ..• ·· .. .....• .......... .... ;"'.' . Contact: AmandaAskren I 425,43~7369 raasRren@rentonwa.gov
Hecommendations: rechnical Services Review 8/24/2015 Amanda Askren
Please add notes andlor page regarding the topography and survey boundary information shown in the plan set. Items to include: Date
mapping was performed, ROW information determined from what source, ROW widths, Survey monumentation found date and Professional
Surveyor stamp if performed by licensed surveyor.
Ran: October 06, 2016 Page 1 of 1
STATE OF WASHINGTON, COUNTY OF KING }
AFFIDAVIT OF PUBLICATION
PUBLIC NOTICE
Linda M Mills, being first duly sworn on oath that she is the Legal
Advertising Representative of the
Renton Reporter
a weekly newspaper, which newspaper is a legal newspaper of
~eneral circulation and is now and has been for more than six months
xior to the date of publication hereinafter referred to, published in
the English language continuously as a weekly newspaper in King
County, Washington, The Renton Reporter has been approved as
a Legal Newspaper by order of the Superior Court of the State of
Washington for King County,
The notice in the exact form annexed was published in regular issues
of the Renton Reporter (and not in supplement fonn) which was
regularly distributed to its subscribers during the below stated period,
The annexed notice, a:
Public Notice
was published on September 25, 2015.
~e full amount of the fee charged for said foregoing publication is
lie sum of $118.88,
/ / /.":;w .d?t:ez
\\\\1111111"
...... ,' ~\'I SH III/ ..:-... ~ •••••••• £:,0 I; ~ " .. ~~~S,o\ON i~~ .. :y..t'\';;
.... o"...J • .;:t-;'-:O'A--,'-'
----Linda Mills
Legal Advertising Represen . e, Renton Reporter
Subsc~ e this 25th day of September, 2015.
Polly Ann $hepheM,'Notary Public for the State of Washington,
Residing in Federal Way, Washington
_ 0 :0 1>0 • .r '
:: a. i u NOTARY~: 0;' ~ ()l \ pUBUC 1 z = -:,.:.,.>.0. :0= ":--9.:.... /;..:. ~ ....... /;:.. .. ~5-1'-\:.·· Q; ~ //I~-OF·W···-;"c.'0~ , ... ..:--
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NOTICE OF
ENVIROCIIMENTAL
DETERMINATION
ENVIROCIIMENTAL
REVIEW COMMITTEE
RENTON,WASHINGTON
The Environmental RevIew
Committee has issued a Determi-
nation of Non-Significance Miti-
gated (DNS-M) tor the following
project under the authority of the
Renton municipal cade-N 30th St
and Burnett Ave N Storm System
Improvements
N 30th St and Burnett Ave N
Storm System Improvements
LV A 15-000607
Location: ROW in Vicinity of
Burnett Ave N and N 30th St
City of Renton requests SEPA
Review to replace and extend be-
low ground storm water system
lines and caLeh basins along N
30th St between Burnett Ave N
and Park Ave and along Burnett
Ave N between N 30th St and N
32nd St within the R8 zone. The
new pipe would be 1,500 linear
feet and connect with the existing
stonn system at N 32nd St and
Burnett Ave N. Construction is
proposed March to July 2016
Disturbed streets and sidewalks
would be restored. During can·
struction. the street parking area
would be used for storing equip-
ment and materials. Neighbors
would be notified of work near
their homes. Access to local
driveways would be maintained
except when construction needs
to cross or block a driveway.
Appeals of the DNS·M must
be filed in wriling on or before
5:00 p.m. on October 09. 2015.
Appeals must be filed in writing
together with the required fee
with: Hearing Examiner c/o City
Clerk. City of Renton, 1055 S
Grady Way, Renton. WA 98057
Appeals to the Hearing Examiner
are governed by RMC 4-8-110
and more information may be ob-
tained from the Renton City
Clerk's Office, 425-430·6510,
Published in the Renton Reporter
September 25, 2015. #1421277.
ClTY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT -PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 24th day of September, 2015, I deposited in the mails of the United States, a sealed envelope containing
SEPA Determination & Notice documents. This information was sent to:
.. . " ' ..
Agencies
City of Renton
Angela Poon
(Signature of Sender):
STATE OF WASHINGTON
COUNTY OF KING
)
) SS
)
••••••••••
..
See Attached
Applicant
Pa rty of Record
""'''\\\\1111 §~\.\.. Y PO/lII/1
ff -<-::0 ~lh~'~\ : .o~ ~~
I certify that I know or have satisfactory evidence that Sabrina Mirante ~ Cot ~ "" ~
signed this instrument and acknowledged it to be his/her/their free and voluntary act f~ tlj,' se~;'~ur es §
mentioned in the instrument. ~ ~ '~'~-2'9~1~o~ :
II/ O.,c:-Ittt"""-",, rf'. ..::
" Ilr: ~v "" Dated: ..{'f MW ~4. Jet) "" ~SH\ ,,-,-,,
)
Notary (print): ___ ---'I-\~'()~I~\!4+_-l?...l· ...i.Q:1I-'=US""-L __________ _
My appointment expires: ~ <.<if d'f, ;;(01 9-
N 30th & Burnett Ave N Storm System Improvements
LUA15-000607, ECF
template -affidavit of service by mailing
Dept. of Ecology **
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
W5DOT Northwest Region *
Attn: Ramin Pazooki
King Area Dey, Serv.! MS-24D
PO Box 330310
Seattle, WA 98133-9710
US Army Corp. of Engineers '"
Seattle District Office
Attn: SEPA Reviewer
PO Box C-3755
Seattle, WA 98124
BOYQ Powers u*
Depart, of Natural Resources
PO Box 4701S
Olympia, WA 98504-7015
KC Dev, & Environmental Servo
Attn: SEPA Section
35030 SE Douglas St. #210
Snoqualmie, WA 98065
Metro Transit
Senior Environmental Planner
Gary Kriedt
201 South Jackson Street KSC-TR-0431
Seattle, WA 98104-3856
Seattle Public Utilities
Timothy C. Crail,
Attn: SEPA Responsible Official
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
AGENCY (DOE) LEITER MAILING
(ERe DETERMINATIONS)
Dept. of Ecology **
Attn: Misty Blair
PO Box 47703
Olympia, WA 98504-7703
Duwamish Tribal Office '"
4717 W Marginal Way 5W
Seattle, WA 98106-1514
KC Wastewater Treatment Division '"
Environmental Planning Supervisor
Ms. Shirley Marroquin
201 s. Jackson ST, MS KSC-NR-050
Seattle, WA 98104-3855
WDFW -larry Fisher*
1775 12th Ave. NW Suite 201
Issaquah, WA 98027
City of Newcastle
Attn: Tim McHarg
Director of Community Development
12835 Newcastle Way, Ste 200
Newcastle, WA 98056
Puget Sound Energy
Wendy Weiker, Community Svcs, Mgr.
355110th Ave NE
Mailstop EST llW
Bellevue, WA 98004
Puget Sound Energy
Doug Corbin, Municipal Liaison Mgr.
6905 South 228'" St
Kent, WA 98032
Muckleshoot Indian Tribe Fisheries Dept. **
Attn: Karen Walter or SEPA Reviewer
39015 _l72 r1d Avenue SE
Auburn, WA 98092
Muckleshoot Cultural Resources Program **
Attn: laura Murphy
39015 172 nd Avenue 5E
Auburn, WA 98092-9763
Muckleshoot Cultural Resources Program **
Attn: Erin Slaten
39015 1720d Avenue SE
Auburn, WA 98092-9763
Office of Archaeology & Historic Preservation*
Attn: Gretchen Kaehler
PO Box 48343
Olympia, WA 98504-8343
City of Kent
Attn: Charlene Anderson, AICP, ECD
220 Fourth Avenue South
Kent, WA 98032-5895
City of Tukwila
Jack Pace, Responsible Official
6200 Southcenter Blvd.
Tukwila, WA 98188
*Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities
will need to be sent a copy ofthe Environmental Checklist, Site Plan PMT, and the Notice of
Application,
**Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to
the following email address: sepaunit@ecy.wa.gov
** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are
emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email
addresses: KWalter@muckleshoot.nsn.us ( Laura.murphy@muckleshoot.nsn.usL
erin .slaten@muckleshoot.nsn.us
***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT,
& Notice the following email address: sepacenter@dnr.wa.gov
template· affidavit of service by mailing
Angela Poon
908 N 30th 5t
Renton. WA 98056
Joseph Farah
City of Renton
Denis Law _----= ____ .""""..~-·r Mayor .....
l .-
City of , .
~llrD.ll
September 24, 2015 Community & Economic Development Department
C.E."Chip"Vincent. Administrator
Joseph Farah
City of Renton Stormwater Utility
1055 S Grady Way, 5th Floor
Renton,WA 98057
SUBJECT: ENVIRONMENTAL (SEPAl THRESHOLD DETERMINATION
N 30th St & Burnett Ave N Storm System Improvements, LUA15-000607,
ECF
Dear Mr. Farah:
This letter is written on behalf of the Environmental Review Committee (ERe) 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 October 9,2015, 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,
Kris Sorensen
Associate Planner
Enclosure
cc: Angela Poon I Party(ies) of Record
Renton City Hall • 1055 South Grady Way • Renton. Washington 98057 • rentonwa.gov
Denis Law f
___ M:ay:or __ ... "..,.,,_~. r .0 l . ..
J. __ .-.-10 t 1.
September 24, 2015 Community & Economic Development Department
C.E:Chip"Vincent, Administrator
Washington State
Department of Ecology
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
Subject: ENVIRONMENTAL (SEPAl THRESHOLD DETERMINATION
Transmitted herewith is a copy of the Environmental Determination for the following
project reviewed by the Environmental Review Committee (ERe) on September 21,
2015:
SEPA DETERMINATION: Determination of Non-Significance Mitigated (DNSM)
PROJECT NAME: N 30th St & Burnett Ave N Storm System Improvements
PROJECT NUMBER: LUA1S-000607, ECF
Appeals of the environmental determination must be filed in writing on or before S:OO
p.m. on October 9, 201S, 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.
Please refer to the enclosed Notice of Environmental Determination for complete
details. If you have questions, please call me at (425) 430-6593.
For the Environmental Review Committee,
Kris Sorensen
Assistant Planner
Enclosure
cc: King County Wastewater Treatment Division
Boyd Powers, Department of Natural Resources
Karen Walter, Fisheries, Muckleshoot Indian Tribe
Melissa Calvert, Muckleshoot Cultural Resources Program
Gretchen Kaehler, Office of Archaeology & Historic Preservation
Ramin Pazooki, WSDOT, NW Region
Larry Fisher, WDFW
Duwamish Tribal Office
US Army Corp. of Engineers
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • ,entonwa.gov
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE
-MITIGATED (DNS-M)
PROJECT NUMBER:
APPLICANT:
PROJECT NAME:
LUA15-000607, ECF
City of Renton Stormwater Utility; Attn: Joseph Farah; 10555 Grady
Way, 5th Floor; Renton WA 98057
N 30th St & Burnett Ave N Storm System Improvements
PROJECT DESCRIPTION: The applicant, the City of Renton, is requesting Environmental (SEPAl
Review to extend stormwater pipe and catch basins in the Kennydale neighborhood. The project vicinity is
located along N 30th St, between Burnett Ave N and Park Ave, and along Burnett Ave N between N 30th St and
N 32nd St, within the Residential-8 (R-8) zoning designation. The project would increase drainage system
capacity and reduce flooding at the local sag point on N 30th St, near 1104 N 30th St, by conveying runoff that
would otherwise drain to an undersized and difficult to maintain drainage system that extends through private
properties. Surrounding properties in the project vicinity are single-family residences. The new 12 to 1S-inch
diameter pipe would be approximately 1,400 linear feet within the public rights-of-way and would connect with
the existing storm system at the intersection of N 32nd St and Burnett Ave N. Discharge from the drainage area
would continue to be to Lake Washington. The new conveyance system would be in the public right-of-way in a
trench approximately 5 feet wide and approaching 10 feet in depth. The construction trench corridor would be
approximately 12 feet in width. Approximately 1,400 cubic yards of soil is proposed for excavation and export.
Backfill would be brought to the site. The slope of the pipe ranges from 1 to 12 percent. There is a small area of
sensitive slopes in the street right-of-way (at the addresses 1003 and 1007 N 30th St). No trees would be
impacted. A Geotechnical Report, Environmental Checklist, and preliminary plan and profile were provided.
During construction, the street parking area would be used for storing construction equipment and materials.
Access to local driveways would be maintained, except when construction needs to cross or block a driveway. All
disturbed areas of streets and sidewalks would be restored to existing improvements and parking. Construction
would occur approximately March 2016 through July 2016, primarily Monday through Friday with work hours
between 7:00 AM and 5:00 PM and truck hauling limited to 8:30 AM to 3:00 PM, with weekend work only as
approved by the City.
PROJECT LOCATION:
LEAD AGENCY:
The subject section of storm system is located along N 30th.St between
Burnett Ave N and Park Ave N and along Burnett Ave N between N 30th'
St and N 32nd st.
City of Renton
Environmental Review Committee
Department of Community & Economic Development
The City of Renton Environmental Review Committee has determined that it does not have a probable significant
adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW
43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under
their authority of Section 4-9-0700 Renton Municipal Code. These conditions are necessary to mitigate environmental
impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the
lead agency will not act on this proposal for fourteen (14) days.
N 30th St & Burnett Ave N Storm System Improvements, LUA15-000607, ECF
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on October 9, 2015.
Appeals must be filed in writing 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 more information may be
obtained from the Renton City Clerk's Office, (425) 430-6510.
PUBLICATION DATE:
DATE OF DECISION:
SIGNATURES:
Terry Higashiyama, Administrator
Community Services Department
September 25, 2015
September 21,2015
qJJ.r/ /I') / .
, r Mark Peterso ,Administrator
Date
Date
Fire & Emergency Services
c~sv~
C.E. "Chip" Vincent, Administrator
Department of Community &
Economic Development
'/21 j;5~
I I
Date
Date
N 30th St & Burnett Ave N Storm System Improvements, LUAlS-000607, ECF
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT -------.... Ken ton
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNSM)
MITIGATION MEASURES AND ADVISORY NOTES
PROJECT NUMBER:
APPLICANT:
PROJECT NAME:
LUAls-000G07, ECF
City of Renton; Attn: Joseph Farah; 10555 Grady Way, 5th
FL; Renton, WA 98057
N 30th St & Burnett Ave N Storm System Improvements
PROJECT DESCRIPTION: The applicant, the City of Renton, is requesting Environmental
(SEPA) Review to extend stormwater pipe and catch basins in the Kennydale neighborhood. The project
vicinity is located along N 30th St, between Burnett Ave N and Park Ave, and along Burnett Ave N
between N 30th St and N 32nd St, within the Residential-8 (R-8) zoning designation. The project would
increase drainage system capacity and reduce flooding at the local sag point on N 30th St, near 1104 N
30th St, by conveying runoff that would otherwise drain to an undersized and difficult to maintain
drainage system that extends through private properties. Surrounding properties in the project vicinity
are single-family residences. The new 12 to 18-inch diameter pipe would be approximately 1,400 linear
feet within the public rights-of-way and would connect with the existing storm system at the
intersection of N 32nd St and Burnett Ave N. Discharge from the drainage area would continue to be to
Lake Washington. The new conveyance system would be in the public right-of-way in a trench
approximately 5 feet wide and approaching 10 feet in depth. The construction trench corridor would be
approximately 12 feet in width. Approximately 1,400 cubic yards of soil is proposed for excavation and
export. Backfill would be brought to the site. The slope of the pipe ranges from 1 to 12 percent. There is
a small area of sensitive slopes in the street right-of-way (at the addresses 1003 and 1007 N 30th St). No
trees would be impacted. A Geotechnical Report, Environmental Checklist, and preliminary plan and
profile were provided. During construction, the street parking area would be used for storing
construction equipment and materials. Access to local driveways would be maintained, except when
construction needs to cross or block a driveway. All disturbed areas of streets and sidewalks would be
restored to existing improvements and parking. Construction would occur approximately March 2016
through July 2016, primarily Monday through Friday with work hours between 7:00 AM and 5:00 PM
and truck hauling limited to 8:30 AM to 3:00 PM, with weekend work only as approved by the City.
PROJECT LOCATION:
LEAD AGENCY:
The subject section of storm system is located along N 30th St
between Burnett Ave N and Park Ave N and along Burnett Ave N
between N 30th St and N 32nd 5t.
The City of Renton
Department of Community & Economic Development
Planning Division
MITIGATION MEASURES:
1. The applicant shall follow the recommendations included in the Geotechnical Engineering
Report, prepared by Associated Earth Sciences, Inc, dated May 14, 2014.
2. The applicant shall provide a fill source statement for fill used at the site for project
development within the N 30'h St right-of-way within the Aquifer Protection Area. The fill
source statement shall be submitted with the construction permit application.
ADIVISORY NOTES:
The following notes are supplemental information provided in conjunction with the
administrative land use action. Because these notes are provided as information only, they are
not subject to the appeal process for the land use actions.
PLAN -Planning Review -Land Use
Version 1 I September 15, 2015
Planning Review Comments
Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov
Recommendations: 1. RMC section 4 4 030.C.2Iimits haul hours between 8:30 am to
3:30 pm, Monday through Friday unless otherwise approved by the Development Services
Division.
Recommendations: 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.
Recommendations: 3. Within thirty (30) days of completion of grading work, the
applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that
is graded or cleared of vegetation and where no further construction work will occur within
ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified
in the current King County Surface Water Management Design Manual as adopted by the City
of Renton may be proposed between the dates of November 1st and March 31st of each year.
The Development Services Division's approval of this work is required prior to final inspection
and approval of the permit.
Recommendations: 4. A National Permit Discharge Elimination System (NPDES) permit is
required when more than one acre is being cleared.
Recommendations: 5. The applicant may not fill, excavate, stack or store any equipment,
dispose of any materials, supplies or fluids, operate any 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.
Engineering Review Comments
Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov
ERe Mitigation Measures and Advisory Notes Page 2 of 3
Recommendations: The 96 inch concrete sewer line in Burnett Avenue North is not shown on
the plans.
Technical Services Comments
Contact: Amanda Askren I 425-430-7369 I aaskren@rentonwa.gov
Recommendations: Technical Services Review 8/24/2015 Amanda Askren
Please add notes and/or page regarding the topography and survey boundary information
shown in the plan set. Items to include: Date mapping was performed, ROW information
determined from what source, ROW widths, Survey monumentation found date and
Professional Surveyor stamp if performed by licensed surveyor.
ERe Mitigation Measures and Advisory Notes Page 3 of 3
OF ENVIRONMENTAL DETERMINATION
ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE -MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: N 30TH ST & BURNETT AVE N STORM SYSTEM IMPROVEMENTS
PROJECT NUMBER: LUAIS-000607, ECF
LOCATION: THE SUBJECT SECTION OF STORM SYSTEM IS LOCATED ALONG N 30TH Sf BETWEEN
BURNETT AVE N AND PARK AVE N AND ALONG BURNITT AVE N B£TWEEN N 30TH ST
AND N 3ZND ST.
DESCRIPTION: THE APPLICANT, THE CITY OF RENTON, IS REQUESTING ENVIRONMENTAL (SEPAl
REVIEW TO EXTEND STORMWATER PIPE AND CATCH BASINS IN THE KENNYDALE NEIGHBORHOOD. THE PROJECT VICINITY IS
LOCATED ALONG N 30TH ST, BETWEEN BURNETT AVE N AND PARK AVE, AND ALONG BURNETT AVE N BETWEEN N 30TH Sf
AND N 32ND ST, WITHIN THE RESIDENTIAL~8 (R-8) ZONING DESIGNATION. THE PROJECT WOULD INCREASE DRAINAGE
SYSTEM CAPACITY AND REDUCE FLOODING AT THE LOCAL SAG POINT ON N 30TH ST, NEAR 1104 N 30TH sr, BY CONVEYING
RUNOFF THAT WOULD OTHERWISE DRAIN TO AN UNDERSIZED AND DIFFICULT TO MAINTAIN DRAINAGE SYSTEM THAT
EXTENDS THROUGH PRIVATE PROPERTIES. SURROUNDING PROPERTIES IN THE PROJECT VICINITY ARE SINGLE-FAMILY
RESIDENCES. THE NEW 12 TO IB-INCH DIAMETER PIPE WOULD BE APPROXIMATELY 1,400 LINEAR FEET WITHIN THE PUBLIC
RIGHTS-OF-WAY AND WOULD CONNECT WITH THE EXISTING STORM SYSTEM AT THE INTERSECTION OF N 32ND ST AND
BURNETT AVE N. DISCHARGE FROM THE DRAINAGE AREA WOULD CONTINUE TO BE TO LAKE WASHINGTON. THE NEW
CONVEYANCE SYSTEM WOULD BE IN THE PUBLIC RIGHT-OF-WAY IN A TRENCH APPROXIMATELY 5 FEET WIDE AND
APPROACHING 10 FEET IN DEPTH. THE CONSTRUCTION TRENCH CORRIDOR WOULD BE APPROXIMATELY 12 FEET IN WIDTH.
APPROXIMATELY lAOO CUBIC YARDS OF SOIL IS PROPOSED FOR EXCAVATION AND EXPORT. BACKFILL WOULD BE BROUGHT
TO THE SITE. THE SLOPE OF THE PIPE RANGES FROM 1 TO 12 PERCENT. THERE IS A SMALL AREA OF SENSITIVE SLOPES IN THE
STREET RIGHT-OF-WAY IAT THE ADDRESSES 1003 AND 1007 N 30TH ST). NO TREES WOULD BE IMPACTED. A GEOTECHNICAL
REPORT, ENVIRONMENTAL CHECKLIST, AND PRELIMINARY PLAN AND PROFILE WERE PROVIDED. DURING CONSTRUCTION,
THE STREET PARKING AREA WOULD BE USED FOR STORING CONSTRUCTION EQUIPMENT AND MATERIALS. ACCESS TO LOCAL
DRIVEWAYS WOULD BE MAINTAINED, EXCEPT WHEN CONSTRUCTION NEEDS TO CROSS OR BLOCK A DRIVEWAY. ALL
DISTURBED AREAS OF STREETS AND SIDEWALKS WOULD BE RESTORED TO EXISTING IMPROVEMENTS AND PARKING.
CONSTRUCTION WOULD OCCUR APPROXIMATELY MARCH 2016 THROUGH JULY 2016, PRIMARILY MONDAY THROUGH
FRIDAY WITH WORK HOURS BETWEEN 7:00 AM AND 5:00 PM AND TRUCK HAULING LIMITED TO 8:30 AM TO 3:00 PM, WITH
WEEKEND WORK ONLY AS APPROVED BY THE CITY.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED
ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES.
Appeals of the environ~ental determination must be filed in writing on or before 5:00 p.m. on October 9,
2015, 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 the Renton City Clerk's Office, (425) 430-6510.
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 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION_ I
--""""'. (lliiililll'FJIIIIII""· J{ e n to 11. 0
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.
DEPARTMENT OF COMMUI ... I
AND ECONOMIC DEVELOPMENT ---------renton 0
ENVIRONMENTAL REVIEW COMMITTEE REPORT
ERC MEETING DATE:
Project Name:
Project Number:
Project Manager:
Owner of right-of-way:
Applicant/Contact:
Project Location:
Project Summary:
Exist. Bldg. Area SF:
Site Area:
STAFF
RECOMMENDA T/ON:
September 21, 2015
N 30 th St & Burnett Ave N Storm System Improvements
LUA15-000607, ECF
Kris Sorensen, Associate Planner
City of Renton
City of Renton Storm water Utility; Attn: Joseph Farah; 1055 5 Grady Way, 5th Floor;
Renton WA 98057
The subject section of storm system is located along N 30th St between Burnett Ave N
and Park Ave N and along Burnett Ave N between N 30th St and N 32 0d 51.
The applicant, the City of Renton, is requesting Environmental (SEPA) Review to extend
storm water pipe and catch basins in the Kennydale neighborhood. The project vicinity
is located along N 30th St, between Burnett Ave N and Park Ave, and along Burnett Ave
N between N 30th St and N 32nd St, within the Residential-8 (R-8) zoning designation.
The project would increase drainage system capacity and reduce flooding at the local
sag point on N 30th St, near 1104 N 30th St, by conveying runoff that would otherwise
drain to an undersized and difficult to maintain drainage system that extends through
private properties. Surrounding properties in the project vicinity are single-family
residences. The new 12 to 18-inch diameter pipe would be approximately 1,400 linear
feet within the public rights-of-way and would connect with the existing storm system
at the intersection of N 32nd St and Burnett Ave N. Discharge from the drainage area
would continue to be to Lake Washington. The new conveyance system would be in
the public right-of-way in a trench approximately 5 feet wide and approaching 10 feet
in depth. The construction trench corridor would be approximately 12 feet in width.
Approximately 1,400 cubic yards of soil is proposed for excavation and export. Backfill
would be brought to the site. The slope of the pipe ranges from 1 to 12 percent. There
is a small area of sensitive slopes in the street right-of-way (at the addresses 1003 and
1007 N 30th St). No trees would be impacted. A Geotechnical Report, Environmental
Checklist, and preliminary plan and profile were provided. During construction, the
street parking area would be used for storing construction equipment and materials.
Access to local driveways would be maintained, except when construction needs to
cross or block a driveway. All disturbed areas of streets and sidewalks would be
restored to existing improvements and parking. Construction would occur
approximately March 2016 through July 2016, primarily Monday through Friday with
work hours between 7:00 AM and 5:00 PM and truck hauling limited to 8:30 AM to
3:00 PM, with weekend work only as approved by the City.
N/A
16,200 sf
Proposed New Bldg. Area (footprint):
Proposed New Bldg. Area (gross):
Total Building Area GSF:
N/A
N/A
N/A
Staff Recommends that the Environmental Review Committee issue a Determination
of Non-Significance -Mitigated (DNS-M).
City of Renton Department of Community &
N 30'H ST & BURNETT AVE N STORM SYSTL
Report of September 21, 2015
ERe Report 15-000607
nomic Development
IPROVEMENTS
Project Location Map
nvironmenta/ Review Committee Report
WA15-000607, ECF
Page 2 of 7
City of Renton Department of Community & Jmic Development vironmental Review Committee Report
WAlS-000607, ECF N 30TH ST & BURNETT AVE N STORM SYSTETI., .. IJPROVEMENTS
Report of September 21, 2015 Page 3 of 7
PART ONE: PROJECT DESCRIPTION I BACKGROUND
A. EXHIBITS:
Exhibit 1:
Exhibit 2:
Exhibit 3:
Exhibit 4:
Exhibit 5:
Exhibit 6:
Exhibit 7:
Exhibit 8:
Exhibit 9:
Exhibit 10:
Exhibit 11:
Exhibit 12:
Exhibit 13:
Staff Report; dated September 14, 2015
Zoning Map
Aerial Photo
Storm System Improvement Profile Drawing; Preliminary 30% Review Set; Prepared by Joseph
Farah -City of Renton Storm Utilities; dated August 2014
City of Renton Maps -Storm water System
Environmental Checklist, prepared by City of Renton
Geotechnical Engineering Report, Project No. KE140150A N 30th Street / Burnett Avenue N
Storm System, Prepared for PACE Engineers, Prepared by Associated Earth Sciences Inc, dated
May 14, 2014
City of Renton Maps -Steep Slope
City of Renton Maps -Landslide
City of Renton Maps -Aquifer Protection Area Zone 2
Project Narrative
Advisory Notes / Review Comments
Construction Mitigation Description
B. GENERAL INFORMATION:
1. Owner of Right-of-Way:
2. Zoning Designation:
City of Renton, Attn: Stormwater Utility, Joseph Farah
1055 S Grady Way, Renton WA 98057
Project is located in public rights-of-way within the
Residential-8 (R-8) zone
3. Comprehensive Plan Land Use Designation: Residential Medium Density (RMD)
4. Existing Site Use: Improved public streets.
5. Neighborhood Characteristics:
North: Single-family Residential (R-B)
East:
South:
West:
6. Access:
7. Site Area:
ERe Report 15-000607
Single-family Residential (R-B)
Single-family Residential (R-B)
Single-family Residential (R-B)
The project site is the public right-of-way where there
are improved streets.
The subject site is located along N 30th St between
Burnett Ave N and Park Ave N and along Burnett Ave
N between N 30th St and N 32 0d St. The project is
within approximately 16,200 sf of public right-of-way.
Construction would primarily be in asphalt covered
streets. Disturbed asphalt and sidewalk areas would
be restored in kind.
City of Renton Department of Community & omic Development Ivironmental Review Committee Report
LUA15-000607, ECF N 30TH ST & BURNETT AVE N STORM SYSTE ....... PROVEMENTS
Report of September 21, 2015 Page 4 of 7
C.
D.
HISTORICAL/BACKGROUND:
Action
Comprehensive Plan
Zoning
Annexations
Gustine
Kennydale
PUBLIC SERVICES:
Land Use File No.
N/A
N/A
N/A
N/A
Ordinance No.
5758
5758
1821
2531
Date
06/22/2015
06/22/2015
03/31/1960
12/31/1969
1. Utilities: The existing stormwater system in N 30th St currently conveys water through private property to
the north, in the middle of the block, to connect to N 31" St. This system does not have sufficient capacity
and localized flooding occurs. The project would take the existing storm lines in N 30 th St and extend them to
the intersection of N 30th St and Burnett Ave N, and extend the new line north on Burnett to N 32" St and
Burnett Ave N, to connect with the system that discharges into Lake Washington. The storm lines within the
private properties would not change and continue to convey to the existing system to the north. A 96-inch
concrete sewer line is located in Burnett Ave N.
2. Streets: The project site is the public right-of-way where there are improved streets. The subject section of
storm system is located along N 30th St between Burnett Ave N and Park Ave N and along Burnett Ave N
between N 30 th St and N 32" St. Project construction will occur within approximately 16,800 sf of public
right-of-way (approximately 12 feet wide trench with an approximate 1,400-foot length).
3. Fire Protection: City of Renton Fire Department.
I 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.
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 follow the recommendations included in the Geotechnical Engineering Report,
prepared by Associated Earth Sciences, Inc, dated May 14, 2014.
2. The applicant shall provide a fill source statement for fill used at the site for project development within
the N 30 th St right-of-way within the Aquifer Protection Area. The fill source statement shall be
submitted with the construction permit application.
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:
ERe Report 15-000607
City oj Renton Department of Community & Economic Development
N 30TH ST & BURNETT AVE N STORM SYSTEM IMPROVEMENTS
Report of September 21,2015
L Earth
Environmental Review Committee Report
LUA15-000607, EeF
Page 5 of 7
Impacts: A Geotechnical Engineering Report, prepared by Associated Earth Sciences, dated May 14, 2014
(Exhibit 7) and a SEPA Environmental Checklist prepared by the applicant (Exhibit 6) have been provided
with the application. Both provide analysis of existing conditions, proposed earthwork, and impacts.
The surface elevation along Burnett Ave N rises gradually north to south from elevation 102 feet to elevation
120 feet between N 30th 5t and N 32"' St (Exhibit 7, page 2). Existing grade along N 30th 5t rises to the east
from elevation 120 feet to elevation 170 feet along the alignment. According to City of Renton mapping
software, a portion of the project area is within Moderate Landslide area (Exhibit 9) and there are Sensitive
slopes of approximately 25-40% near the address 1003 N 30 th St (Exhibit 8) on the south side of the public
right-of-way.
Construction will primarily be in asphalt covered streets in the public right-of-way (Exhibit 11). Along N 30 th
St, the proposed pipe is generally located along the gutter, and construction will largely take place in the
sidewalk on the north side of the street. The installation of the proposed storm system is expected to
require open excavations approaching depths of 10 feet (Exhibit 7, page 6).
The geotechnical investigation as discussed in the submitted Geotechnical Report, includes three drilled
exploration borings along the storm system alignment. Borings were conducted in mid-April when ground
water levels in unconfined aquifers in the Puget Lowland are typically at or near their seasonal high (Exhibit
7, pages 2 and 5). The 'Subsurface Conditions' section ofthe Geotechnical Report states that the
explorations in the right-of-way encountered fill soils composed of very loose, granular sediments underlain
by natural sediments consisting of medium dense to very dense sand, although the subsurface conditions
actually encountered during constructionwithin the roadway could encounter compacted trench backfill
associated with several existing underground utilities (Exhibit 7, page 4). The three borings encountered four
sediment types (Fill, Vashon Recessional Outwash, Vashon Lodgement Till, and Vashon Advance Outwash).
Ground water seepage was encountered in two borings on N 30th St at a depth of approximately 5 feet in
both borings and at approximately 15 feet below existing grade in the most easterly boring (Exhibit 7, Figure
3).
The Geotechnical Report states that the planned storm system replacement is feasible provided that the
recommendations in the report are adhered to ("Design Recommendations -Introduction", page 6). The
Geotechncial Report makes construction design recommendations for trenching, drainage, and erosion
hazards. The Geotechnical Report states that the erosion potential of the site is considered to be low
although erosion may increase temporarily during construction. To mitigate erosion hazard potential, five
additional minimum erosion control recommendations should be added to the project temporary erosion
and sedimentation control plan (Exhibit 7, page 8). The five additional recommendations leaving pavement
areas in place and vacuum sweeping, adding filter socks to catch basins in the vicinity, stockpiling soils, and
revegetating or paving disturbed areas.
Based on the recommendations included in the provided Geotechnical Engineering Report, staff
recommends as a mitigation measure that the subject project comply with the recommendations.
Mitigation Measures: The applicant shall follow recommendations in the Geotechnical Engineering Report.
Nexus: SEPA Environmental Regulations, RMC 4-3-050 Critical Areas.
Z, Water
a. Aquifer Protection Area
Impacts: The trench work in N 30th St may occur within the City of Renton Aquifer Protection Area Zone 2
(Exhibit 10). Construction work in N 30th St right-of-way is proposed on the northern side of the street. The
Aquifer Protection Area is located on the southerly side of the street. The overall purpose of the aquifer
protection regulations is to protect aqUifers used as potable water supply sources by the City from
contamination by hazardous materials. Some uses are restricted that store, handle, treat, use, or produce
ERe Report 15-000607
City of Renton Department of Community & Econom;c Development
N 30TH ST & BURNETT AVE N STORM SYSTEM IMPROVEMENTS
Report 01 September 21, 2015
Environmental Review Committee Report
LUA15-000607, ECF
Page6017
substances that pose a hazard to groundwater quality. Since fill is proposed for project development, a fill
source statement would be required to be submitted to the City to ensure clean fill is used. Impacts to the
Aquifer Protection Area are not anticipated as a result of the subject project.
Mitigation Measures: The applicant shall provide a fill source statement, for fill used at the site for project
development within the N 30th St right-of-way within the Aquifer Protection Area. The fill source statement
shall be submitted with the construction permit application
Nexus: SEPA Environmental Regulations, RMC 4-3-080 Critical Areas, RMC 4-6-030 Drainage Surface Water
Standards.
b. Storm Water
Impacts: The projects proposal would add a new storm water system along N 30 th St and Burnett Ave N in
the public right-of-way. The Environmental Checklist states that the project would not change the amount of
storm water collected or the discharge location. The proposed project re-routes runoff from one piped
drainage system to another and as such does not affect the drainage pattern within or in the vicinity of the
project (Exhibit 6). The project would increase the capacity of the storm water drainage system and reduce
the potential for flooding.
Approximately 1,400 linear feet of new storm pipes would be added. The Environmental Checklist describes
the existing method of collection, conveyance, and disposal for storm water in the area (Exhibit 6, page 3).
Storm water runoff to the project area is generated from the residential and commercial areas east of the
project area. Storm water runoff is collected by catch basins in the streets and is conveyed to the west,
along N 30 th St, by the existing 12-inch storm water pipes. The drainage area at the connection point to the
existing system at the intersection of N 32 0d St and Burnett Ave N is approximately 40 acres. The estimated
peak flows at the downstream end ofthe project area at the intersection of N 32 0d and Burnett Ave N ranges
is approximately 20 cubic feet per second for the 25-year, 24-hour storm event. From the N 32 0d St/Burnett
Ave N intersection, storm water runoff is conveyed by a pipe that extends north along Burnett Ave Nand
then west. This storm crosses under Lake Washington Blvd and discharges to Lake Washington. That
Environmental Checklist states:
• The use of typical erosion control measures per the 2009 KCSWDM would be used during
construction to prevent soil and sediment from entering the storm water system (Exhibit 6, page 8).
• The Environmental Checklist states that during construction, if fuel and oil spills occur, they would
be mitigated (Exhibit 6, page 11). Staff recommends that the City consider requiring a Spill
Prevention, Control, and Countermeasures (SPCC) Plan for the contractor that will perform
proposed work.
Staff has already recommended that the recommendations ofthe Geotechnical Report (Exhibit 7) be
followed as a mitigation measure.
Mitigation Measures: No further mitigation required.
Nexus: None.
3_ Transportation
Impacts: It is anticipated that temporary impacts to traffiC would result from the proposed project during
construction. The project would result in the closure of areas along N 30th St and Burnett Ave N during
construction. Construction would occur approximately March 2016 through July 2016, primarily Monday
through Friday, with work hours between 7:00 AM and 5:00 PM and truck hauling limited to 8:30 AM to 3:00
PM, with weekend work only as approved by the City (Exhibit 13).
A traffic control plan would be required during construction to ensure emergency access to all homes
located on the street is maintained throughout construction (Exhibit 6 subsection 14 "Transportation"). The
submitted Environmental Checklist states that a traffic control plan will be prepared by the contractor for
approval by the City, that will restrict parking and may limit access to construction areas and that the
ERe Report 15-000607
City of Renton Department of Community & Economic Development
N 30TH ST & BURNETT AVE N STORM SYSTEM IMPROVEMENTS
Report of September 21, 2015
Environmental Review Committee Report
LUA15-000601, ECF
Page 7 of 7
contractor would use the parking strip to store construction material and equipment. The checklist further
states that access to local driveways will be maintained, except when construction needs to cross or block a
driveway. Areas including on-street vehicle parking, asphalted areas, and sidewalks that are impacted would
be restored in kind as part of the project.
Mitigation Measures: No further mitigation required.
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 ofthis report and/or "Advisory Notes to Applicant" (Exhibit 12) .
./ Copies of all Review Comments are contained in the Official File and may be attached to this report.
The Environmental Determination decision will become final if the decision is not appealed within the 14-day
appeal period (RCW 43.21.C.075(3); WAC 197-11-680).
Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in
writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA
98057, on or before 5:00 p.m. on October 9, 2015. 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 HaU-
7th Floor, (425) 430-6510.
ERe Report 15-000607
S'E1~TH~
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PLANNING -TECHNICAL SERVICES
PRINTED DATE: 1010212013
This document is a (raphic repllIsentation, nof
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on1he best infonnation allililabm as of the dale
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EXHIBIT 2 (
I
I
I
I
I
COR
R-8
/ N39THPL
D3E 06 T23N R5E E 1/2
I
I
R-
N 27niALY
o 420 840
R-8 R-8
PRIVATERD
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1:9.520 31 T24N R5E E 1/2
Page 3 of 80
CI' its D (CV) Cenler Village D (R-8) ResidenUal8du/sc
r ~NTO'" D (IH) In~s\rial Heavy 0 (RC) Resource Conservaton
mg OBsignation 0 (IL) Induslnal Ughl 0 (RM-F) ResidertialMJIti-Fanily
~ {CAl CommercialArtlJ'ial D (1M) looustrial Medium D (RM-n Resi. ~tti-Family Traditional o (CD) Center DOW!1VJwn D (R-I) Rasideo~alldulac 0 (RM-U) Resi. ~tti-Fanily lkb;:n CentlJ' o (CN) Commercial Neighborllood D (R-l0) Residenball Ow/ac D (RUH) Rssidenllal Manufactured Homes
D (CO) Commercial Offica D (R·14) RBsidential14~lac D (UC-Nt) Urb¥l Cenl$r North 1 o (COR) CommerciaVOlflcelR88idenUal D (R-4) Rasidential4dulac 0 (UC-N2) Urbal Center North 2
;),J,JUI 1-r,~",,_,J"t29 5428 5428 54: j4275~, 5426 5425 5425 6
B1W B1E B2W B2E B3W B3E B4W E B5W B5E B6W B6E B7VV~'B7E B8W' B8E ,B
26 T24N 26 T24N 25 T24N 25 T24N 30 T23N '~4N 2a T24N , 27 T24N n T24N 26 T24N 26 T24N 25 T24N 25 T24N 30
R4EWl12 ,,~4,EL~ke ,,~4.~,~.1/2 i R4EEll2 ,R5EWlI2 ' f);;Wl,'2 I ) RSEEll2 ,RSEWl/2 ~ RSEEl12 R5EWl/2; R5E'E·112 RSEW112 R5EE1/2 R6E
; Washington ' • l;"~ " ' '
4435' 4435,4436,,4436[5431 5431/54321,,54132; 5433' 5433 5434, 5434, 5435 5435.5436 5436 64
C1W C1E C2W' C2E C3W C3dC4W)H)~"C5W C5E C6W C6E C7W C7EC8Wi C8EC
35 T24N ' 35 T24N 36 TUN , 36 T24N 31T24N 31T~; 32T24N f 32T24N U 3J T24N )3rZ4Nv 34 T24N i 34 T24N 35 T24N 35 T24N 36 T24N 36T24N 31T
R4EWl12 R4EElI2 J~~.~.W1l2 l_,R,4E_E112 R5EW1I2 RSE(112: R5,E_W1I2 ,'~~~l,l2/tR5E~~J;.,,~~~~~;': i R5E,~,',:2, R5EE1~ ,,' RSEWl12 RSEElf2 R6f
'4302,,' 4302,' 4301
1
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f \1 ,-...., '1 i ; \-.., -J ' ~ __ -..l.,Cr$o/,'
43111 43114312 4312 5 5,307 5308,53085309 5309 5310 53101~11 5311 5312 5312t~
1J,"Y-U~ ~?2Y,Y ~~3~ E ~g~ ~12Y,Y' ~~S ~~'yy ~~~ ~Q~XY ~~13~ ~l!l ~7,~ ~?,Y,Y ~~3~' ~~ ,~lE11i2 R4EEl12 , R4EWl12 R4EEt62 RSEE\,ll2 R5E_Wl!~, RSEEll2 I R5EWl12 R5EElf2 RSEW1I2 RSEEl12 RSEWU RSEEtl2 RSEW1/2 RSEEll2, R6EW
\ ". . ' : \
144 13 1 43 3 5318 5318 '5317' 5317 531653165315 5315 5 313 5~3i
d:ET~,~~~K~~Ti~ ~E~~~' I~·~ ~J~'-E~£r~~~K~~~~~_~ETr~ ~iT~~:+~l~~~ ~E~~~ ~E~l
,\ > ~\' FL...,. . '
4323 4323 4~~ 4324 5319 5319 5320. 5320 5321 532) 5:t22 53Z2~2-a~-w.2 8'22t'631
. ~~ ~~. ~~12(~,~~ ~~ i~?' 21'~ • ~~ 2~lW!i~~"'~~"-.
4326 4326 43~ 4325' 5330 5330' 5329' 5329 ' 5328 i 5328 ~27' 5327, 5326 5326 i;;t5 5325, 633
H1W H1E H2 . H2E 'H3W H3E H4W H4E' H5W H5E· W H6E: H7W H7E, HOlM' H8E i H9
26T23N 26T23N 25TlJ 25TZlN. 3I1r23N 29TZlN 29T23N ,28T23 N 28T23N ;-2JN i 27T23N I 26TZlN 26T23N }\2S~y ~-l 3OT23
R4EWl12 R4EE1/2 ~4EWl R4EE}~}~~ ~~,-E~~4x: RSEWl12 R5EE~I~::~'~~~~~,f'R5~~I2' J~,lI~; RSEEll2 : R5EWl12 R5EE1'~_,:,,~~,~~J.,~~~_E_~_ ~ __ ~~:,.1,
433~~~53~}331'\~2 ' 5332 r 'i 53~t,5334: 5335 _533~~36 . 53361633 4335 4335
11W 11E
. 35 T23N 35 T23N
R4E W 112 R4E E 112
12W' 12E' 13W/ 13E 14W 14E 16W i T6E rrrw I 17E i 18~ 18E 19
36 T23Nj ,36TZ:m 31TZlN, 31T23N 32 T23N 32 T23N 1 3;J T23N 34 T23N , 34 T23N ,is'r23N 35 T23N 36 T23 36 T23N ,JI 31 T23
R4EW1I2, R4E£41~ ; R5E w 1'1:, RSEElI2. R5EW1Y2! R5EEll2' R5EWl12 R5EW1I2, RSEElI2_iR5EW1/2 RSEEl12 A5EW' .. ,_A5E"EI12 "R6EWI
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Jl W Jl E .: J2W J2E J3W J3E J4W, J4E\, J5W J5E h 6W,,-J@ . .
Residential o (RC) Resource Conservation o (R-l) Residential 1 dulac o (R-4) Residential4du/ac o (R-8) ResidentialSdu/ac o (R-l0) Residential10du/ac o (R-14) Residential 14du/ac o (RM-F) Residential Multi-Family o (RM-T) Res Multi-Family Traditional o (RM-U) Res Multi-Family Urban Center o (RMH) Res Manufactured Homes
Mixed Use Centers o (CV) Center Village o (CD) Center Downtown o (UC-N1) Urban Center North 1 o (UC-N2) Urban Center North 2
Commercial D (CAl Commercial Arterial o (CN) Commercial Neighborhood
D (CO) Commercial Office o (COR) Commercial/Office/Residential
Industrial o (IL) Industrial light o (1M) Industrial Medium
D (IH) Industrial Hea'l)'
1
1
---, RENTON ___ oJ
r-~ . L ___ 1 Potential AnnexatIon Area
PAGE
INDEX
Page
Number
SectrTownJRange
Notes
None
256
o
o 128
WGS _198 4_ Web_Mercator_Auxiliary_ Sphere
256 Fee t
City of Rerrto n ;:,~
Finance & IT Divis ion
Aerial Photo
Legend
Ci ty and County Boundary
Other
l:J Ci ty 01 Renton
Addresses
Parcels
Information Technology -GIS
RentonMapSupport@Rentonwa ,gov
9/3/2 015
EXHIBIT 3
Th,s mao IS a user generated static output from an Internet mapping site and
IS for reference only Data layers l!"lat appear OIl thiS map mayor may r,ot be
accurate currem or otherwse reliable
TH I S MAP IS NOT TO BE USED FOR NAVIGATION
N 30TH STREET AND BURNETT AVE N
STORMWATER SYSTEM IMPROVEMENT PROJECT
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Stormwater Utility
EXHIBIT 5
1001
909 915 921 1007 1013 1019 1101 1105 1109
903 1025
3100 916 926 1002 1100
910 920 930 1036 1018 1024 1030 1106
1j:I" •. , .... ,~,~'c,'=,--'c.=-__ -_"_~,=" •..•. "_I:I'~ •. .,u .. c
N3~stSt NJ~51St .•• ',. ".-"'~-"'''''''''-'1:1 . , .. " . """' .. -1:1 -, .. -1; .. ;-
I ! 1101
!
1003 1007 1013
1017 1035
1103 3004 915
911
1015 923 929 935
! ... "'" ---"i" I I 1104
1024 1102 I~
916 1010 1014 908
1006 e!
Ii
....l:f ' -. .;a-.~ ... .,
901
907 917 1007
905
911 1003
2930
924
2910
906 912 918 920 1000
o
o 64 128 Feet
1004
r... 29t~ 5t
Legend
City and County Boundary
Otl1er
[:] City of Renton
Addresses
Parcels
Network Structures
1:1 Inlet
0 Manhole
• Ulility Vault
Ii Unknown Structure
1020
1013 1017 1103 1105
1014 1108
'" Water Quality
Detention Facilities ., • • , ....
-Pipe
Pond
Tank
Vault
Wetland
-Culvert
... Open Drains
VirtlJ::l1 nr::linlinA
1109
1112
1115 1119
1116
1107
1111
1112 1116
1114 1118
City of Renton ,&'; Information Technology. GIS
RenlonMapSupport@RentonwB.gov
9/3/2015
This map!s a user generated static output [rom an Inte'-net 1lapplng 51:e a~d
IS ';cr refe'ence onl), Data layers that appear:;n thiS map may ::lr ~ay no: be
accurate. cur'ert :)r otherINlSe rel'able
Finance & IT Division THIS MAP IS NOT TO BE USED FOR NAVIGATION
.. -DEPARTMENT OF cor --lltl'llITY
AND ECONOMIC DEVELOPMENT EXHIBIT 6
=
ENVIRONMENTAL CHECKLIST
Planning Division
1055 South Grady Way-Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
PURPOSE OF CHECKLIST:
Governmental agencies use this checklist to help determine whether the environmental
impacts of your proposal are significant. This information is also helpful to determine if
available avoidance, minimization or compensatory mitigation measures will address the
probable significant impacts or if an environmental impact statement will be prepared to
further analyze the proposal.
INSTRUCTIONS FOR APPLICANTS: ~
This environmental checklist asks you to describe some basic information about your proposal.
Please answer each question accurately and carefully, to the best of your knowledge. You may
need to consult with an agency specialist or private consultant for some questions. You may
use "not applicable" or "does not apply" only when you can explain why it does not apply and
not when the answer is unknown. You may also attach or incorporate by reference additional
studies reports. Complete and accurate answers to these questions often avoid delays with the
SEPA process as well as later in the decision-making process.
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.
INSTRUCTIONS FOR LEAD AGENCIES:
Additional information may be necessary to evaluate the existing environment, all interrelated
aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first
but not necessarily the only source of information needed to make an adequate threshold
determination. Once a threshold determination is made, the leadil~l;xi.s_~~s9P-n,sible for the
completeness and accuracy of the checklist and other supporting ddaLimer1fsl. \! r~ j)
Entire Document
H:\File Sys\SWP-Surface Available Upon Request
30th EC.docx
,1l,UG 1 0 2015
P)\27-3716:'N'~O;;~t'~urn:~\i~~4~EPA\4 N
, , " . . . ~', _, i.' I ' , .
EXH.LBIT 7
ass 0
earth SClell\.,"",
May 14,2014
Project No. KE140150A
PACE Engineers
11255 Kirkland Way, Suite 300
Kirkland, Washington 98033
Attention: Mr. Fred Williamson
Inco'por.'lt,-::;d
Subject: Subsurface Exploration and
Geotechnical Engineering Report
N. 30~ / Burnett Avenue N. Storm System
Renton, Washington
Dear Mr. Williamson:
We are pleased to present the enclosed copies of the above-referenced report. This report
summarizes the results of our subsurface exploration and geotechnical engineering stndies and
offers geotechnical recommendations for the proposed project.
We have enjoyed working with you on this report and are confident that the recommendations
presented will aid in the successful completion of your project. If you should have any
questions or if we can be of additional help to you, please do not hesitate to call.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Ste en A. Siebert, P.E.
Associate Geotechnical Engineer
SS/ld
KEl40150A3
Proje~[s\20 140 150\KE\ WP
Kirkland Office 1911 Entire Document
Everett Office! 2911 Yz He",
Tacoma Office 11552 [amme Available Upon Request
". I
AUG 1 0 2015
I 425.827.5424
522 F I 425.252.3408
.2992 F I 253.722.2993
"
I Regulated Slopes EXHIBIT 8 I
" c:
N 32na Sf N 32 n o SI N 3.
825 1001
909 915 921 1007 1013 1019 1101 1105 1109
819 903 1025 111
z
~
> « 3100 916 926 1002 1100 814 920 930 1116 3117 ~ 910 1018 1024 1030 1036 E 1106
" o:J
~ 3 1st S t ~31stSt ~ J~st ~. N3;scS!
813 3011 915 1003 1007 1013 1015 1103 1107 3004 1101 923 929 935 1017 1035 911
z
~
> ..: 908 916 1010 1014 1104 1112
1024
814 818
819
820
Notes
None
2815
"[' 9C12 906
c
0:
i\ J:J~ ~ s:
z .,
>
901
2930
2910
906
o
905
912
----===--==,
128 o 64 128 Feet
~Ci~ty~o~f R~eerlrItfoOJnrn·.~~
Finance & IT Division
1006
, "1 "l'''' v 1..",
907 917 1007
911 1003
924
918 920 1000
N 29t~ S!
007
Legend
City and County Boundary
Other
i:~ City of Renton
Addresses
Parcels
Slope City of Renton
>15% & <=25%
II >25% & <=40% (Sensitive)
• >40% & <=90% (Protected)
• >90% (Protected)
In.oonatlon Technology -GIS
RentonMapSupport@Rentonwa.go'll
913/2015
1004
lC120 1102
51 ~ JOtn S'
1013 1017 1103 1105 1109
1010 1012 1014 1108 1112 1114
N 29th St
1103
ThiS map is a user generated slat,c output from an I~ter'let mapping site and
IS for reference only Data layers that appear on thiS map rT'Cl)' or may ~ol be
accurate current. or otherwise reliable
THIS MAP IS NOT TO BE USED FOR NAVIGATION
I
Notes
Non e
128
o
o 64 128 Feel
C ity of Renton ~)
Fin ance & IT Divis io n
Landslide -Moderate
Legend
C ity an d Cou nty Boundary
Other r:J CIty 01 Renton
Addresses
Parcels
Landslide • VERY HIGH • HIG H • MODERAfE
UNCLASSIFEO
Informatio n Tec hn o lo gy . GIS
RentonMapSupport@lRentonwa .gov
9/312 01 5
nus map ,5 a USE!( generated static cutout from af' Internet mapping s,te and
IS lor reference only Data I'lyers tha! appear on th·s map mayor may not be
accurate current or olheN>1Se rel'able
TH IS MA P IS NOT TO BE USED FOR NAVIGAT ION
Aquifer Protection Area Zone 2
Notes
None
12 8
o
o 64 128 Feet
City of Rerrton 1 ~,0
Finance & IT Division
Legend
City and County Boundary
Oth er
r:; City of Renton
Addres ses
Parcels
Aquifer Pro tection Zones o Zone 1
• Zone 1 Modrfied
• Zon a 2
Wp.llfip.lri r..::Intllrp. 7nnp.
Info rmatio n Tec hnology -GIS
RentonMapSuppolt@Rentonwa.gov
9/3/20 15
EXHIBIT 10
1112
Th;& rrap IS a user gerlerated StailC output trom an Internet ma:Jplflg site and
IS for refel erTce only Oat3 la1ars tI1al appear on thiS map mayor may nol be
accurate current or otnefWlse re "30le
THIS MAP IS NOT TO BE U SED FOR NAVIGATION
PROJECT NARRATlh ~HIBIT 11
N 30th St I Burnett AVE N STORM SYSTEM IMPROVEMENT PROJECT
This project consists of adding a new storm system along N 30 th St and Burnett Ave N in the City right-of-way.
This system would reduce flooding at the local sag point on N 30 th St near 1104 N 30 th St by conveying runoff
that would otherwise drain to an undersized and hard to maintain drainage system that extends north
through private properties. The purpose of the project is to alleviate the flooding has occurred at the sag point
and on adjacent properties during significant storm events the last 10 years.
Approximately 180 linear feet of existing storm pipes will be replaced and 1150 linear feet of new storm pipes
will be added. The exact pipe sizes and locations will be determined in the final design. New catch basins will
be placed at various locations along N 30th St and Burnett Ave N.
Construction will primarily be in asphalt covered streets in the City right-of-way.
Along N 30 th St, the proposed pipe is generally located along the gutter and as such construction will largely
take place in the sidewalk on the north side. The new storm system will be placed in a trench approximately 5
feet wide and 4-to 9-feet deep. Approximately 1,500 cubic yards of soil may be excavated to install the new
storm system. Backfill soil will be hauled in from licensed gravel pits. All disturbed asphalt areas will be
patched with new asphalt. The disturbed sidewalk on N 30th St will be restored in kind .. The estimate
construction cost is approximately $550,000.
Construction will start at the intersection of N 32 nd St and Burnett Ave N and will proceed south to the
intersection of N 30th St and Burnett Ave N, and then east till the local sag point on N 30 th St near 1104 N 30th
St. During construction, parking on each block will be restricted, and the block will be limited to local access
only. The contactor will use the parking strip or shoulder to store construction material and equipment.
Access to local driveways will be maintained, except when construction needs to cross or block a driveway.
After construction is completed all streets will be restored to existing access and parking.
The project will consist of trenching in asphalt covered streets (and along sidewalk gutter for half of the
project) so erosion is not likely to occur. Typical erosion control measures such as storm grate inlet protection
and covering any exposed soil stockpiles, as specified in the King County Surface Water Design Manual, will be
used.
The soils in the area are classified by the National Resources Conservation Service as InC (Indianola Loamy Fine)
in the King County, Washington Soil Survey. The typical profile of this soil is loamy fine sand, and sand at larger
depths.
There is no land use permit required for this project. The zoning designation is City right-of-way but the adjacent
area is zoned single family residential.
There are no wetlands, water bodies, steep slopes or other hazard areas within the project extents. There are
also no trees to be removed or impacted (and as such no landscape plan is needed). The existing topography
consists of rolling to flat slopes. Exiting contours lines are shown on the site plan.
ADVISORY NOTES TO APP :ANT LUA 15-000607 of
EXHIBI"l 12
Application Date: August 10, 2015
Name: N 30th St and Burnett Ave N Storm System Improvements
PLAN -Planning Review -Land Use Version 1 I September 15, 2015
Planning Review Comments.:; Contact: Kris Sorensen 1425,430;f;l59&lksorensen@rentonwa.gov
Recommendations: 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.
Recommendations: 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.
Recommendations: 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate
ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within
ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water
Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1 st and March 31 st of
each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit.
I Recommendations: 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being
cleared.
Recommendations: 5. The applicant may not fill, excavate, stack or store any eqUipment, dispose of any materials, supplies or fluids,
operate any 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.
.
Engineering Review.Comments .. •. /. >::.:: Contact:. Vicki Grover I 425 c430-7291I vgrover@reOtdrlWa.gov
Recommendations: The 96 inch concrete sewer line in Burnett Avenue North is not shown on the plans.
Technical Services Comments::::;:: .. •..••. Contact: Amanda Askren 1·425f~0-7S691 aaskren@rentonwa.gov
Recommendations: Technical Services Review 8/24/2015 Amanda Askren
Please add notes andlor page regarding the topography and survey boundary information shown in the plan set. Items to include: Date
mapping was performed, ROW information determined from what source, ROW widths, Survey monumentation found date and
Professional Surveyor stamp if performed by licensed surveyor.
Ran: September 15, 2015 Page 1 of 1
EXHIBIT 13
CON5TRUCTIC
N 30 th St I Burnett AVE N STORM SYSTEM IMPROVElVltl" I PROJEC
. Proposed Construction Dates:
Approximately March 2016 through July 2016.
Hours of Operation: Monday through Friday between 7:00 AM and 5:00 PM
Proposed Hauling/Transportation Routes:
The project area is served by N 30th 5t, N 31't 5t, N 32 nd St, Park Ave N and Burnett Ave N. The
contract will most likely use N 30th St and Burnett Ave N for access to construction area. The
contractor may access the project area from 1-405 or Lake Washington Blvd N. Truck hauling on
arterial streets will be limited to the hours of 8:30 AM to 3:00 PM, Monday through Friday.
Work on weekends will only occur with approval from the City.
The contractor will be required to file a Traffic Control Plan with the City to identify hauling
routes and traffic control measures for the construction area.
Erosion control measures such as storm drain inlet protection per the King County Surface
Water Manual will be used. Any soil stockpiles not in use will be covered with plastic sheets
during rainy periods. Stockpiles and the working area may be watered to reduce dust
generation, if needed. All construction equipment will be required to have muffler and exhaust
systems in good working order.
ClTY OF RENTON
DEPARTMENT OFCOMMUNITY & ECONOMIC DEVELOPMENT" PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 18th day of August, 2015, I deposited in the mails of the United States, a sealed envelope containing
Notice of Application and Acceptance documents. This information was sent to:
;!'r .... ,;:... .;, ·.:!·<.<.·';~·<'ji·· .. ·········i!:i/ .......... :', ,. , . . . "':··.i~· Rilpresentli1'i!!ffit,·.,'·"'j,
Agencies See Attached
Joseph Farah Applicant/Owner
300' Surrounding Properties See Attached
.~
(Signature of Sender): 'x1 ifNlA lAWI
( 1;;)
,
STATE OF WASHINGTON
\i
COUNTY OF KING ) "''''\\\\\'''1
........ " v Po 1/ ~... ~\.. l l1.-i '"
I certify that I know or have satisfactory evidence that Sabrina Mirante .:? ~~~=~IIII~~\
signed this instrument and acknowledged it to be his/her/their free and voluntary act fofthe 1,~';~~Mls~
-"'U ~~..,. mentioned in the instrument. ~ ~ -• _ c. ~ ~
-;'(1)~..o ~:;;
'/ ..4 "I va' \V .: ~ -'\ /-y"i.n '"' .%'~-
j) 'J \ /~ ~ 11',I}V .. 29.'\1 .... ~$ 0 = Dated: vi lif'wf:
tary Public in and for the State of ~~~'Sy\\~ ~.::,':::-I" ", Ill""",'
Notary (print): ___ .LCH""C..l.I?1 t-' -...:t'-".o"",U",-i",<'6C.2..-___________ _
My appointment expires: J "q ~)..ot-:r .Atrj lo., 0( /
Burnett Ave N Storm System Improvements
LUA15-000607, ECF
template -affidavit of service by mailing
AGENCY (DOE) LETTER MAILING
(ERe DETERMINATIONS)
Dept. of Ecology ** Dept. of Ecology •• Muckleshoot Indian Tribe Fisheries Dept. **
Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer
PO 60x47703 PO 60x47703 39015 -172cd Avenue SE
Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092
WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program **
Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: laura Murphy
King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 39015 172nd Avenue SE
PO Box 330310 Auburn, WA 98092-9763
Seattle, WA 98133-9710
US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program **
Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten
Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172c
' Avenue SE
PO Box C-3755 201 S. Jackson ST, M5 KSC-NR-050 Auburn, WA 98092-9763
Seattle, WA 98124 Seattle, WA 98104-3855
Boyd Powers *** WDFW -Larry Fisher* Office of Archaeology & Historic Preservation*
Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler
PO Box 47015 Issaquah, WA 98027 PO Box 48343
Olympia, WA 98504-7015 Olympia, WA 98504-8343
KC Dev, & Environmental Serv, City of Newcastle City of Kent
Attn: SEPA Section Attn: Tim McHarg Attn: Acting Community Dev. Director
35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South
Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895
Newcastle, WA 98056
Metro Transit Puget Sound Energy City of Tukwila
Senior Environmental Planner Wendy Weiker Jack Pace, Responsible Official
Gary Kriedt 355 1l0th Ave NE 6200 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 Mailstop EST 11 W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98004
Seattle Public Utilities Puget Sound Energy
Timothy C. Croll, Doug Corbin, Municipal Liaison Mgr.
Attn: SEPA Responsible Official 6905 South 228" St
700 Fifth Avenue, Suite 4900 Kent, WA 98032
PO Box 34018
Seattle, WA 98124-4018
* Note: If the Notice of Application states that it is an "Optional ONS", the marked agencies and cities
will need to be sent a copy ofthe Environmental Checklist, Site Plan PMT, and the Notice of
Application.
**Oepartment of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to
the following email address: sepaunit@ecy.wa.gov
** Karen Walter, laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are
emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email
addresses: KWalter@muckleshoot.nsn.us / Laura,murphy@muckleshoot,nsn,us/
erin.slaten@muckleshoot.nsn.us
***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT,
& Notice the following email address: sepacenter@dnr.wa,gov
template -affidavit of service by mailing
I
!
3342101215 3342101735 3342101255
BUCHHOLTZ ALVIN F BURCH ELLlS+SHARON M RAUENH BURNSIDE KEVIN
11814 SE 89TH ST 920 N 31ST 911 N 31ST ST
NEVVCASTLE,VVA 98056 RENTON, VVA 98056 RENTON, VVA 98056
3342101235 3342101725 3342101210
CAPADONA MAURA CARLISLE DIANE L SAVOY CASSON MARIA G
912 N 29TH ST 1002 N 31ST ST 1000 N 29TH ST
RENTON, VVA 98056 RENTON, VVA 98056 RENTON, VVA 98056
3342101540 3342101275 3342101530
DOMINIK DAMIAN M+MARZENA K DUBOIS RONALD KEITH+KATHLEE ESTES SCOTI ARNOLD
1001 N 32ND ST 935 N 31ST ST 921 N 32ND ST
RENTON, VVA 98056 RENTON, VVA 98056 RENTON, VVA 98056
3342101025 33421011 QQ ~tiM'" y 3342101230
FRITSVOLD KAREN FRITS\ ~ ~ • YrO) \01J.Pf HAUS CHRISTOPHER D
1007 N 30TH ST 1007 ~ _ O .... <o-t<d \f\ 918 N 29TH ST
RENTON, VVA 98056 RENTO ..... ou::.o RENTON, VVA 98056
3342101730 3342101700 3342101715
HERNANDEZ FRANK A HOVVSER ORETIA A HOVV5ER PAUL R+LYNETIE T
930 N 315T ST 1024 N 31ST ST 1018 N 31ST ST
RENTON, VVA 98056 RENTON, VVA 98056 RENTON, VVA 98056
3342101520 3342101480 3342101510
HUEBNER KENNETH E HUYNH KIEN QUOC JACOBS SHIRLEY J
909 N 32ND 5T 1714 NE 26TH PL 903 N 32D ST
RENTON, VVA 98056 RENTON, VVA 98056 RENTON, VVA 98056
3342101470 3342101471 3342101285
JOHANSON MARCIA JOHANSON MARCIA KHATSKEVICH ALlAK5ANDR+ALEN
616 13TH ST NE 1006 N 30th St 1007 N 31ST ST
EAST VVENATCHEE, VVA 98802 Renton, VVA 98056 RENTON, VVA 98056
3342101260 3342101494 3342101495
KING ZACHERY+ALlSSA LEDUFF ALVIN J JR+MARISA L LEMM LISA
915 N 31ST 5T 1425 31ST AVE 906 N 30TH ST
RENTON, VVA 98056 SEATILE,VVA 98122 RENTON, VVA 98056
3342101291 3342101015 3342101020
LOEFFLER NICHOLAS NEVVELL DVVIGHT J+BARBARA J OPITZ DANIEL C
1015 N 31ST ST 16 COLUMBIA KY 1003 N 30TH
RENTON, VVA 98056 BELLEVUE, VVA 98006 RENTON, VVA 98055
3342101750 3342101035 3342101525
OPITZ DANIEL C PANVVAENGMON JALAT PAVLIK BEATRICE J
1003 N 30TH ST 1013 N 30TH ST 16261 SE 7TH ST
RENTON, VVA 98056 RENTON, VVA 98056 BELLEVUE, VVA 98008
3342101526 3342101245 3342101490
PAVLIK BEATRICE J PETERSON CHARLES POON ANGELA
915 N 32nd St 2910 BURNED AVE N 908 N 30TH ST
Renton, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342100320 3342100325 3342100335
Resident Resident Resident
814 N 31st St 3117 Burnett Ave N 3011 Burnett Ave N
Renton, WA 98056 Renton, WA 98056 Renton, WA 98056
3342100340 3342100345 3342100420
Resident Resident Resident
813 N 31st St 809 N 31st St 810 N 30th St
Renton, WA 98056 Renton, WA 98056 Renton, WA 98056
3342100420 3342100430 3342100435
Resident Resident Resident
812 N 30th St 814 N 30th St 818 N 30th St
Renton, WA 98056 Renton, WA 98056 Renton, WA 98056
3342100440 3342100449 3342100519
Resident Resident Resident
819 N 30th St 815 N 30th St 820 N 29th St
Renton, WA 98056 Renton, WA 98056 Renton, WA 98056
3342100990 3342100991 3342100995
Resident Resident Resident
901 N 30th St 2930 Burnett Ave N 905 N 30th St
Renton, WA 98056 Renton,WA 98056 Renton, WA 98056
3342101215 3342101755 3342101290
Resident SAKIYAMA FUMIO ET AL SANDJAY LLC
924 N 29th St 3100 BURNED AVE N 8024 255TH AVE NE
Renton, WA 98056 RENTON, WA 98056 REDMOND, WA 98053
3342101291 3342101270 3342101265
SANDJAY LLC SHANNON PATRICK D+AMY M SLIVKA TOMAS
1013 N 31st St 929 N 31ST ST 923 N 31ST ST
Renton, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342101250 3342101240 3342101225
SOLBERG KAMMIEL+POMEROY AND SOLOWONIUK PEGGY + JACK TEMPLE NICHOLAS D
3004 BURNED AVE N PO BOX 1592 920 N 29TH ST
RENTON, WA 98056 RENTON, WA 98057 RENTON, WA 98056
3342101010 3342101745 3342101449
THRALL MARK G TU HARRY+JENNIFER NGO TWOGOOD MICHELLE L
911 N 30TH ST 2016 NE 32ND ST 1020 N 30TH ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342101736
VIDIC MIROSLAVA
8439 40TH AVE SW
SEATILE, WA 98136
3342101460
WHALEN THOMAS P
1014 N 30TH ST
RENTON, WA 98056
3342101200
YANG MINGHUI+DONG XIAOPING
1004 N 29TH ST
RENTON, WA 98056
3342101737
VIDIC MIROSLAVA
926 N 31st St
Renton, WA 98056
3342101464
WNEK ANDRZEJ+ALEKSANDRA+JAN
9515 126TH PL SE
RENTON, WA 98056
3342101005
VIEN TUYET MAl THI+HUYNH BI
10715 42ND LN S
SEATAC,WA 98188
3342101280
WONG KIN Y+JEANNE C
1022 N 33RD PL
RENTON, WA 98056
Joseph Farah
City of Renton
3342100300 3342100301 3342100220
AQUINO HARRY P+MIGNONEDE G AQUINO HARRY P+MIGNONEDE G ASSAREH CHAD+ANNA
12305 SE 165TH ST 716 N 31st St 818 N 32ND ST
RENTON, WA 98058 Renton, WA 98056 RENTON, WA 98056
3342101995 3342101996 3342101996
BARRY M CHRIS+SANDERS NANCY BARRY M CHRIS+SANDERS NANCY BARRY M CHRISTOPHER
1401 N 36TH ST 910 N 32nd St 910 N 32ND ST
RENTON, WA 98056 Renton, WA 98056 RENTON, WA 98056
3342101997 3342100255 3342100200
BARRY M CHRISTOPHER BEAL WAYNE F+JUANITA C BELL GREGORY R
3202 Burnett Ave N 709 N 32ND ST 806 N 32ND ST
Renton, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342100325 3342100430 3342100431
BORMAN FREDERICK E COOLEY BRANDON E+AARON C+AM COOLEY BRANDON E+AARON C+AM
3117 BURNED AVE N 11117 NE 91ST LN 814 N 30th St
RENTON, WA 98056 KIRKLAND, WA 98033 Renton, WA 98056
3342101980 3823300000 3823300000
DAVIDSON FRANK R DAVIS M SUE EASTON TOM+KAREN
916 N 32ND ST 740 N 32ND ST #1 3601 LAKE WASHINGTON BLVD
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3823300000 3342100360 3342100310
FRANCIS RAY D GOMAVITZ ROBERT 5 GREENE ROGER W
740 N 32ND ST #3 801 N 31ST ST 810 N 31ST ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3823300000 3342100320 3342100335
GUNN MAURINE D HALL CHRISTOPHER D IWATA KAY K
740 N 32ND ST #6 814 N 31STST 3011 BURNED AVE N
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342101510 3342100245 3342100370
JACOBS SHIRLEY J JENZEN JOYCE M KELLY KIMBERLY
903 N 32D ST 801 N 32ND ST 711 N 31ST ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342101760 3342100420 3342100421
KELSO ROBERT A LlNDBOM JEFFREY S+YVONNE H LlNDBOM JEFFREY S+YVONNE H
PO BOX 2345 810 N 30TH ST 812 N 30th St
RENTON, WA 98056 RENTON, WA 98056 Renton,WA 98056
3342100410 3342100305 3823300000
MILLER BRIAN W MORROW ROBERT E II+BEVERLY NAPOLI DOMENICO+VIRGINIA M
806 N 30TH 5T 802 N 31ST ST 1205 N 27TH PL
RENTON, WA 98055 RENTON, WA 98056 RENTON, WA 98560
3342101750 3342101751 3342100345
OPITZ DANIEL C OPITZ DANIEL C PETERSON ERIC J
1003 N 30TH ST 910 N 31st St 809 N 31ST ST
RENTON, WA 98056 Renton, WA 98056 RENTON, WA 98056
3342100236 3823300000 3342100307
REARDON-MORA FAMILY TRUST SANDERSON CATHLEEN M SCHROETER GEORGE A
4416170TH AVE SE 740 N 32ND ST UNIT 4 806 N 31ST ST
BELLEVUE, WA 98006 RENTON, WA 98056 RENTON, WA 98056
3342100355 3342100225 3342100295
SCHULTZ LISA K scon DONOGH HOMES INC SECREST RENTAL PROPERTIES L
805 N 31ST ST 1745 NILE AVE NE 3106 LAKE WASHINGTON BLVD N
RENTON, WA 98056 RENTON, WA 98059 RENTON, WA 98056
3342100295 3342100215 3342101765
Resident SENSENBACH BRIAN J STACK EDWARD+VICKI
710 N 31st St 816 N 32ND ST 907 N 33RD ST
Renton, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342100435 3342100340 3342100205
STAUFFER THOMAS L STINDE ALBERTA L STURMAN DAVID J+LEILANI D
818 N 30TH 813 N 31STST 814 N 32NDST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
3342100230 3342100150 3342100135
SUN KIM P+SO JANICE Y TIBBS LOUIS 0 IV Y & M PROPERTIES VII LLC
PO BOX 2851 807 N 33RD 5T 5921126TH AVE SE
RENTON, WA 98056 RENTON, WA 98056 BELLEVUE, WA 98006
3823300000 3823300000 3823300000
Resident Resident Resident
740 N 32nd St APT 3 740 N 32nd St APT 4 740 N 32nd St APT 2
Renton, WA 98056 Renton, WA 98056 Renton,WA 98056
3823300000 3823300000 3823300000
Resident Resident Resident
740 N 32nd St APT 5 740 N 32nd St APT 6 740 N 32nd St APT 1
Renton, WA 98056 Renton, WA 98056 Renton, WA 98056
-----Renton ®
NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF
NON·SIGN1F1CANCE·MITIGATEO (DN5-M)
AM." .. Appllralion hOI betn fUod ond 'cuP'''' ,,1\10 IhO 0 ............ of Community I. ~,ono",lt .,.. ... P .. _
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ond .,ces. 10 local dl .. rw ..... would .. m.,ntoln.,l. '''opt w~ ronstrumon ._ II> "'''' or block. <I ..... w." .... 1
ol" ... ,IocIllr.el> ond ',d .... I .. wo>uld b. re_ocI ta "illl"l ..,"'...-.01$ ..... ",<1:1'1-Th. now conYe\',noo Wltem
",ould be In tn. pubik: n"'l..,f ........ I" 0 trenrn ."""" ......... 1'(, _ .. fd •• nd 4 to ~ 1«'< deep. Appro.lm~y 1.500
,ubio , .. d, 01 ,011;"0 be .. camod. 5KI<fMI wOU", b. bro'IMUI til. ,I ... Tho ~op •• ftho P'FIO "'I\I .. lrom 1 Lo 12
.<roon!. 1 .. "' .... no 'M!I<i!l ,,. .. In tho .... """'FIII ,,,,oil _ Of '.n,~IIi. '1Dpa in 111. 'treet right-.r-",., •• tn"
>d(I, ..... u L003.n" 1001 N ]r)l:n 5t. ~ tl't!eSwould be Imp.<ted.i'-G_nlcol ~epc", tn.l",n,""nt.1 Checkll .... nd
p,";ml .. ry pion ono profllo wo,. P""""-
PROJEcr LOCATION: Ci"lRawlnln.hrllr>Winl~I"'l>:
~ 30"!it (900-1100 810<1<1
Bumen A •• N (3WH200I)kr<l<1
OPTIDNlol. O£l"ERMlriAnON OF NON_SIGNIFICANCE, MmliAlUIIDNs-M): .... I" Le.a<I A&onq, tho City 01 Renl0n ...
dete<mln.d that ,Ii'll","," .""1,,,"_1 I",pacts or_ unli~olv t<r reoult from In. ,'o"""od PIOject. TIr.,.IGro, ..
"..".,Ined undo, tho "00 43.21(.1l0,!IMr Ci"l 01 Flo""," ~ Y'" tIM OoLI ....... rw§..M p,or:_ to I""' ""titt th.t.
ON5·M i; lil.ly to b. , .. _. Commen! pe"ooio fa, the "",joct inri tn. p~ ON';-M or. ;ntqmed Inbr. ,Iolie
<Dmm.nl period. TIro .. wNt b. no <OnVI1.m FIOflDrf 101"'-'1", thc I""""," 01 tn" Tlrromold !101er"mln.~on of N".,.
S;gnIAC3r1<8-M~lptlld iONs..M). ThH ."v be tho ONy Opportunity II> co",,,,onT DO .n •• rwI'""m.ntol mporu of "'"
,rop ... I .... 14-d,V ,_,I pe,lod w~IIoI"" Lool __ • of"'" (lH§..!.I.
APPUCANT""'(U~cr CONT/l.CJppU;ON:
AOJiU!118,l0l5
JOIoph fl11l~'Clty of ft.""'~, 5urbo:o W.tlr, Uillity/1055 $~
Way/_, W ... 'iW51/4:tS4lll-110S
II \'Gu would IIko to Or! modo. palt'/ 01 roaml to rKeiYo I"Mer Iniormotloo on 1111. I""pooocl PfOjeo:t <a"'pl". th~
form ,"0 I't!<Um to: ~1Iy of R.ntun. COO -PI"","" DIo1~O", tOSS 50. GlUt w.y, Rento., \til'" 9aoS7.
'1.m./.II. No .. ~~ ..... N. !ta"" 1\'<I.m Imp .......... '" I.UMS'r»lfj(l}, <{F
NAME, ~:~===========::;;;;;;;;;::======= MJliLING WDRE$: CI .... /Sbrto!Zlp:
TE'EPHONE NO,:
Oth.,P .... ; .. wnl<l1"'..,,I.,.~'",.'"
loLlllan w ...... p~ication ~
Otr,~I."'oct:
CONSlrnNC'fOY'E~VI£W:
IonlroalLarl61.1 •• :
£".I,o""'.'''IDo",.,."."""t
!.r.I.,I. ,ho propaI.4 P"'Jom:
-..O ..... ntRoJilIoll"""
U"d fo, Pr<r!o<t MIUp!lon:
~.~ .... t ot Cammunity 80 [<r>nami< C.velopmoo, (CWI-PI.nnlnl
O;.~lon, SI"" Aoor R.mon City H.lI, tO~~ South G,,<iy Way, """I .... WI<
~r.Il57
The >UbI''''' Ito I, ""''In.tod II<o!lrIor!~.1 Modlum D.".;~ on tn. C; .... 01 R,nton
Comp,,",n"'. lI"d 1.1, ...... P ,nO R-B on 10. C~i' ~onlnl M.P.
Th. ptel_'" "III 00 ,"bjO<t to "'" CIt,', S,P/'-o,olnonce, "Me oI-l.oSD Critical
A, .. " RMC 4-6.010 Surlrr .. w.",' and <ltlrer .ppllr:aol. "'0'" ond 101"lolion,
In. IGII"",lnl ",,'lgatirln ", .. ,UfO' will likely b. impooocl 00 ,"_ p'opO .. d
PfOlect. -0. .. '0<0""''''-M~II1"'on M.llu,"" ,ddren prol.a Impac:tl naI
'0...,,0<1 b¥ 'I<lrtrc codo .od ,"1.101.10",,, "tocIow.-•.
• Follow Geateehnieol Report Recommendations
Co,om ..... onlh ....... pplkri .... m""'Oo""bm_;n"'rI~tolCrl' 5o>_, ..... _PI ....... ,UD-PI.""""
0101,1,,",1055 Solrilt QriIIy Way, IIOfIton, WAHII57, by~;O(I"" an 501'1 ....... 1., 1015. tfyo"._qu..tlon~ ,bout
ln~ propo .. 1 0' wI!!! I. b~ ""do. I>Irty of ",,,,rr! inri ,'''''''' O<idltirrnol .otj~ca,lo" Oy "",,I, ~n<act 1M ,ojott
l>.1.n.I". "'..;., .. wno ,ullmlts ",,1111" "",mImI> ",I .utom.otinlly boco"," • FIOriy of ~O'o 0l1li ",II b. no,,~od.f II\'f
<le<1.lon on thl, p,ol""'. "'<opy 011110 'uO<eq .. ntthrestiold _,,,,In,,lon'' ..... ~.~.lIPOo ,equeot.
CONTACT PERSON: KIts Sorensell, Associate Planner; Tel: (425) 430-6593, Eml:
ksorensefl@rentonwa.gav
CERTIFICATION
if1.' Q.
I, ---!_..:.f_:::_J=--'"--"':::'-:-'<:::lLl.L!."--=--I hereby certify that --L-. copies of the above document
were posted in conspicuous places or nearby t: Zflbed property on
Date: fLI/ ¥;J(S Signed: ~~
STATE OF JASHIN~TON
SS
COUNTY OF KING
I certify that I know or have satisfactory evidence that K r' s $0.-. 0,0)
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
uses and purposes mentioned in the instrument.
ublic in and for the State of Washington
Notary (Print): II II I::>
My appoi ntment eXPires:=====~tT:~.:&:. ~;:i,=::;:I:'Li:::(~::i =:~=Q:I=l========
''"'*, ~-o"''''''~''"7rJ'~-;::''''1f( ,~~
AiJs 2~/lIED rlan Review Routing Slip ('~ (' _ 2015
-:.RctvroN
Plan Number: LUA15-000607 Name: N 30th St and Burnett Ave N Storm System Improvements . ~~
Site Address: ROW in Vicinity of Burnett Ave Nand N 30th St
Description: The applicant, the City of Renton, is requesting Environmental (SEPAl Review to replace and extend below ground
stormwater system lines and catch basins _ The project vicinity is located along N 30th St between Burnett Ave N and Park Ave and along
Burnett Ave N between N 30th St and N 32nd 5t within the Residential-8 zone designation, The project would increase the capacity of the
storm water drainage system and reduce flooding at the local sag point on N 30th St near 1104 N 30th St by conveying runoff that would
otherwise drain to an undersized and difficult to maintain drainage system. Surrounding properties are single-family residences, The
existing line is approximately 180 linear feet in N 30th 5t. The replacement and new 12 to 18-inch diameter pipe would be
approximately 1,500 linear feet, covers a 13.5-acre drainage area and would connect with the existing storm system at the intersection
of N 32nd St and Burnett Ave N, Discharge is to lake Washington and the discharge location would not change, During construction, the
street parking area would be used for storing construction equipment and materials and access to local driveways would be
maintained, except when construction needs to cross or block a driveway, All disturbed streets and sidewalks would be restored to
existing improvements and parking. The new conveyance system would be in the public right-of-way in a trench approximately 5 feet
wide and 4 to 9 feet deep. Approximately 1,500 cubic yards of soil is to be excavated, Backfill would be brought to the site, The slope of
the pipe ranges from 1 to 12 percent. There are no critical areas in the area except a small area of sensitive slopes in the street
right-of-way at the addresses 1003 and 1007 N 30th st. No trees would be impacted, A Geotechnical Report, Environmental Checklist,
and preliminary plan and profile were provided,
Review Type: Community Services Review-Version 1
Date Assigned:
Date Due:
08/18/2015
09/01/2015
Project Manager: Kris Sorensen
Environmental Impact
Earth
Air
Water
Plants
land/Shorel ine Use
Animals
Environmental Health
Energy/Natural Resources
Housing
Aesthetics
Where to enter your comments: Manage My Reviews
Which types of comments should be entered:
light/Glare Hi stori c/Cultura I Preservati on
Recreation Ai rport Environmental
Utilities 10,000 Feet
Transportation 14,000 Feet
Public Service
Recommendation -Comments that impact the project including any of the Enivornmentallmpacts above,
Correction -Corrections to the project that need to be made before the review can be completed and lor requesting submittal of
additional documentation and/or resubmittal of existing documentation.
What statuses should be used:
Reviewed -I have reviewed the project and have no comments,
Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations,
Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added
corrections in Corrections.
8 -d, () -0<015
Signature of Director or Authorized Representative Date
Denis Law f ____ M:ay:or_-........ ".. ... r 0 l
August 18, 2015
Joseph Farah
City of Renton, Surface Water Utility
1055 S Grady Way
Seattle, WA 98057
.J. __ ....-.ttl f \
Community & Economic Development Department
C.E. "Chip"Vincent, Administrator
Subject: Notice of Complete Application
Burnett Ave N Storm System Improvements, LUA15-000607, ECF
Dear Mr. Farah:
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
September 14, 2015. 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,
Kris Sorensen
Associate Planner
ee: City of Renton I Owner{,)
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonw •. gov
NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF
NON-SIGNIFICANCE-MITIGATED (DNS-M)
A Master Application has been filed and accepted with the Department of Community & Economic Development
(CEO) -Planning Division of the City of Renton. The following briefly describes the application and the necessary
Public Approvals.
DATE OF NOTICE OF APPUCATIDN: August IS, 2015
LAND USE NUMBER: LUA1S-000607, ECF
PROJECT NAME: Burnett Ave N. Storm System Improvements
PROJECT DESCRIPTION: The applicant, the City of Renton, is requesting Environmental (SEPAl Review to
replace and extend below ground stormwater system lines and catch basins. The project vicinity is located along N 30th
5t between Burnett Ave N and Park Ave and along Burnett Ave N between N 30th St and N 32nd St within the
Residential-8 zone designation. The project would increase the capacity of the storm water drain~ge system and reduce
flooding at the local sag point on N 30th St near 1104 N 30th St by conveying runoff that would otherwise drain to an
undersized and difficult to maintain drainage system. Surrounding properties are single~family residences. The existing
line is approximately 180 linear feet in N 30th St. The replacement and new 12 to 18~inch diameter pipe would be
approximately 1,500 linear feet, covers a 13.5-acre drainage area and would connect with the existing storm system at
the intersection of N 32nd St and Burnett Ave N. Discharge is to Lake Washington and the discharge location would not
change. During construction, the street parking area would be used for storing construction equipment and materials
and access to local driveways would be maintained, except when construction needs to cross or block a driveway. All
disturbed streets and sidewalks would be restored to existing improvements and parking. The new conveyance system
would be in the public right-of-way in a trench approximately 5 feet wide and 4 to 9 feet deep. Approximately 1,500
cubic yards of soil is to be excavated. Backfill would be brought to the site. The slope of the pipe ranges from 1 to 12
percent. There are no critical areas in the area except a small area of sensitive slopes in the street right-of-way at the
addresses 1003 and 1007 N 30th St. No trees would be impacted. A Geotechnical Report, Environmental Checklist, and
preliminary plan and profile were provided.
PROIECT LOCATION: City ROW in the following Streets:
N 30~ St (900-1100 Block)
Burnett Ave N (3000-3200Block)
OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has
determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as
permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a
DNS-M is likely to be issued. Comment periods for the project and the proposed DNS~M are integrated into a single
comment period. There will be no comment period following the issuance of the Threshold Determination of Non-
5ignificance~Mitigated (DNS~M). This may be the only opportunity to comment on the environmental impacts of the
proposal. A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE:
NOTICE OF COMPLETE APPLICATION:
APPUCANT/PRDJECT CONTACT PERSON:
Permits/Review Requested:
August 10, 2015
August 18, 2015
Joseph Farah/City of Rentonl Surface Water Utility/lOSS S Grady
VVav/Renton,VVA 98057/425-430-7205
Environmental (SEPA) Review
If you would like to be made a party of record to receive further information on this proposed project, complete this
form and return to: City of Renton, CEO -Planning Division, 1055 So. Grady Way, Renton, WA 98057.
Name/File No.: Burnett Ave N. Storm System Improvements/ LUA15-DOD607, ECF
NAME: __________________________________________________________________ ___
MAILING ADDRESS: _____________________________ City/State/Zip: ____________________ _
TELEPHONE NO.: __________________________ _
Other Permits which may IJe required:
Requested Studies:
Location where application may
be reviewed:
CONSISTENCY OVERVIEW;
Zoning/Land Use:
Environmental Documents that
Evaluate the Proposed Project:
Development Regulations
Used For Project Mitigation:
Proposed Mitigation Measures:
Building Permit, Construction Pe Fire Permit
Geotechnical Report
Department of Community & Economic Development (CEO) -Planning
Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA
98057
The subject site is designated Residential Medium Density on the City of Renton
Comprehensive land Use Map and R·8 on the City's Zoning Map,
Environmental (SEPAl Checklist
The project will be subject to the City's SEPA ordinance, RMC 4-3-050 Critical
Areas; RMC 4-6-030 Surface Water and other applicable codes and regulations
as appropriate.
The following Mitigation Measures will likely be imposed on the proposed
project. These recommended Mitigation Measures address project impacts not
covered by existing codes and regulations as cited above.
• Follow Geotechnical Report Recommendations
Comments on the above application must be submitted in writing to Kris Sorensen, Associate Planner, CEO -Planning
Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on September I, 2015. If you have questions about
this proposal, or wish to be made a party of record and receive additional notification by mail. contact the Project
Manager, Anyone who submits written comments will automatically become a party of record and will be notified of any
decision on this project. A copy of the subsequent threshold determination is available upon request.
CONTACT PERSON: Kris Sorensen, Associate Planner; Tel: (425) 430-6593; Eml:
ksorensen@rentonwa.gov
I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I
DEPARTMENT OF COMI mv
AND ECONOMIC DEVELOPMENT
--r" City of , -----......--J{£;J1I() J1
Planning Division
LAND USE PERMIT MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: City of Renton PROJECT OR DEVELOPMENT NAME: N 30th St and
Burnett Avenue N Storm System Improvements
ADDRESS: 1055 South Grady Way
PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
City ROW in the following streets:
-N 30th St (900-1100 Block)
CITY: Renton, WA ZIP: 98057 -Burnett Ave N (3000-3200 Block)
TELEPHONE NUMBER: 425-430-6400 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
City ROW
APPLICANT (if other than owner)
NAME: City of Renton Surface Water Utility EXISTING LAND USE(S):
Attn: Joseph Farah Single Family Residences
COMPANY (if applicable):
PROPOSED LAND USE(S):
No Change
ADDRESS: 1055 South Grady Way
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Residential -Single Family
CITY: Renton, WA ZIP: 98057
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable)
NA
TELEPHONE NUMBER: 425-430-7205 EXISTING ZONING:
R-8
CONTACT PERSON PROPOSED ZONING (if applicable):
NA
NAME: Same as Applicant SITE AREA (in square feet): Approx 16,200 SF (Approx
12-ft wide trench patch over 1350 LF)
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
COMPANY (if applicable): DEDICATED:
NA
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
ADDRESS: NA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: ZIP: ACRE (if applicable)
NA
TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable)
None
NUMBER OF NEW DWELLlNG'UN1TS (if applicable):
None
Alel .. ",-
1 'vu , 1-;
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3716 N 30th St-Burnett\1194-SEPA\3 N 30th Master App.docxRev: 021:
PROJ~ INFORMATION (continue ~~~~~~~~~~~~~~~~~-,
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $550,000 (approx.)
NA
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): None
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA o AQUIFIER PROTECTION AREA ONE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o AQUIFIER PROTECTION AREA TWO
BUILDINGS (if applicable): None
o FLOOD HAZARD AREA ~~_sq.ft.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA o GEOLOGIC HAZARD ~~_sq.ft.
NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if o HABITAT CONSERVATION _~_sq.ft.
applicable): NA
o SHORELINE STREAMS & LAKES _~_sq.ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BYTHE NEW
PROJECT (if applicable): NA o WETLANDS sq. ft.
-,-
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE SW QUARTER OF SECTION -R.., TOWNSHIP 24N , RANGE _5E_, IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) Joseph Farah, 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 _X_ 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:
2
H;\File Sys\SwP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3716 N 30th St-Burnett\1194 SEPA\3 N 30th Master App.docxRev; 02/:
•
~
f
y
i
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
' .. . -. :
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
Planning Division
1055 South Grady Way-Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
LAND USE PERMIT SUBMITTAL REQUIREMENTS:
Arborist Report.
Biological Assessment.
Calculations 1
Colored Maps for Display.
Construction Mitigation 2AN04
Deed of Right-of-Way Dedication 1
Density Worksheet.
Drainage Control Plan 2
Drainage Report,
Elevations, Architectural3AND4
Environmental'Checklist.
Existing Covenants (Recorded Copy) lAND.
Existing Easements (Recorded Copy) lAND.
Flood Hazard Data,
Floor Plans lAND 4
Geotechnical Report "ND'
Grading Elevations & Plan, Conceptual 2
Grading Elevations & Plan, Detailed 2
Habitat Data Report 4
Improvement Deferral,
Irrigation Plan.
WAIVED
BY:
/LS
VfIy •
MODIFIED
BY:
COMMENTS:
r
J
DATE: _:tyl'-=l.:....JlJ+I.J,o<I5~ __ _ I ,
1
H: \C E D\Data\Forms-T emplates\5elf -H elp Handouts \Plan ni ng\ Waiversubm ittal reqs.docx
'I
Rev: 02/2015
MIG 1 0 1015
!;'>,""] # 'or' I . ,
•
LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY:
King County Assessor's Map Indicating Site.
Landscape Plan, Conceptual. KS
landscape Plan, Detailed.
legal Description.
letter of Understanding of Geological Risk.
Map of Existing Site Conditions.
Master Application Form.
Monument Cards (one per monument) 1
Neighborhood Detail Map.
Overall Plat Plan.
Parking, Lot Coverage & Landscaping Analysis.
Plan Reductions (PMTs) •
Post Office Approval 2
Plat Name Reservation.
Plat Plan 4
Preapplication Meeting Summary. tc;
Public Works Approval Letter 2
Rehabilitation Plan.
Screening Detail •
Shoreline Tracking Worksheet.
Site Plan 2AND4
Stream or Lake Study, Standard.
1---r-S
Stream or Lake Study, Supplemental.
Stream or Lake Mitigation Plan.
Street Profiles 2
Title Report or Plat Certificate 1 AND.
Topography Map 3
Traffic Study 2 rov
Tree Cutting/land Clearing Plan. t::..'S
Urban Design Regulations Analysis. /C-7
Utilities Plan, Generalized 2
Wetlands Mitigation Plan, Final.
Wetlands Mitigation Plan, Preliminary •
2
H:\CEO\Oata\Fof'ms~ Templates \Self-Help Handouts\Planni ng\ Waiversubm ittalreqs.doOt Rev: 02/2015
LAND USE PERMIT SUBMITTAL REQUIREMENTS:
--
Wetlands Report/Delineation,
Wireless:
Applicant Agreement Statement 2 AND'
Inventory of Existing Sites 2 AND.3
lease Agreement, Draft lAND.3
Map of Existing Site Conditions ZAND3
Map of View Area 2AND]
Photosimulations lAND3
This Requirement may be waived by:
1. Property Services
2 Development Engineering Plan Review
3 Building
4 Planning
WAIVED MODIFIED
BY: BY:
ts
3
H :\CE D\Data \Forms-T e mplates\Self·Hel p Hand outs\Plan n i ng\ Waiversubmittalreqs. dOD:
COMMENTS:
Rev: 02/2015
PROJECT NARRATIVE
N 30th St I Burnett AVE N STORM SYSTEM IMPROVEMENT PROJECT
This project consists of adding a new storm system along N 30 th St and Burnett Ave N in the City right-of-way.
This system would reduce flooding at the local sag point on N 30 th St near 1104 N 30 th St by conveying runoff
that would otherwise drain to an undersized and hard to maintain drainage system that extends north
through private properties. The purpose of the project is to alleviate the flooding has occurred at the sag pOint
and on adjacent properties during significant storm events the last 10 years.
Approximately 180 linear feet of existing storm pipes will be replaced and 1150 linear feet of new storm pipes
will be added. The exact pipe sizes and locations will be determined in the final design. New catch basins will
be placed at various locations along N 30th St and Burnett Ave N.
Construction will primarily be in asphalt covered streets in the City right-of-way.
Along N 30th St, the proposed pipe is generally located along the gutter and as such construction will largely
take place in the sidewalk on the north side. The new storm system will be placed in a trench approximately 5
feet wide and 4-to 9-feet deep. Approximately 1,500 cubic yards of soil may be excavated to install the new
storm system. Backfill soil will be hauled in from licensed gravel pits. All disturbed asphalt areas will be
patched with new asphalt. The disturbed sidewalk on N 30 th St will be restored in kind .. The estimate
construction cost is approximately $550,000.
Construction will start at the intersection of N 32 nd St and Burnett Ave N and will proceed south to the
intersection of N 30th St and Burnett Ave N, and then east till the local sag point on N 30 th St near 1104 N 30 th
St. During construction, parking on each block will be restricted, and the block will be limited to local access
only. The contactor will use the parking strip or shoulder to store construction material and equipment.
Access to local driveways will be maintained, except when construction needs to cross or block a driveway.
After construction is completed all streets will be restored to existing access and parking.
The project will consist of trenching in asphalt covered streets (and along sidewalk gutter for half of the
project) so erosion is not likely to occur. Typical erosion control measures such as storm grate inlet protection
and covering any exposed soil stockpiles, as specified in the King County Surface Water Design Manual, will be
used.
The soils in the area are classified by the National Resources Conservation Service as InC (Indianola Loamy Fine)
in the King County, Washington Soil Survey. The typical profile of this soil is loamy fine sand, and sand at larger
depths.
There is no land use permit required for this project. The zoning designation is City right-of-way but the adjacent
area is zoned single family residential.
There are no wetlands, water bodies, steep slopes or other hazard areas within the project extents. There are
also no trees to be removed or impacted (and as such no landscape plan is needed). The existing topography
consists of rolling to flat slopes. Exiting contours lines are shown on the site plan.
AUG 1028'S
CONSTRUCTION MITIGATION DESCRIPTION
N 30th St I Burnett AVE N STORM SYSTEM IMPROVEMENT PROJEC
Proposed Construction Dates:
Approximately March 2016 through July 2016.
Hours of Operation: Monday through Friday between 7:00 AM and 5:00 PM
Proposed Hauling/Transportation Routes:
The project area is served by N 30 th St, N 31 st St, N 32 nd St, Park Ave N and Burnett Ave N. The
contract will most likely use N 30 th 5t and Burnett Ave N for access to construction area. The
contractor may access the project area from 1·405 or Lake Washington Blvd N. Truck hauling on
arterial streets will be limited to the hours of 8:30 AM to 3:00 PM, Monday through Friday.
Work on weekends will only occur with approval from the City.
The contractor will be required to file a Traffic Control Plan with the City to identify hauling
routes and traffic control measures for the construction area.
Erosion control measures such as storm drain inlet protection per the King County Surface
Water Manual will be used. Any soil stockpiles not in use will be covered with plastic sheets
during rainy periods. Stockpiles and the working area may be watered to reduce dust
generation, if needed. All construction equipment will be required to have muffler and exhaust
systems in good working order.
N 33rd PI I--
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~~ J I I I I I I I [ I I I [ I I I I I I :
N 33rd st ~~nr~nllI~TT~~~~ ~ z~
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~ ~~
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~I~~~~~~~~LU~~ ~ N 32nd st
,=il III I I I 11111I1I1111 I I:
~llllllill I II 111I1 1111111
Ir-1 N 31st st
1 I ,I lL 1 ,I ~: Ir Project ocatlon
1
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~--------------------~ N 30th St
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~ N 29th PI
: 1[1 11[111111111111 [111-----1
FiB~ 1111 [[111[[[1[11 [[ 1111.----1
~ N 28th PI
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-------200 100 0 200 400
1 "=200' Neighborhood Detail Map
Scale Feet
AUG 1 0 701'i
DEPARTMENT OF COl UNITY
AND ECONOMIC DEVELOPMENT
ENVIRONMENTAL CHECKLIST
Planning Division
1055 South Grady Way-Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
PURPOSE OF CHECKLIST:
Governmental agencies use this checklist to help determine whether the environmental
impacts of your proposal are significant. This information is also helpful to determine if
available avoidance, minimization or compensatory mitigation measures will address the
probable significant impacts or if an environmental impact statement will be prepared to
further analyze the proposal.
INSTRUCTIONS FOR APPLICANTS: I!:@Ql
This environmental checklist asks you to describe some basic information about your proposal.
Please answer each question accurately and carefully, to the best of your knowledge. You may
need to consult with an agency specialist or private consultant for some questions. You may
use "not applicable" or "does not apply" only when you can explain why it does not apply and
not when the answer is unknown. You may also attach or incorporate by reference additional
studies reports. Complete and accurate answers to these questions often avoid delays with the
SEPA process as well as later in the decision-making process.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a
period oftime 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.
INSTRUCTIONS FOR LEAD AGENCIES:
Additional information may be necessary to evaluate the existing environment, all interrelated
aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first
but not necessarily the only source of information needed to make an adequate threshold
determination. Once a threshold determination is made, the lead agency is responsible for the
completeness and accuracy ofthe checklist and other supporting documents.
1
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30th EC.docx Rev: 02/2015
•
USE OF CHECKLIST FOR NONPROJECT PROPOSALS: U:!!lli!l
For non project proposals (such as ordinances, regulations, plans and programs), complete the
applicable parts of sections A and B even though questions may be answered "does not apply".
In addition the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D).
Please completely answer all questions that apply and note that the words "project",
"applicant", and "property or site" should be read as "proposal", "proponent", and "affected
geographic area" respectively. The lead agency may exclude (for non-projects) questions in Part
B -Environmental Elements -that do not contribute meaningfully to the analysis of the
proposal. For help go to: http://www.ecy.wa.gov(programs(sea(sepa(e-review.html
A. BACKGROUND U:!!lli!l
1. Name of proposed project, if applicable: U:!!lli!l
N 30th St and Burnett Ave N Storm System Improvement Project
2. Name of applicant: U:!!lli!l
City of Renton, Surface Water Utility,
Joseph Farah, P.E., Civil Engineer
3. Address and phone number of applicant and contact person: U:!!lli!l
City of Renton Surface Water Utility
Attn: Joseph Farah
1055 South Grady Way
Renton, WA 98057 425-430-7293
4. Date checklist prepared: U:!!lli!l
July 2015
5. Agency requesting checklist: U:!!lli!l
City of Renton, Development Services Division
6. Proposed timing or schedule (including phasing, if applicable): U:!!lli!l
Start Construction March 2016
Complete Construction July 2016
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7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain. I!:!gjill
No
8. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal. I!:!gjill
Geotechnical Report
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. I!:!gjill
None known
10. List any government approvals or permits that will be needed for your proposal, if known.
I!:!gjill
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. There are several questions later in this checklist that ask you to
describe certain aspects of your proposal. You do not need to repeat those answers on this
page. (Lead agencies may modify this form to include additional specific information on
project description.) I!:!gjill
This project consists of adding a new storm system along N 30 th St and Burnett Ave N in
the City right-of-way. This system would reduce flooding at the local sag point on N 30 th St
near 1104 N 30 th St by conveying runoff that would otherwise drain to an undersized and
hard to maintain drainage system that extends north through private properties. Local
flooding has occurred at the sag point and adjacent properties numerous times during the
last 10 years.
Approximately 180 linear feet of existing storm pipes will be replaced and 1150 linear feet
of new storm pipes will be added. The exact pipe sizes and locations will be determined in
the final design. New catch basins will be placed at various locations along N 30 th 5t and
Burnett Ave N.
Construction will primarily be in asphalt covered streets in the City right-of-way.
Along N 30 th St, the proposed pipe is generally located along the gutter and as such
construction will largely take place in the sidewalk on the north side. The new storm
system will be placed in a trench approximately 5 feet wide and 4-to 9-feet deep.
Approximately 1,500 cubic yards of soil may be excavated to install the new storm
system. Backfill soil will be hauled in from licensed gravel pits. All disturbed asphalt
areas will be patched with new asphalt. The disturbed sidewalk on N 30 th St will be
restored in kind.
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Construction will start at the intersection of N 32 nd St and Burnett Ave N and will proceed
south to the intersection of N 30 th St and Burnett Ave N, and then east till the local sag
point on N 30 th St near 1104 N 30 th St. A traffic control plan will be prepared by the
contractor for approval by the City that will restrict parking and may limit access to
construction areas. The contactor will use the parking strip or shoulder to store
construction material and equipment. Access to local driveways will be maintained,
except when construction needs to cross or block a driveway. After construction is
completed all streets will be restored to existing access and parking.
12. location of the proposal. Give sufficient information for a person to understand the precise
location of your proposed project, including a street address, if any, and section, township,
and range, if known. If a proposal would occur over a range of area, provide the range or
boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic
map, if reasonably available. While you should submit any plans required by the agency, you
are not required to duplicate maps or detailed plans submitted with any permit applications
related to this checklist.l!JmQ}
The downstream end of the proposed storm pipe is located at the intersection of Burnett
Ave Nand N 32 nd St. The proposed pipe then extends south along Burnett Ave N and then
east along N 30 th St. The proposed pipe connects to the existing storm system near 1104 N
30 th St, Renton, WA 98056.
The Project Site is the SW Quarter of Section 32, Township 24N, Range 5E.
B. ENVIRONMENTAL ELEMENTS l!JmQ}
1. EARTH
a. General description ofthe site l!JmQ}
(check or circle one):
Flat, ~
rolling, ~
hilly,
steep slopes,
mountainous,
other __________ __
b. What is the steepest slope on the site (approximate percent slope)? l!JQ!Ql
Approximately 12 percent on N 30th Street.
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c. What general types of soils are found on the site (for example, clay, sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify them and note any
agricultural land of long-term commercial significance and whether the proposal results in
removing any of these soils. Illillill
The soils in the area are classified by the National Resources Conservation Service
as InC (Indianola Loamy Fine) in the King County, Washington Soil Survey. The
typical profile of this soil is loamy fine sand, and sand at larger depths.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe. Illillill
None known
e. Describe the purpose, type, total area, and approximate quantities and total affected area
of any filling, excavation, and grading proposed. Indicate source of fill. Illillill
The new storm system will be placed in a trench approximately 5-feet wide and 4-to 9-
feet deep. Bedding Gravel will be used around the new storm water pipe and Imported
Backfill or Bank Run Gravel will be used for backfill above the pipe. All backfill material
will be obtained from a local gravel pit. Approximately 1,500 cubic yards of backfill
material could be used. The ground surface will be restored to the existing grade after
construction is finished.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Illillill
The project will consist of trenching in asphalt covered streets (and along sidewalk
gutter for half of the project) so erosion is not likely to occur. Typical erosion control
measures identified in 1. h. (below) will be used to mitigate potential impacts.
g. About what percent ofthe site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)? Illillill
100% of the project area consists of asphalt roadways and concrete sidewalks and is as
such by nature impervious. Trenches on Burnett Ave N will be restored with asphalt
pavement. Trenches on N 30 th St will require the restoration of the street with asphalt
pavement and the restoration of the sidewalk on the north side of the street with
concrete. Construction will not change the amount of the impervious surface in the
project area.
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h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
~
Typical erosion control measures such as storm grate inlet protection and covering any
exposed soil stockpiles, as specified in the King County Surface Water Design Manual,
will be used.
2. AIR
a. What types of emissions to the air would result from the proposal during constructionL
operation, and maintenance when the project is completed? If any, generally describe and
give approximate quantities if known. ~
During construction, exhaust from construction equipment and dust from the trench
excavation and backfilling will be emitted. There would be no emissions upon the
completion of the project.
b. Are there any off-site sources of emissions or odor that may affect your proposal? If so,
generally describe. ~
No
c. Proposed measures to reduce or control emissions or other impacts to air, if any: ~
Construction equipment will have mufflers and exhaust systems in good operating
condition. Stockpiles and working area may be watered to reduce dust generation, if
needed.
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. ~
There is no surface water body in the immediate vicinity 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. ~
N/A
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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 ofthe site that would be
affected. Indicate the source of fill material. [bgJQ}
None
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known. [bgJQ}
No
5) Does the proposal lie within a lOO-year floodplain? If so, note location on the site
plan. [bgJQ}
No
6) Does the proposal involve any discharges of waste materials to surface waters? If 50,
describe the type of waste and anticipated volume of discharge. [bgJQ}
No
b. Ground Water:
1) Will groundwater be withdrawn from a well for drinking water or other purposes? If
so, give a general description ofthe well, proposed uses and approximate quantities
withdrawn from the well. Will water be discharged to groundwater? Give general
description, purpose, and approximate quantities if known. [bgJQ}
None is expected. If ground water is encountered during excavation the
contractor will dewater the excavation as needed and will pump the water to the
nearest storm manhole, provided that the groundwater is not turbid. If needed, a
temporary sediment trap, tank, or filter fabric barrier will be used to filter any
muddy water before discharge.
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 ofthe 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. [bgJQ}
None
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c. Water runoff (including stormwater):
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. I!:!lllill
Storm water runoff to the project is generated from the residential and
commercial areas east the project area. Storm water runoff is collected by catch
basins in the streets and is conveyed to the west, along N 30th St, by the existing
12-inch storm water pipes. The drainage area to the new storm pipe on N 30 th St is
approximately 13.5 acres. Runoff from this area wi" be collected in the proposed
storm system on N 30th St. The drainage area at the connection point to the
existing system at the intersection of N 32nd St and Burnett Ave N is approximately
40 acres. The estimated peak flows at the downstream end of the project area at
the intersection of N 32 nd St and Burnett Ave N ranges is approximately 20 CFS for
the 2S-year, 24-hour storm event.
From the N 32nd St/Burnett Ave N intersection, storm water runoff is conveyed by
a pipe that extends north along Burnett Ave N and then west. This storm crosses
under Lake Washington Blvd and discharges to Lake Washington. The project will
not change the amount of storm water collected or the discharge location.
2) Could waste materials enter ground or surface waters? If so, generally describe. I!:!lllill
The use of typical erosion control measures per the 2009 KCSWOM during
construction will be used to prevent soil and sediment from entering the storm
water system.
3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the
site? If so, describe.
The proposed project reroutes runoff from one piped drainage system to another
and as such does not affect the drainage pattern within or in the vicinity of the
project.
d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage
pattern impacts, if any:
There are no such proposed measures. The project will not change the amount of
storm water collected. The project will increase the capacity of the storm water
drainage system, and reduce the potential for flooding.
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4. PLANTS Ib!lliil
a. Check the types of vegetation found on the site: Ib!lliil
-Xdeciduous tree: alder, maple, aspen, other
(numerous trees are located next to the street in the right-of-way)
-Xevergreen tree: fir, cedar, pine, other
(numerous trees are located next to the street in the right-of-way)
~ shrubs (Misc. shrubs in private properties next to the street in the right-of-way)
~ grass (Grass in private properties next to the street in the right-of-way)
__ pasture
__ crop or grain
__ orchards, vineyards or other permanent crops.
__ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
__ water plants: water lily, eelgrass, milfoil, other
__ other types of vegetation
b. What kind and amount of vegetation will be removed or altered? Ib!lliil
None
C. List threatened and endangered species known to be on or near the site.ll:@Q}
None known
d. Proposed landscaping, use of native plants, or other measures to preserve or
enhance vegetation on the site, if any: ll:@Q}
None
e. List all noxious weeds and invasive species known to be on or near the site.
None
5. ANIMALS
a. List any birds and other animals which have been observed on or near the site or
are known to be on or near the site. Examples include: ll:@Q}
Birds: hawk, heron, eagle, songbirds, other: Misc. common small birds
Mammals: deer, bear, elk, beaver, other:
Misc. small mammals such as mice, squirrels, dogs, cats.
Fish: bass, salmon, trout, herring, shellfish, other _....:N"'o"'n"'e"-_____ _
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (ClP)\27-3716 N 30th St-Burnett\1194 SEPA
b. list any threatened and endangered species known to be on or near the site. ~
None known
c. Is the site part of a migration route? If so, explain. Ib§Q}
No
d. Proposed measures to preserve or enhance wildlife, if any: ~
None proposed or needed
e. list any invasive animal species known to be on or near the site.
None known
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 needed for completed project
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: Ib§Q}
N/A
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 ofthis proposal?
If so, describe. Ib§Q}
With the exception of an accidental spill of fuel or oil from construction equipment,
there are no environmental health hazards associated with this project.
1) Describe any known or possible contamination at the site from present or past uses.
None known
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2) Describe existing hazardous chemicals/conditions that might affect project
development and design. This includes underground hazardous liquid and gas
transmission pipelines located within the project area and in the vicinity.
The proposed storm pipe will cross under several natural gas residential service
lines. The contractor will take measure to protect and temporarily support these gas
lines during construction in order to avoid a leak.
3) Describe any toxic or hazardous chemicals that might be stored, used, or produced
during the project's development or construction, or at any time during the
operating life ofthe project.
Oil or fuel for construction equipment may be used during construction.
4) Describe special emergency services that might be required.
Typical emergency services by the Fire Department in case of fire,
injury, or fuel spills.
5) Proposed measures to reduce or control environmental health hazards, if any:
Contractor will keep construction equipment in good operating condition.
Contractor will cleanup any oil or fuel leaks and spills, and will repair equipment
responsibly.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)? Illiill1l
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. Illiill1l
Short-term: Noise from construction equipment may occur between the hours of 7
AM to 5 PM, Monday through Friday.
3) Proposed measures to reduce or control noise impacts, if any: Illiill1l
Construction equipment will have mufflers and exhaust systems in good operating
condition.
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8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties? Will the proposal affect
current land uses on nearby or adjacent properties? If so, describe. ~
The project site consists of asphalt streets and concrete sidewalks in the right of way.
The adjacent properties are single family residences. The proposed project will not
affect current land uses.
b. Has the project site been used as working farmlands or working forest lands? If so,
describe. How much agricultural or forest land of long-term commercial significance will
be converted to other uses as a result of the proposal, if any? If resource lands have not
been deSignated, how many acres in farmland or forest land tax status will be converted
to nonfarm or non-forest use? ~
No the site has not been used as farmlands.
1) Will the proposal affect or be affected by surrounding working farm or forest land
normal business operations, such as oversize equipment access, the application of
pesticides, tilling, and harvesting? If so, how:
No
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? ~
City right-of-way. Surrounding area is Residential Single Family.
f. What is the current comprehensive plan designation of the site? ~
City right-of-way
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g. If applicable, what is the current shoreline master program designation of the site? [b§!QJ
Not Applicable
h. Has any part of the site been classified as a critical area by the city or county? If so,
specify. [!]gjQ}
No
i. Approximately how many people would reside or work in the completed project? [b§!QJ
None
j. Approximately how many people would the completed project displace? Ib§Q}
None
k. Proposed measures to avoid or reduce displacement impacts, if any: [!]gjQ}
Not Applicable
I. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any: [!]gjQ}
Not Applicable
m. Proposed measures to ensure the proposal is compatible with nearby agricultural and
forest lands of long-term commercial significance, if any:
Not Applicable
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high, middle,
or low-income housing. [!]gjQ}
None
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b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing.lI::@Ql
Not Applicable
c. Proposed measures to reduce or control housing impacts, if any: lI::@Ql
Not Applicable
10. AESTHETICS
a. What is the tallest height of any proposed structure(s), not including antennas; what is the
principal exterior building material(s) proposed? lI::@Ql
Not Applicable
b. What views in the immediate vicinity would be altered or obstructed? lI::@Ql
None
c. Proposed measures to reduce or control aesthetic impacts, if any: lI::@Ql
Not Applicable
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly
occu r? lI::@Ql
None
b. Could light or glare from the finished project be a safety hazard or interfere with views?
lI::@Ql
No
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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?
~
Not Applicable
b. Would the proposed project displace any existing recreational uses? If so, describe. ~
None
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any: ~
Not Applicable
13. HISTORIC AND CULTURAL PRESERVATION
a. Are there any buildings, structures, or sites, located on or near the site that are over 45
years old listed in or eligible for listing in national, state, or local preservation registers
located on or near the site? If so, specifically describe. ~
No
b. Are there any landmarks, features, or other evidence of Indian or historic use or
occupation? This may include human burials or old cemeteries. Is there any material
evidence, artifacts, or areas of cultural importance on or near the site? Please list any
professional studies conducted at the site to identify such resources. ~
None known
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c. Describe the methods used to assess the potential impacts to cultural and historic
resources on or near the project site. Examples include consultation with tribes and the
department of archeology and historic preservation, archaeological surveys, historic
maps, GIS data, etc. Itlg!Q}
Not Applicable
d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and
disturbance to resources. Please include plans for the above and any permits that may be
required.
Not Applicable
14. TRANSPORTATION
a. Identify public streets and highways serving the site or affected geographic area and
describe proposed access to the existing street system. Show on site plans, if any. Itlg!Q}
The project area is served by N 30th St, N 31't St, N 32nd St, Park Ave N and Burnett Ave
N. The contract will most likely use N 30th St and Burnett Ave N for access to
construction site, but may use Park Ave N, N 31't and N 32nd when working at the
downstream end of the project. The contractor may access the project area from 1-405
or Lake Washington Blvd N.
A traffic control plan will be prepared by the contractor for approval by the City that
will restrict parking and may limit access to construction areas. The contact or will use
the parking strip to store construction material and equipment. Access to local
driveways will be maintained, except when construction needs to cross or block a
driveway. After construction is completed all streets will be restored to existing
access and parking.
b. Is the site or affected geographic area currently served by public transit? If so, generally
describe. If not, what is the approximate distance to the nearest transit stop? Itlg!Q}
The site is not served by public transit. The nearest transit stop is at the 1-405 N 30th St
ramp, approximately 1200 feet from the upstream end of the project site on N 30'" St.
c. How many additional parking spaces would the completed project or non-project
proposal have? How many would the project or proposal eliminate? Itlg!Q}
During construction on street parking will be restricted and the contactor will use the
parking strip to store construction material and equipment. On street parking will be
restored after construction.
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3716 N 30th St-Burnett\1194 SEPA
d. Will the proposal require any new or improvements to existing roads, streets, pedestrian,
bicycle or state transportation facilities, not including driveways? If so, generally describe
(indicate whether public or private). Ib!ill1l
The public streets will be patched with new asphalt after construction. There will be
no changes to the size or layout of the existing streets.
e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe. {h§Ql
No
f. How many vehicular trips per day would be generated by the completed project or
proposal? If known, indicate when peak volumes would occur and what percentage of the
volume would be trucks (such as commercial and non-passenger vehicles). What data or
transportation models were used to make these estimates? Ib!ill1l
None
g. Will the proposal interfere with, affect or be affected by the movement of agricultural and
forest products on roads or streets in the area? If so, generally describe.
No
h. Proposed measures to reduce or control transportation impacts, if any: Ib!ill1l
The contractor will file a Traffic Control Plan with the City to identify hauling routes
and traffic control measures for the construction area. Access to local driveways will
be maintained, except when construction needs to cross or block a driveway. The
contractor will be required to limit blocking driveways to one day or less, and will be
required to provide a minimum of 24-hour notice prior working in driveway areas. The
contractor will also be required to maintain at least one open lane for traffic at all
times on N 30th St and Burnett Ave N.
There are no long-term transportation impacts from the project.
15. PUBLIC SERVICES
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (ClP)\27-3716 N 30th St-Burnett\1194 SEPA
a. Would the project result in an increased need for public services (for example: fire
protection, police protection, public transit, health care, schools, other)? If so, generally
describe. £llillill
No. By reducing the potential for flooding, responses by City forces to flooding
problems will decrease.
b. Proposed measures to reduce or control direct impacts on public services, if any.lllitl!ll
Not Applicable
16. UTIlITIES
a. Check or circle utilities currently available at the site:lllitl!ll
X electricity,
X natural gas,
X water,
refuse service,
X telephone,
X sanitary sewer,
septic system,
other ____________________________ _
b. Describe the utilities that are proposed for the project, the utility providing the service,
and the general construction activities on the site or in the immediate vicinity which might
be needed. £llillill
No utilities other than the proposed storm pipe will be installed in the project site. See
the project proposal in Section A.ll.
C. SIGNATURE £llillill
The above answers are true and complete to the best of my knowledge. I understand that the
lead agency is relying on them to make its decision.
Proponent Signature: ____________________________________________ _
Name of Signee (printed): ___________________ _
Position and Agency/Organization: __________________ _
H:\File Sys\swp· Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3716 N 30th St-Burnett\1194 SEPA
Date Submitted: __________ _
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3716 N 30th St-Burnett\1194 SEPA
D. SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS I!:l§Q}
(These sheets should only be used for actions involving decisions on policies, plans and
programs. You do not need to fill out these sheets for project actions.)
Because these questions are very general, it may be helpful to read them in conjunction with
the list ofthe elements ofthe environment.
When answering these questions, be aware of the extent of the proposal, or the types of
activities likely to result from the proposal, would affect the item at a greater intensity or at a
faster rate than if the proposal were not implemented. Respond briefly and in general terms.
1. How would the proposal be likely to increase discharge to water; emissions to air;
production, storage, or release of toxic or hazardous substances; or production of noise?
Not Applicable
Proposed measures to avoid or reduce such increases are:
Not Applicable
2. How would the proposal be likely to affect plants, animals, fish, or marine life?
Not Applicable
Proposed measures to protect or conserve plants, animals, fish, or marine life are:
Not Applicable
3. How would the proposal be likely to deplete energy or natural resources?
Not Applicable
Proposed measures to protect or conserve energy and natural resources are:
Not Applicable
H:\File Sys\SWP· Surface Water Projects\SWP·27· Surface Water Projects (CIPj\27·3716 N 30th St·Burnett\1194 SEPA
4. How would the proposal be likely to use or affect environmentally sensitive areas or areas
designated (or eligible or under study) for governmental protection; such as parks,
wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or
cultural sites, wetlands, floodplains, or prime farmlands?
Not Applicable
Proposed measures to protect such resources or to avoid or reduce impacts are:
Not Applicable
5. How would the proposal be likely to affect land and shoreline use, including whether it
would allow or encourage land or shoreline uses incompatible with existing plans?
Not Applicable
Proposed measures to avoid or reduce shoreline and land use impacts are:
Not Applicable
6. How would the proposal be likely to increase demands on transportation or public
services and utilities?
Not Applicable
Proposed measures to reduce or respond to such demand(s) are:
Not Applicable
7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or
requirements for the protection of the environment.
Not Applicable
H:\File Sys\swP -Surface Water Projects\SWP-27 -Surface Water Projects (ClP)\27-3716 N 30th St-Burnett\1194 SEPA
• N 30TH STREET AND BURNETT AVE N
STORMWATER SYSTEM IMPROVEMENT PROJECT
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ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGKT
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2. STATIONS AND RIM ELEVATIONS PROVIDED ARE AT THE
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j SEE OWG 1111 FOR TYPICAL TRENCH CROSS SECTION
4. REMOVAL OF EXISTING PAVEMENT, CURB, GUTTER, SIDEWALK,
ABANDONED WATER LINE AND EXISTING STORM PIPES ARE
PAJD FOR BY "REMOVAL OF STRUCTURES AND
OBSTRUCTIONS·,
CONSTRUCTION NOTES
ill CONNECT NEW la-INCH so TO EXISTING STRUCTURE.
ill 12" DI WATER LINE DEPTH IS BASED ON DEPm OF
NEARBY VALVE NLIT. PROTECT ANO TEMPORARILY SUPPORT
DURING CONSTRUCTION. REPORT TO CITY ENGINEER IF mE
DEPTH OF THE 12' 01 WATER LINE IS LOWER THAN
SHOWN,
ill NOTE CLEARANCE OF 1.5 FEET ± WITH THE SS
CONTRACTOR TO EXPOSE EX 8" CONG SS TO ITS
SPRING-LINE ACROSS THE WIDTH OF THE TRENCH. A CDF
PAD MINIMUM J~FT WIDE, CENTERED ON THE S' SS MAIN,
AND EXTENDING A NINI~UM OF 12 INCHES ABOVE THE
TOP OF THE PIPE SHALL BE PLACED AND CURED PRIOR
TO PLACING THE NEW 18" SO.
ill NOTE CLEARANCE OF 8 INCHES ± WITH THE SS
CONTRACTOR TO PLACE EJHAFOAM PAD BETWEEN NEW SO
AND EX 55.
p,L:!.] (: ,'::; ': ~
5 2.5 0 5 10
'"""5'
Scele Feet
20 10 0 20 40
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mE "".;g:,~:,~ ....... --AS NOTED !R CITY OF JOE FARAH {!fiJ JOE FARAH ""'"" RENTON
I ."0., ~~, I
'-!fI'" Planning.'Building.'Public Works Dcpl
Feet
~!X!2015 N 30th ST AND BURNETT AVE N
STORMWATER SYSTEM PROJECT
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GENERAL NOTES
1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTlGf-fT
JOINTS.
2 STATIONS AND RIM ELEVA1l0NS PROVIDED ARE AT THE
CENTER OF THE DRAINAGE STRUCTURE. SLOPES AND PIPE
LENGTHS ARE BASED ON THE DISTANCE BElWEEN CENTERS
OF STRUCTURES,
J. SEE DWG 6##1 FOR TYPICAL TRENCH CROSS SECTION
4. REMOVAL OF EXISTING PAVDdENT, CURB, GUTTER, SIDEWALK,
ABANDONED WATER LINE AND EXISTING STORM PIPES ARE
PAlO FOR BY "REMOVAL OF STRUCTURES AND
OBSTRUCTlONS-.
CONSTRUCTION NOTES
ill CONNECT EX 12" SD TO CB3 FROM TH[ SOUTH SIDE
PLUG 12" SO TO THE NORTH.
ill 12" 01 WATER LINE ASSUMED TO HAVE 4-FT OF COVER
BASED ON PROFlLE IN AS-BUILT DRAWING W-2180
PROTECT AND TEMPORARILY SUPPORT DURING
CONSTRUCTION. REPORT TO CITY ENGINEER IF DEPTH OF
12" 01 WATER LINE EXCEEDS THE DEPTH SHOWN
(]) REMOVE G" AC WATER LINE /JS NECESSARY TO CONSTRUCT
PROPOSED STORM IMPROVEMENTS. PLUG ENDS WITH
CONCRETE.
@ PROTECT AND TEMPORARILY SUPPORT PRIVATE UTlUTY
DURING CONSTRUCTION.
® REMOVE EX 12" CPEP AS NECESSARY TO CONSTRUCT
PROPOSED STORM IMPROVEMENTS. PLUG ENDS WITH
CONCRETE .
ill PLUG EXISTING 8" DI SO.
ill REMOVE EX CB AND REPLACE WITH NEW CB AS SHOWN
.'~,,:j (; 1 c>
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9+00 ~ L~:;_______ _ 9+50, '10+00 CBB -" = 10+50_. 11+00 ,'-...... 11+50 __ • _ 12+00 • -_ 12+~., ~_~'~:_ h_::~_~--_ ~'SD-'u~ 1SD-'---~~S~~~~S~~SO--~~~SO-:-:-SD~-"Sz' ~~~~~~-s ____ .--.. ','_,.,'--.,_ w. ~, C87 ~ Ii --_ l' 6 -8 -3 -, ~ 1 ' .' NEW 12" so ' -NEW lB' SD -NEW 12" SO
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SCALE: 1"=20'
,
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: _~~-----'--------------______ ~ _______ ::5 ~ ___ ~
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PARALLEL TO NEW SO
Vl // :
I
10+00 11+00 PROFILE 12+00 13+00
STA 9+20 TO TERMINUS
HORZ. SCALE: 1"=20'
VERT. SCALE: '"=5'
~
"" "JOE FAAAH
I>S NOTED ",,,=-,:::",,,,~", .. ,
NO. I
30% SUBMrTTAL \-;i7/21/2015 RS "w~OE FAAAH ~ ~ CITY OF
REVISION
1 ,,:.:::. 1
RENTON
~ DATE APPR _:ON S"J"RAKA ''''''''"''1'''' O</ti""""",..,,, Pianning.'Build,ngfPubl,c W (Irks Dept
RECOMMENDED
FOR APPROVAL
"
"
170
165
160
155
150
145
140
135
130
I GENERAL NOTES
1. ALL STORM DRAJNAGE PIPES SHAlL HAVE WATERTIGHT
JOINTS.
2. STATIONS AND RIM ELEVATIONS PROVIDED ARE AT THE
CENTER OF TIlE DRAINAGE STRUCTURE. SLOPES MID PIPE
lfNGn-iS ARE BASED ON THE DISTANCE BETWEEN CENTERS
OF STRUCTURES,
3. SEE OWG IHiD FOR lYPICAl TRENCH CROSS SECTION
4. REMOVAL OF EXISTING PAVEMENT, CURB, GUTTER, SIDEWALK,
ABANDONED WATER UNE AND EXISTING STORM CATCH BASINS
AND PIPES ARE PAlO FOR BY "REt.lOVAL OF STRUCTURES
AND OBSTRUCTlONS",
5. WHEN INSTAlliNG 12" SO BETWEEN C89 AND CBlD, ONE
lANE OF TRAFFIC SHALL BE OPEN AT ALL TIMES
CONSTRUCTION NOTES
<J) REMOYE EX CB AND REPLACE WITH NEW CB AS SHOWN.
ill REMOVE EX SO AND REPLACE WITH NEW SD AS SHOWN
@REMOVE ABANDONED 6" AC WATER LINE /JS NECESSARY TO
CONSTRUCT PROPOSED STORM IMPROVEMENTS. PLUG ENDS
WITH CONCRETE.
@PROTECT AND TEMPORARll,( SUPPORT PRIVATE UTIlllY
DURING CONSTRUCTION
ill CONNECT EX 12" CONC SO FROM THE EAST TO C810
® REMOVE APPROXIMATELY 15 IF OF EX 12" CMP SO IN
ORDER TO INSTALL CB7 AND NEW 18' SO. PLUG END
WITH CONCRETE.
ill PLUG EX 12" CONG SO EXTENDING NORTHEAST AND EX
12" CMP SO EXTENDING WEST AT EXISllNG C8.
® REMOVE EX 12" CONG AND INSTAll NEW 12" PPP FROM
EXISTING CB TO CBB Kj SHOWN IN PROFILE
,1\ lJ .'. r'~ '1:1
5 2.5 0 5 10
'"=5'
Scale Feet
2D 10 lU 40
'"",20'
Scale Feel
N 30th ST AND BURNED AVE N
STORMWATER SYSTEM PROJECT
X/X/2015
~
,
ru" :l5 --'C3 ,W
'" > 0 PLAN AND PROFILE SHEET 3 OF 3
nl"I' J"" I' 1"1 1 0 ""
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Existing Utilities Legend
--; ..
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~---.-~--
WATER UNE
STORM DRAIN
SEWER UNE
GAS UNE
POWER UNE
1EL.EPHONE UNE
CABlE TV UNE
FIBER OPTIC UNE
: ~ "':5'
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NEW '2~ SD NEW 18" so
I .'
-:--~-~~-~
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NEW lB" SO
NEW 12" SO
-c-}.:-<.,., =-. ~~. -,'. -.'-: -~-,~,,-":'~'" :'-",--.'~ ~ "':;r •• "~;;'
GENERALIZED UTILITIES PLAN
SCALE: 1"~40'
~~~20~~O~~~~4~O ____ ~BO 1~:;40' ;:=
Scale Feet
(,.-
" I ~ ~ ..
-." ~
May 14,2014
£i1"'<I" ass 0 cia ted
earth sciences
/'
Project No. KE140150A
PACE Engineers
11255 Kirkland Way, Suite 300
Kirkland, Washington 98033
Attention: Mr. Fred Williamson
Subject: Subsurface Exploration and
Geotechnical Engineering Report
N. 30~ I Burnett A venue N. Storm System
Renton, Washington
Dear Mr. Williamson:
We are pleased to present the enclosed copies of the above-referenced report. This report
summarizes the results of our subsurface exploration and geotechnical engineering studies and
offers geotechnical recommendations for the proposed project.
We have enjoyed working with you on this report and are confident that the recommendations
presented will aid in the successful completion of your project. If you should have any
questions or if we can be of additional help to you, please do not hesitate to call.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Associate Geotechnical Engineer
SS/ld
KEI40150A3
Projects\20 140 J501KE\ WP
Kirkland Office I 911 Fifth Avenue I Kirkland, WA 98033 P I 425.827.7701 F I 425.827.5424
Everett Office I 2911 1'2 Hewitt Avenue, Suite 2 I Everett, WA 98201 P I 425.259-0522 F I 425.252.3408
Tacoma Office I 1552 Commerce Street, Suite 102 I Tacoma, WA 98402 PI 253.722.2992 F I 253.722.2993
www.aesgeo.com
(jeotecnnica{ Tngineering
~ ... -,",I'.'~'.~ 1,
.,
-.
Water :Resources
Tnvironmenta{ .Jtssessments
ana :Remediation
Sustaina6£e Deve{oyment Services
(jeo{ogic .Jtssessments
Associated Earth Sciences, Inc.
Serving the Pacific Northwest Since 19B1
Subsurface Exploration and
Geotechnical Engineering Report
N. 30TH STREET I
BURNETT AVENUE N.
STORM SYSTEM
Renton, Washington
Prepared for
PACE Engineers
Project No. KE140150A
May 14, 2014
SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING REPORT
N. 30TH STREET / BURNETT AVENUE N.
STORM SYSTEM
Renton, Washington
Preparedfor:
PACE Engineers
11255 Kirkland Way, Suite 300
Kirkland, Washington 98033
Prepared by:
Associated Earth Sciences, Inc.
911 51h Avenue
Kirkland, Washington 98033
425-827-7701
Fax: 425-827-5424
May 14, 2014
Project No. KE140150A
N. 3(1" Street / Burnell Avenue N. Storm System
Renton, Washington
Subsulface Exploration and
Geotechnical Engineering Report
Table of Contents
TABLE OF CONTENTS
I. PROJECT AND SITE CONDITIONS ................................................................ 1
1.0 INTRODUCTION ................................................................................ 1
1.1 Purpose and Scope .......................................................................... 1
1.2 Authorization ................................................................................. 1
2.0 PROJECT AND SITE DESCRIPTION ....................................................... 2
3.0 SUBSURFACE EXPLORATION .............................................................. 2
3.1 Exploration Borings ......................................................................... 2
4.0 SUBSURFACE CONDITIONS ................................................................ 3
4.1 Stratigraphy .................................................................................. 3
Fill ............................................................................................. 3
Vashon Recessional Outwash ............................................................. 4
Vashon Lodgement Till .................................................................... 4
Vashon Advance Outwash ................................................................. 4
4.2 Laboratory Testing .......................................................................... 4
4.3 Geologic Mapping ........................................................................... 5
4.4 Hydrology .................................................................................... 5
II. DESIGN RECOMMENDATIONS ................................................................... 6
5.0 INTRODUCTION ................................................................................ 6
6.0 TRENCHING CONSIDERATIONS .......................................................... 6
6.1 Excavation .................................................................................... 6
6.2 Backfill... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
6.3 Pipe Bedding ................................................................................. 8
6.4 Pipe Sub grade. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 8
7.0 DRAINAGE CONSIDERATIONS ............................................................ 8
8.0 EROSION HAZARDS AND MITIGATIONS ............................................... 8
9.0 PROJECT DESIGN AND CONSTRUCTION MONITORING .......................... 9
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N. 3(fh Street / Burnett Avenue N. Storm System
Renton, Washington
SubsUijace Exploration and
Geotechnical Engineering Report
Table of Contents
TABLE OF CONTENTS (CONTINUED)
Figure I.
Figure 2.
Figure 3.
Appendix A.
Appendix B.
May 14, 2014
LIST OF FIGURES
Vicinity Map
Exploration Plan and Profile -Burnett A venue N
Exploration Plan and Profile -N 30th Street
Exploration Logs
Laboratory Data
LIST OF APPENDICES
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ASSOCIATED EARTH SCIENCES, INC.
Page ii
N. 3(f" Street / Burnell Avenue N, Storm System
Renton, Washington
SubsUljace Exploration and
Geotechnical Engineering Report
Project and Site Conditions
I. PROJECT AND SITE CONDITIONS
1,0 INTRODUCTION
This report presents the results of Associated Earth Sciences, Inc. 's (AESI's) subsurfaee
exploration and geotechnical engineering report for the proposed N. 30 th Street / Burnett
Avenue N. storm system replacement. The subject section of storm system is located along
N. 30'h Street between Burnett Avenue N. and Park Avenue and along Burnett Avenue N.
between N. 30 th Street and N. 32nd Street in Renton, Washington (Figure 1). The existing site
features and approximate locations of the explorations accomplished for this study are
presented on the "Exploration Plan and Profile," Figures 2 and 3. In the event that any
changes in the nature, design, or location of the project are planned, the conclusions and
recommendations contained in this report should be reviewed and modified, or verified, as
necessary.
I ,I Purpose and Scope
The purpose of this report was to provide subsurface data to be utilized in the design and
development of the aforementioned project. Our study included drilling three exploration
borings along the storm system alignment, and performing geologic studies to assess the type,
thickness, distribution, and physical properties of the subsurface sediments and ground water
conditions. Geotechnical engineering studies were also conducted to provide recommendations
for the proposed storm system replacement. This report summarizes our current fieldwork and
presents descriptions of the subsurface conditions found along the storm system alignment and
provides geotechnical recommendations based on our present understanding of the project.
1.2 Authorization
Written authorization to proceed with this study was granted by Mr. Fred Williamson. Our
study was accomplished in general accordance with our scope of work provided to PACE
Engineers via email on March 17,2014. This report has been prepared for the exclusive use
of PACE Engineers, the City of Renton, and their agents, for specific application to this
project. Within the limitations of scope, schedule, and budget, our services have been
performed in accordance with generally accepted geotechnical engineering and engineering
geology practices in effect in this area at the time our report was prepared. Our observations,
findings, and opinions are a means to identify and reduce the inherent risks to the owner. No
other warranty, express or implied, is made.
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N. 3(1" Street / Burnelt Avenue N. Storm System
Renton, Washington
2.0 PROJECT AND SITE DESCRIPTION
SubsU/jace Exploration and
Geotechnical Engineering Report
Project and Site Conditions
The project consists of the installation of a new storm system located along N. 30th Street
between Burnett Avenue N. and Park Avenue and along Burnett Avenue N. between N. 30th
Street and N. 32,d Street in Renton, Washington (Figure I). The surface elevation along
Burnett Avenue N. rises gradually north to south from elevation 102 feet to elevation 120 feet
between N. 30th Street and N. 32"' Street. Existing grade along N. 30'" Street rises to the east
from elevation 120 feet to elevation 170 feet along the alignment. The existing site features
and approximate locations of the explorations accomplished for this study are presented on the
"Exploration Plan and Profile," Figures 2 and 3. As shown on the "Exploration Plan and
Profile" (Figures 2 and 3), a total of nine manholes are located along the subject length of
storm system.
3.0 SUBSURFACE EXPLORATION
Our field study included drilling three exploration borings along the storm system alignment to
gain subsurface information about the site. The various types of sediments, as well as the
depths where characteristics of the sediments changed, are indicated on the exploration logs
presented in Appendix A. The depths indicated on the logs where conditions changed may
represent gradational variations between sediment types. The approximate locations of the
exploration borings are depicted on Figures 2 and 3.
The conclusions and recommendations presented in this report are based, in part, on the
conditions encountered in the exploration borings completed for this study. The number,
locations, and depths of the explorations were completed within site and budgetary constraints.
Because of the nature of exploratory work below ground, extrapolation of subsurface
conditions beyond the field explorations is necessary. Differing subsurface conditions may be
present outside of the area of the field explorations due to the potential for variability in the fill
materials used, the random nature of deposition of natural sediments, and the alteration of the
original topography by past grading and/or filling. The nature and extent of any variations
between the field explorations may not become fully evident until construction. If variations
are observed at that time, it may be necessary to re-evaluate specific recommendations in this
report and make appropriate changes.
3. 1 Exploration Borings
The exploration borings were completed by advancing a 3 lh-inch inside-diameter, hollow-stern
auger with a truck-mounted drill rig. During the drilling process, sampling was conducted at
depth intervals of approximately 5 feet. Subsurface conditions in the borings were
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N. 3(j' Street / Burnett Avenue N. Storm System
Remon, Washington
Subsurface Exploration and
Geotechnical Engineering Report
Proiec/ and Site Conditions
continuously observed and logged by an engineering geologist from our firm. The exploration
logs presented in Appendix A are based on the field logs, drilling action, and inspection of the
samples obtained.
Disturbed but representative samples were obtained by using the Standard Penetration Test
(SPT) procedure in accordance with American Society for Testing and Materials
(ASTM):D 1586. This test and sampling method consists of driving a standard, 2-inch
outside-diameter, split-barrel sampler a distance of 18 inches into the soil with a 140-pound
hammer free-falling a distance of 30 inches. During sampling, the number of blows for each
6-inch-depth interval is recorded and the number of blows required to drive the sampler over
the 6-to 18-inch penetration is known as the Standard Penetration Resistance ("N") or blow
count. If a total of 50 is recorded within one 6-inch interval, the blow count is recorded as the
number of blows for the corresponding inches of penetration. The resistance, or N-value,
provides a measure of the relative density of granular soils or the relative consistency of
cohesive soils; these values are plotted on the attached boring logs.
The samples obtained from the split-barrel sampler were classified in the field and
representative portions placed in watertight containers. The samples were then transported to
our laboratory for further visual classification and laboratory testing, as necessary.
4.0 SUBSURFACE CONDITIONS
Subsurface conditions at the project site were inferred from the exploration borings
accomplished for this study, our visual reconnaissance of the site, and review of applicable
geologic literature. As shown on the exploration logs, the exploration borings advanced within
the City's right-of-way generally encountered fill soils composed of very loose, granular
sediments underlain by natural sediments consisting of medium dense to very dense sand.
However, we expect that the subsurface conditions actually encountered along the aligmnent of
the planned storm system within the roadway could encounter compacted trench backfill
associated with several existing underground utilities. The following section presents more
detailed subsurface information organized from the youngest to the oldest sediment types.
4.1 Stratigraphy
Fill
Soil interpreted to be fill was encountered within only boring EB-l to a depth of about 4 feet.
The fill soil was comprised of very loose, fme sand with silt to silt with fine sand, and the
gradation is similar to that of the underlying natural sediments. As previously mentioned, we
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N. 30" Street / Burnett Avenue N. Storm System
Renton. Washington
Subsurface Exploration Qnd
Geotechnical Engineering Repon
Project Qnd Site Conditions
anticipate that native or imported trench backfill soils may be encountered within the roadway
where the new storm system is planned.
Vashon Recessional Outwash
Sediments encountered below the fill in boring EB-l and near the ground surface in EB-2 and
EB-3 generally consisted of loose to medium dense, very moist to wet, brown fine sand with
minor quantities of silt. We interpret these sediments to be representative of the Vashon
recessional outwash. The Vashon recessional outwash consists of sediments that were
deposited by meltwater streams that emanated from the retreating glacial ice during the latter
portion of the Vashon Stade of the Fraser Glaciation, approximately 12,500 to 15,000 years
ago.
Vashon Lodgement Till
Vashon lodgement till was encountered in exploration borings EB-l and EB-3 below the
recessional outwash material. The till consisted of dense to very dense, moist to very moist,
brown to gray sand with silt and few gravel. The lodgement till may contain cobble-and
boulder-size rock at random locations. Several thousand feet of ice consolidated this material
during the last (Vashon) glacial advance about 15,000 years ago. This resulted in a compact
soil possessing high-strength, low-compressibility, and low-permeability characteristics.
Vashon Advance Outwash
Very dense, very moist to wet, brown, fine to coarse sand interpreted as advance outwash was
encountered in exploration EB-3 below a depth of about 15 feet. These sediments were
deposited by flowing water from the base of the southward advancing Vashon glacial front.
The advance outwash has been overridden by several thousand feet of ice resulting in a very
dense soil unit.
4.2 Laboratory Testing
As discussed in Section 3.1, soil samples obtained from the split-barrel samplers from
exploration borings EB-l through EB-3 were classified in the field and representative portions
placed in watertight containers. The samples were then transported to our laboratory for
further visual classification and laboratory testing, as necessary. Testing included moisture
content ASTM:D 2216, and grain-size distribution ASTM:D 422. Laboratory test results are
presented in Appendix B.
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N. 3(/' Street / Burnett Avenue IV. Storm System
Renton, Washington
4.3 Geologic Mapping
Subsuiface Exploration and
Geotechnical Engineering Report
Proiect and Site Conditions
Review of the regional geologic map titled Geologic Map of King County by Troost, Booth,
and Wisher (May 2006) indicates that the area of the subject site is underlain by Vashon till
and Vashon recessional outwash. Our interpretation of the sediments encountered in oUI
explorations is in general agreement with the regional geologic map.
4.4 Hydrology
Ground water seepage was encountered in borings EP-2 and EP-3 located on 30 th Street. In
boring EB-2, a seepage zone was encountered at a depth of about 5 feet. In boring EB-3,
seepage zones were encountered at depths of 5 and 15 feet below existing grades. It should be
noted that the depth or occurrence of ground water seepage may vary in response to such
factors as changes in season, precipitation, and site use. Our exploration was conducted in
mid-April when ground water levels in unconfined aquifers in the Puget Lowland are typically
at or near their seasonal high.
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N. 3(1" Street / Burnett A venue /II. Storm System
Renton, Washington
Subsulface Exploration and
Geotechnical Engineering Report
Design Recommendations
II. DESIGN RECOMMENDATIONS
5.0 INTRODUCTION
Our explorations indicate that, from a geotechnical standpoint, the planned storm system
replacement is feasible provided that the recommendations in this report are adhered to. The
sediment type for the bulk of the trenching will likely be Vashon recessional outwash
sediments or previously placed trench backfill along the storm system alignment. These
materials will largely consist of sand with variable quantities of gravel and silt. Zones of
ground water seepage were encountered in the borings located on N. 30" Street at depths
ranging from 5 to 15 feet below existing grades.
To determine the soil and ground water conditions within the proposed project alignment,
AESI completed three exploration borings EB-J through EB-3. The borings were located as
close as feasible to the proposed sewer alignment. Unfortunately. due to the presence of
existing underground utilities and overhead power, our borings had to be located within the
City's right-of-way and not within the roadway. As a result, we were unable to determine the
current pavement section thickness for both roadways. Soil samples were collected from each
boring and returned to our laboratory to complete testing on representative samples.
6.0 TRENCHING CONSIDERATIONS
6.1 Excavation
The planned storm system replacement segment will be located along the centerline of the
existing roadway areas. Therefore, it will be necessary to saw-cut the existing asphalt
pavement prior to trenching operations. There will also be existing buried utilities that will
complicate the excavation process, such as water and sewer. Overhead power lines are not
expected to interfere with the planned construction, but along Burnett Avenue N., nearby tree
limbs may limit the pick and swing radius of the trenching equipment.
The installation of the storm system is expected to require open excavations approaching depths
of 10 feet. In our opinion, stable construction slopes should be the responsibility of the
contractor and should be determined during construction based on the local soil and ground
water conditions encountered at the particular location at that time. However, it is assumed
that the storm line trenches will be installed in a "neat line" trench with the use of a trench box
(trench shield) rather than a large, open cut with the slopes laid back. The trench box should
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N. 3(J' Street I Burnett Avenue N. Storm System
Renton, Washington
Subsurface Exploration and
Geotechnical Engineering Report
Design Recommendations
be structurally certified. Laborers within the trench must remain within the trench box at all
times, and WISHA/OSHA regulations should be followed at all times.
We anticipate that soils encountered during the excavation process will provide moderate
resistance to digging. Cobbles may be encountered during excavation within the recessional
outwash unit. Cobbles and boulders could be present while trenching within the underlying
glacial till unit. Ground water seepage, if present, into the trench can cause some caving/
sloughing to occur. The contractor should be experienced with excavating in moist to wet
subgrade conditions.
6.2 Backfill
The majority of the near-surface soils excavated from the trenches will likely be very moist to
wet, fme to medium sand with gravel with variable silt contents. These soils are suitable for
use as backfill material provided they are placed at or near (within 2 percent) optimum
moisture contents. The backfill soils should be cleaned of organic materials and rocks larger
than about 6 inches in nominal dimension. Ouring the wet season wet soils will not be suitable
for backfill as its moisture content will likely be too far above optimum moisture for the soil to
achieve suitable compaction. Import backfill will have to be used.
Above the pipe zone bedding material, on-site soils may be used for backfill provided that they
can be compacted to . at least 95 percent of the modified Proctor maximum dry. density, as
defined by ASTM:O 1557. There are several options available, depending on the condition of
the excavation, for trench backfill in lieu of the native soil. If the material excavated from the
trench is not suitable for backfill due to high moisture or a high degree of deleterious material,
imported backfill soil may be used and compacted to the required density. We recommend that
the imported backfill consist of material conforming to Washington State Oepartment of
Transportation (WSOOT) Standard Specification 9-03.14(1) "Gravel Borrow." If select import
material is not available or if there is a need for a higher strength material, then controlled
density fill (COF) should be used. COF consists of a mixture of water, sand, fly ash, and
cement that will flow laterally to fill the voids from the caving. COF is available with varying
amounts of cement, fly ash, and aggregate depending on the required compressive strength and
flow characteristics. We recommend the use of a maximum 100 pounds per square inch (psi)
compressive strength COF mix to facilitate future excavation and provide performance
equivalent to well-compacted soil backfill.
Trench backfill should be placed in uniform, horizontal lifts and compacted to the above
standard. Thickness of structural backfill layers before compaction should not exceed 1 foot
for the large, excavator-mounted, vibratory plate-type compactor. Smaller compaction
equipment will require use of thinner lifts; hand-operated mechanical compactors should be
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ASSOCIATED EARm SCIENCES, INC
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N. 30" Street / Burnett Avenue N. Storm System
Renton, Washington
Subswface Exploration and
Geotechnical Engineering Report
Design Recommendations
used to compact lifts no thicker than 6 inches. Final lift thickness should be based on field
performance testing using actual materials under field conditions and uniform compactive
effort. In some cases, additional pipe zone bedding material above the pipe may be advisable
to minimize required compactive effort needed to achieve the specified density in this area.
6.3 Pipe Bedding
Pipe zone bedding material should be specified by the civil engineer following the pipe
manufacturer's requirements. From a geotechnical standpoint, 31s-inch to 'Is-inch-size pea
gravel would likely be suitable. Since the pipe will be laid at a relatively low gradient,
uniform bedding material placement and compaction will be critical. Pipe bedding placement
should conform to WSDOT Standard Specification 7-0S.3(1)C.
6.4 Pipe Subgrade
The native soils are suitable for support of the pipe. In the event that soft or disturbed soils are
encountered at the bottom of the trench, these soils may be overexcavated and replaced with
structural backfill where it is encountered. An AESI representative should be on-site to
observe subgrade conditions and document backfill operations.
7.0 DRAINAGE CONSIDERATIONS
As discussed in Section 4.4, zones of ground water seepage were encountered in borings EB-2
and EB-3 located on N. 30'h Street at depths ranging from 5 to 15 feet below existing grades.
It should be noted that the depth or occurrence of ground water seepage may vary in response
to such factors as changes in season, precipitation, and site use. Our exploration was
conducted in late April when ground water levels in unconfined aquifers in the Puget Lowland
are typically at or near their seasonal high. We expect that ground water seepage can be
managed by sump and pump methods and that formal dewatering wells will not be necessary.
8.0 EROSION HAZARDS AND MITIGATIONS
The site consists of the existing developed roadways. Therefore, the erosion potential of the
subject site is considered to be low under existing developed conditions. However, the erosion
potential may increase temporarily during construction, especially if conventional cut and
cover pipe construction is used.
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N. 3(fh Street / Burnett Avenue N. Storm System
Renton, Washington
Subsuiface Exploration and
Geotechnical Engineering Report
Design Recommendations
Since the site will likely disrnrb less than I acre of aggregate area, the Washington State
Department of Ecology (Ecology) Construction Storm Water General Permit (also known as
the National Pollutant Discharge Elimination System [NPDES] permit) will likely not be
required. However, to mitigate the erosion hazard potential, off-site sediment transport and
rnrbid discharge into the existing storm water system, we would recommend the following
minimum erosion control considerations in addition to the project temporary erosion and
sedimentation control (TESC) plan:
I. To the extent possible, earthwork-related construction should proceed during the drier
periods of the year (typically April through October). Temporary erosion control
measures should be maintained until permanent erosion control measures are
established.
2. Pavement should remain in place to the extent possible to provide a suitable surface for
staging and equipment access. Pavement areas should be swept with a vacuum
sweeper truck frequently.
3. All catch basins within and adjacent to the construction area should be provided with
filter socks to prevent siltation of the catch basin.
4. If excavated or imported soils have to be stockpiled on-site, they should be stored in
such a manner as to reduce erosion and generation of rnrbid runoff during rainfall.
Protective measures may include, but are not necessarily limited to, covering with
plastic sheeting, and placing the stockpiles on plastic, with the plastic draped over
perimeter straw wattle berms to contain any rnrbid runoff.
5. Disrnrbed areas should be paved or revegetated as soon as possible or otherwise
protected.
It is our opinion that with the proper implementation of the TESC plans and by field-adjusting
appropriate mitigation best management practices (BMPs) throughout construction, as
recommended by the above, erosion on the project can be suitably mitigated.
9.0 PROJECT DESIGN AND CONSTRUCTION MONITORING
At the time of this report, pipe installation techniques, shoring plans, and construction methods
have not been completely finalized. We are available to provide additional geotechnical
consultation as the project design develops and possibly changes from that upon which this
report is based. We recommend that AESI perform a geotechnical review of the plans prior to
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N. 3a' Street / Burnett Avenue N. Storm System
Renton, Washington
SubsUlface Exploration and
Geotechnical Engineering Report
Design Recommendations
final design completion. In this way,
implemented in the design.
our recommendations may be properly interpreted and
We are also available to provide geotechnical engineering and monitoring services during
construction backfill operations. The integrity of the new pavement depends on proper site
preparation and compaction procedures. In addition, engineering decisions may have to be
made in the field in the event that variations in subsurface conditions become apparent.
Construction monitoring services are not part of this current scope of work. If these services
are desired, please let us know, and we will prepare a cost proposal.
We have enjoyed working with you on this study and are confident that these recommendations
will aid in the successful completion of your project. If you should have any questions or
require further assistance, please do not hesitate to call.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Principal Engineer
May 14,2014
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Stephen A. Siebert, P.E.
Associate Geotechnical Engineer
ASSOCIATED EARTH SCIENCES, INC.
Page 10
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REFERENCE: USGS TOPO'
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NOTE: BLACK AND WHITE REPRODUCTION OF THIS COLOR ORIGINAL MAY
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VICINITY MAP
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~. . 1:'.
~",,--,"--, E, W -~----~":--j:-:'~ ,,-,~-----------j~.~----------<> -~
#901 1 ' #905 : ,~t ,'['-#91'1"1'; ':, #91':i 1 I~OSSIBLEAlTERNATEI' -' #1017 ,;": #11~ 'I #1105, Ii _Jl!ff?!,
!
1
1
1
!
-1 I" '1~. '::,-:.';' LOCAfiON ': ,_, 'I. I
I I,' --('I' ";--';':1 ~;il:"--11':, _____ ,'l: ,I I ;-'1 'APPROxiMATE .J--'~l ,! :!~; _1,:,,'1 r I 1""':' \j of, fLOCA110NOr: . ---., ---;, .~ __ 'f -' I . - - -,i EXPLORA110N
. 'L_ ,'I 1: I BORlNG::TYP
'" ~ l_m __ ._ I J I
--;=--
170
160
150
140
130
1~G-/,.~mIfill~ltl'lr 11,11: [i,tilt,iiJI !'i"·'···f'·····,·····.·f···,·,·.··.···i·.··:.··,·,~ 120 1~G:-,-:,J" , ";,;;.;.;; ; 'f ; , ,;"",'."+,".;,',',.','.!.'.',;,;;; . .!.,.;.',' .. ,,,",';,,',., ... ,' r"",.!.;" "';""'~110
! /ilJIf-6\.ACKAHOWiITE REPI\C()UCllOH OFTMIS COt.DfI ORIGINAL MAY I REFEFtENCE: CITY OF RENTON /troveE IT3 ~f~ECTIVE'NES$""'D ,EAD TO If'CORRECtlNTERPRHAnClN
I Associated Earth Sciences, Inc. EXPLORATION PLAN AND PROFILE - N 30TH STREET ,"'-", 3
~ iii I ~ I ilia:] iii e N 30TH STREET I BURNETT AVENUE N DATE 5/14
~ ~ RENTON, WASHINGTON PROJ.NO. KE140150A
APPENDIX A
Exploration Logs
I ,
i
i . ,
I WelHlraljed gravel and
ovvl'lr"'velwith sand, little to
fines
Poorly-graded sand
and sand with gravel,
little to no fines
. '. Silty sand and
.. 8M silty sand with
gravel
Clayey sand and
clayey sand with gravel
~+-~~~~----------~
Silt, sandy silt, gravelly silt,
ML silt with sand or gravel
Terms Describing Relative Density and Consistency
Coarse-
Grained Soils
Fine-
Grained Soils
Density SPT(2)blowsifoot
Very Loose 0 to 4
Loose 4 to 10
Medium Dense 10 to 30
Dense 30 to 50
Very Dense
ConSistency
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
>50
SPT(2\'lowslfoot
Ot02
2to 4
4t08
8 to 15
15 to 30
>30
Test Symbols
G = Grain Size
M = Moisture Content
A = Atterberg Limits
C = Chemical
DD ~ Dry Density
K = Permeability
Descriptive T arm
Boulders
Component Definitions
Size Range and Sieve Number
Larger than 12"
Cobbles
Gravel
Coarse Gravel
Fine Gravel
Sand
Coarse Sand
Mediu'm Sand
Fine Sand
Silt and Clay
3' to 12'
3' to NO.4 (4.75 mm)
3'to 3/4"
3/4" 10 NO.4 (4.75 mm)
No, 4 (4.75 mm) to No. 200 (0.075 mm)
NO.4 (4.75 mm) to No. 10 (2.00 mm)
No. 10 (2.00 mm) 10 No. 40 (0.425 mm)
No. 40 (0.425 mm) 10 No, 200 (0,075 mm)
Smaller than No. 200 (0.075 mm)
Estimated Percentage Moisture Content
Ory -Absence of moisture,
dusty, dry to the touch
Slightly Moist -Perceptible
moisture
Component Percentage by
Weight
Trace
Few
Uttle
With
Sampler
Type
2,()' OD
Split·Spoon
Sampler
<5
51010
151025
-Non-primary coarse
conSI~uents: .:': 15%
-Fines content between
5% and 15%
Moist -Damp but no visible
water
Very Moist -Water visible but
not free draining
Wet -Visible free water, usually
from below water table
Symbols
Blows/6" or
portion ot6"
I ..
" •
Sampler Type
Description
3.0' 00 Split·Spoon Sampler
(.,
Cement grout
surface seal
Bentonite
seal
-1<~-;;tii;Qi1Pi8siiCiii~1 (SP1) high i i
or gravelly clay, fat Bulk sample
3.25' 00 Split·Spoon Ring Sampler
:. Filler pack with
:':' blank casing
:., section
with sand or gravel
• 3.0' OD Thin-Wall Tube Sampler
(including Shelby tube)
.,' Screened casing
:.' or Hydrotip
--t;;;;;;~~-;;;--;m-;;;--I Grab Sample
clay or silt of
'; with niter pack
.' End cap o Portion not recovered
~~::~;;~~t:O~h:i~9:h ____ Jr~p-e-me-n-Ia-g-e-by~d~ry-W-e-ig-h-------~~7)-D-e-p-th-o-f-9-ro-U-nd-wa-I-e-r----'
~ (2) (SP1) Standard Penetration Test .Y. AID "" At time of drilling
(ASTM D-1586) ~ Static water level (date) z...~ IJJ I muck and other (3) In General Accordance with
:§, ~ ~ organic soils Standard Practice for Description (5) Combined uses symbols used for
::c: a and Identification of Soils (ASlM 0-2488) fines between 5% and 15% ~ ClassifICations of soils in this report are based on visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, and
plasticity esllmates and should not be construed to Imply field or laboratory testing unless presented herein. Vlsual-manual andfor laboratory classification t methods of ASTM 0·2487 and Q.24B8 were used as an identification guide for the Unified Soil Classification System.
!=========================================================== £ r Associated Earth Sciences, Inc.
j.~~ii. EXPLORATION LOG KEY FIGURE A1
Associated Earth Sciences, Inc.
f--------ExOioration Loa
~ [i] ~ ~ ~ Project Number 1 Exploration Number
I
Sheet
:.}: ., KE140150A EB-1 1 of 1
Project Name ~, 3Qth S1. 1 Burnett Ave. N. Ground Surtace Elevation (ft) 115
Location Renton, WA Datum f;J/l\
Driller/Equipment EDI Date Start/Finish 4125/14 4125/14
Hammer Weight/Drop 140# 130" Hole Diameter (in) 8iocbes
g co; 00
00 0-. 2 > • 1n .-0 ~'" ID .cD ='$ ...J<;; BlowslFoot ~
'" 0. Cl.E ID-~ ~ c-o. 8 E ~>o s~ ID 0 ~ ID T ro "'"' 1<-'" 0 "' 0 s'" 0 DESCRIPTION u 10 20 30 40
:~'.::::;: Driveway Gravel
,;1 •. ,(
Cuttinns are black.
Old Topsoil?
IT Fill
----2 8-1
Very loose, vr~ mOisCi.mottled light brown, fine SAND with silt, to SILT , &3
with fine sand SMIML. 2
Vashon Recessional Outwash
5
IT
Stiff, wet, brown, SILT, with fine sand, trace medium coarse sand (ML). 8-2 4 &, 7
!C 8
10 Vashon Lodgement Till
8-3 Very stiff, very mOist, brown to gray, SILT, trace fine to coarse sand, trace 4 &, to few fine gravel; diamict (ML). 7
9
15 Very dense, very moist, gray, fine SAND, with silt, trace medium to coarse S-4 11 I sand, few fine to coarse gravel (SM). 28 73 '.' 45
.,
I
i
j
20 As above. ~. S-5 69/ " --------------
I
Bottom of exploration boring at 21 feet
I
25
30
35 I
> •
Sampler Type (ST):
0 []] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: LM ~
[]] 3-OD Split Spoon Sampler (D & M) IJ Ring Sample 'l Water Level 0 Approved by:
-~ Grab Sample 0 Shelby Tube Sample-!. Water Level at time of drilling {ATD}
<
Associated Earth Sciences, Inc. Exploration Loa
~ [i] ~ ~ ~ Project Number
I
Exploration Number
I
Sheet
, .~ ..: KE140150A EB-2 1 of 1
Project Name N. ;lQth .;-;t. I Burnett &~f!., N. Ground Surface Elevation (tt) 1~4
Location Renton WA Datum tIIlll
Driller/Equipment EDI Date Start/Finish 4l25l:l 4 4l25l:l 4
Hammer Weight/Drop 1<IQ# L 3Q" Hole Diameter (in) 8iocbes
g c J. J!J '" ~:8 =~ '" ~ j~ Blows/Foot " ~ D. §"~ ,,-~ ~ I-0. 5 E '>=~ -E.Q Ii; " T ~ (!lU) ~ 0 U) 0 ,>=" 15 DESCRIPTION u 10 20 30 40
Vashon Recessional OUtwash ,
I -
IT 5-1
Medium stiff, very moist, brown, SILT, trace to few fine to coarse sand, ,
3 ... trace fine gravel; faintly stratified (ML). 3
4
5 Stiff, very moist to wet, SILT, with fine sand, lenses (1 to 2 inches thick) of
y:
5-2 2
• 9
fine sand, little to with silt, trace organics (MUSM). 2
7
, ",
10 IT 5-3
Loose, moist to very mOist, fine to medium SAND, trace silt; faintly 3
• 9
slratified (SP). 4
5
,',' . ,
.........
15 Loose, moist, fine SAND, trace medium to coarse sand, trace to few silt S-4 3 , 9 with rare stringer (1 mm thick) of silt (SP). 4 ...... 5
20 Medium dense, moist, brown, fine SAND, trace silt; nonstratifled (SP).
5-5 . '.'.'. 4
"'13 5
8
Bottom of exploration boring at 21 feet
25 i
30
,
35 ,
• 5 N
~ ~
~ ~
" Sampler Type (ST): >i
il rn 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: LM
~ [l] 3" 00 Split Spoon Sampler (0 & M) [] Ring Sample 'Sf. Water Level 0 Approved by: 0 m ~ 0 Shelby Tube Sample '! in Grab Sample Water Level at time of drilling (ATD) w ~
Associated Earth Sciences, Inc.
Project Number
KE140150A I
Exploration LoCI
Exploration Number
EB-3 I
Sheet
1 of 1
Project Name
Location
Driller/Equipment
Hammer WeighVDrop
N. 30th St./ Burnett Ave. N. Ground Suriace Elevation (1t) _lLl6",3L. __ _
• g
!
~
Renton WA
EDI
140# /30"
DESCRIPTION
f·~·:.::;· Driveway Gravel
':'~l . --~,---.---,------Vashon Recessional Outwash
[5-1 r
5 5-2 f
Ii
-10
15
20
25
30
35
5-3
S-4
5-5
" ,
Loose, very moist, mottled brown, fine SAND, few to little silt, few fine
gravel; nonstratified (SP·SM).
Loose, wet, brown, nne SAND, little silt (SP-SM).
Medium stiff, wet, mottled brown, SILT, trace fine to medium sand (ML).
Vashon, lodgement Till
Dense, moist to very moist, gray, fine SAND, with silt, to SILT, with tine
sand, trace medium to coarse sand, few fine gravel; dlamict (SM/ML).
Vashon Advance Outwash
Very dense, wet, brown, fine to coarse SAND, little to with fine to coarse
gravel, few silt (SP·SM).
Very dense, very moist to wet, fine to coarse SAND. with fine to coarse
gravel, ranging from few to !I!!!e silt, !? fine to coarse gravel, with fine to
coarse sand, few to little silt lSW·SM}.
Bottom of exploration boring at 21 feet
Datum N/A
Date Start/Finish ~4"'/~?~5C;/1C-4C-:4C;12:C5:C/C-;1~4~'---
Hole Diameter (in) 8 inches
5l
2
1
4
3
3
4
11
15
26
12
28
41
43
01 "
Blows/Foot
10 20 30 40
...
1'-41
69
93/ "
~ ~r-~~~~~~------------------------------------------~--~-L--~ __ L-~ __ -L __ ~-L~ ~ Sampler Type (ST):
~ ill 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M . Moisture Logged by: LM
g ill 3" 00 Split Spoon Sampler (D & M) (] Ring Sample 5l. Water Level 0
~ ~ Grab Sample 0 Shelby Tube Sample.!. Water Level at time of drilling (ATO)
~------~------------~---~---~------------------------------------~
Approved by:
APPENDIXB
Laboratory Data
GRAIN SIZE ANALYSIS -MECHANICAL
Date Sampled Project Project No. Soil Description
4/25/2014 North 30Th St./ Burnett Ave, KEI40150A Sand with silt trace gravel
Tested By Location EB/EP No l~ePth MS Onsite EB2/S2 5'
i I i
Sieve No Di~;nml V'I I (a) % % i i
3 , 0.0 --
2.5 64 '!t'·II;""1 0.0 --
2 --
1.5 , ,
,I'" , -".,,,,,,,, )~'j'i
3'8 9 ,
#4 4.76
#8 2.38 ,," #10 2 e,' = ",." ,
#20 0.85 iii!
#40 0.42 1';1~
#60 0.25 I'i' '(32;27, 9.4
11 0.149 I.'" .ii·.·.· 0.074 IH,~
0053 17'" . .
US STANDARD SIEVE NOS.
3' 3/4" NO.4 NO.16 NOAO NO.200
100
80
I " ,
i 1'-.
~ w 60 c u:
1 " i
1:
~ 40 w
0.
i
i
I
20
0
100 10 01 001
Gravel Sand Silt and Clay
Coarse I Fine Coarse I Medium I Fine
Grain Size, mm
ASSOCIA TED EARTH SCIENCES, INC.
911 5th Ave., Suite 100 Kirkland, WA 96033 425-827-7701 FAX 425-827-5424
Date Sampled
4/25/2014
Tested By
MS
~NO.
,3
2.5
2
1.5
1
3/4
3/8
#40
#60
#100
#200
#270
3'
100
80
~
! 60 ;;:
C • ~ 40 l
20
a
100
GRAIN SIZE ANALYSIS -MECHANICAL
Project Project No. Soil Description
North 30Th SI./ Burnett Ave. KE140150A 5111 with sand trace gravel
Location EB/EP No l~ePth
Onsile EB1/S2 5'
Diam. (mml % % i I
76.1 0.0 --
64 1.0 --
50.8 --
38.1 --
25.4 --
19
0.85 91
0.42 "r': .
0.25 .. ,
0.149
. 0.074
0.053 . 147. 45 . i4.
US STANDARD SIEVE NOS.
314" NO.4 NO.16 NO.40 NO.200
"
10 0.1 0.01
Gravel Sand Silt and Clay
Coarse I Fine Coarse I Medium I Fine
Grain Size, rnm
ASSOCIA TED EARTH SCIENCES, INC.
911 5th Ave., Suite 100 Kirkland, WA 93033 42s-a27~n01 FAX 425-827.-5424
, . :
GRAIN SIZE ANALYSIS -MECHANICAL
Date Sampled Project Project No. Soil Description
4125/2014 North 30Th St.I Burnett Ave. KE140150A Sand with silt trace gravel
Tested By Location EB/EP No I Depth
MS Onsite EB3/S3 10'
i
Slav. I No. Dlam. (mm) % i
76.1 1.0 O. --
5 --
Q. --
100. --
100. --
19 1.0 100.
9.51 . '13:27·::;: .7 '.3
4.76 .1 i.9
1.3
1.8
1-_;'; ~_+_2~ .. 3<",-8_b . , . 14;, .7
2 ('2c
0.8!!"I : 1.5
1---'~_-+-_"*OO*".4;_+~;\" 1.(2 .. :' i.9
0.2! 28.)7 .'." i.9 #Tf
~
3"
100
80
~ .. 60 c u:
1: ..
~ 40 :.
20
0
100
0.149 ~l8~(~·,:.~~;~ .. 8--~~~--+----------+----------~
0.074 :, ' :." .: ,0.4
0.053 lli:. >1.6
49.6
42.4
us STANDARD SIEVE NOS.
314" NO.4 NO.16 NO.40
~
"-~
-
10
Gravel Sand
Coarse I Fine Coarse I. Medium I Fine
Grain Size, mm
NO.200
.....
~
01
Silt and Clay
ASSOCIA TED EARTH SCIENCES, INC.
911 5th Ave., Suite 100 Kirkland, WA 98033 425-827-7701 FAX 425-827-5424
001
Associated
Date Sampled
4/25/2014
Tested By
MS/GM
Sample 10
Wet Weight + Pan
Dry Weight + Pan
Weight of Pan
Weight of Moisture
Dry Weight of Soil
% Moisture
Sample 10
Wet Weight + Pan
Dry Weight + Pan
Weight of Pan
Weight of Moisture
Dry Weight of Soil
% Moisture
Earth Sciences, Inc,
Project Project No,
N 30th SI -Burnett KE140150A
Location EB/EP No, IDePth
Onsile Ex-Borings
EB-l Sl 25' EB-3 S-l 25'
231.6 325.3
211.6 209.4
99.4 101.5
19.9 115.9
112.4 107.9
17.7 107.5
EB-2 S-l 25' EB-2 S-310'
410.1 317.9
345.2 288.2
101.2 102.1
64.9 29.7
244.0 166.2
26.6 15.9
Moisture Content
ASTM 02216
Soil Description
Various
EB-3 S2 5'
412.4
346.6
101.6
63.6
246.8
25,9
EB-1 S-310'
372.7
327.3
102.1
45.4
225.2
20.2
ASSOCIA TED EARTH SCIENCES, INC.
911 5th Ave., Suite 100 Kirtdand. WA 98033 425-827·1701 FAX 425-827-5424
1--KING COUNTY
FLOOD CONTROL
DISTR.ICT
Date
Jurisdiction Name
Contact Name
Phone
Address 1
City, State, Zip Code
Request #
Water and Land Resources Division
River and Floodplain Management Section
King County Progress Report
08/05/15
City of Renton
Hebe C. Bernardo
(425) 430-7264
1055 S. Grady Way
Renton, WA 98057
5
ti
King County
Dates (Beginning & End date for this claim;:.J:::an",u:::a:,:r.!,y..:1;:.' .::2;:,0:::15:,..::to:..J:;u:,:ly!..,;:,3;:,1,,,2:;0:;1::5'--__________________ _
Instructions: In the left column, list your project activities as listed in your application.
In the right column, describe the progress / status to date on each project activity.
Opportunity Fund Activities Progress / Status
Task 1 -Project Management Project Management included contract and consultant management, document
review, project planning and scheduling.
Task 2 -Engineering and Design Completed report on Hydraulic Connectivity between the Main Cedar River Channel
and the Elliot Spawning Channel. Selected culvert alternative for future analysis.
Task 3 -Environmental Review and During this invoice period, we continue to coordinate with the US Army Corps of
Permitting Engineers, Washington Department of Fish and Wildlife regarding permit application
status and remaining permitting requirements. We completed SEPA verification
process and Shoreline Exemption. The City also prepared a summary of all mitigation
constructed in 1998 with the intent of mitigating for future dredging's. Obtained 401
Water Quality Certification and Coastal Zone Management.
Task 4 -Outreach and Stakeholder Held meetings with WDFW and the Corps to discuss project mitigation requirements.
Involvement
Task 5 -Construction Contract Solicitation None
and Award
Task 6 -Construction -Gravel Removal
None
Task 7 -Construction -Mitigation None
Task 8 -Monitoring and Maintenance None
Page 2
I KING COUNTY Water and Land Resources Division tQ FLOOD CONTROL River and Floodplain Management Section
DISTRICT King County
I King County Reimbursement Request
Date 08/05/15
Jurisdiction Name City of Renton
Contact Name Hebe C. Bernardo
Phone (425)430-7264
Address 1 1055 S. Grady Way
City, State, Zip Code Renton, WA 98057
January 1, 2015 to
Request # 5 Dates (Beginning & End date for this claim) July 31, 2015
Instructions: Complete this spreadsheet and attach your financial/accounting system reports to document all expenses
KC CIP Prj# 1044729
PROJECT NAME Cedar River Gravel Removal Project
Was this project subject to a KCFCD approved amendment?
Budget line Item CIP Fund Budget Current Request
Task 1 $ 300,000.00 $ 1,784.39
Task 2 and 3 $ 750,000.00 $ 66,195.07
Task4 $ 20,000.00
Task S $ 20,000.00 $ -
Task 6 $ 3,000,000.00 S -
Task 7 $ 530,000.00 $ -
Task 8 $ -S -
TOTALS: $ 4,620,000.00 $ 67,979.46
FISCAL YEAR OF
No
Amount of all
Previous Requests
$ 96,769.21
$ 863,868.29
$ 25,587.64
$ -
$ -
$ -
$ -
$ 986,225.14
$
$
$
S
S
S
$
$
2015
Balance
Remaining
201,446.40
(180,063.36)
(5,587.64)
20,000.00
3,000,000.00
530,000.00
-
3,565,795.40
Startmg m FY zulZ all applications nave a ouaget taOle. Tn.s ouaget taOle IS mcorporatea m your scope OJ worK Jar tnat year s
project!s}. For any given line item above, the amount in the left column must match the amount in the application for the same
line item.
Please mail or e-mail all documents to:
Page 1
Craig Garric, P.E.
Water and Land Resources Division
Department of Natural Resources and Parks
KSC-NR-0700
201 South Jackson Street, Suite 700
Seattle, WA 98104-3855
Phone: 206-477-4694 Fax: 206-205-5134 Email: craig.garric@kingcounty.gov
RECEIPT EG00042356
BILLING CONTACT
Joseph Farah
City of Renton
REFERENCE NUMBER FEE NAME
LUA15-000607 PLAN -Environmental Review
Technology Fee
.
1055 S Grady Way, Renton, WA 98057
Transaction Date: August 10, 2015
TRANSACTION
TYPE
Fee Payment
Fee Payment
PAYMENT
METHOD
Interoffice Account
Transfer
.
Interoffice Account
Transfer
AMOUNT PAID
.' ...
$30.00
503.000000.004,322.10.00.000 $ 30.00
SUB TOTAL $1.030.00
TOTAL $1,030.00
Printed On: AUQust 10, 2015 Prepared By: Stacy Tucker Page 1 of 1
DATE:
TO:
FROM:
SUBJECT:
D epartment Ch arge d
Account Number
427.475503.018.594.31.63.000
LuA~
IS-('i:)Ou,ol
FINANCE AND INFOftlYlATION SERVICES
DEPARTMENT
MEMORANDUM
August 5, 2015
Casaundra Commodore, Finance & Information Services
Department
Ronald Straka, Surface Water Utility Engineering Supervisor
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 following inter-fund transfer:
P bl' W k u IC or s
Project, function, task, sub-task Description Amount
U65503, fD40, 0007,0000 N 30w St and Burnett Ave $1,030.00
N Storm System
Improvement Proiect
Total $1,030.00
*Char!!:ed DeDartment Authorizatinn* A.
APPROVAL SIGNATURE: U<~ j~~Jra~) . ~ U -Pnnted Name Ronald Straka Date 9 (t; /,<;;"" ----------~~~~~~----------------
CREDIT'
Account Number Project, function, task, sub-task Description Amount
-t. "* . CJO::f . .3 'Ir'. 1('1 .OC/.'/! ItJ.etJ· 00
Pnll. " ,#iff ;(? e /FN'W ;::., ~
~ . *" , C0-I -:>.2,2. ID. U) , )J '\ eel, ~;I.~ .. , t:e-< {~,m'-
~>..J
Total $1,030.00
Reason: Environmental Checklist Review Fee for Surface Water Utility Project.
Note: Documentation to support this transfer request must be attached and all signatures are required.
Cash Transfer FonniFinance/bh Revised 01/09