HomeMy WebLinkAboutLUA-06-061_Report 1RENTON VILLAGE
SHOPPING CENTER
Replacement
Storm Line
Neighborhood Detail Map
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
City of Renton Surface Water Utility
D. Carey 5/06
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RE:PL/lCEMENT STORM SYSTEM
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EX.72"CONC
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
SEPA SITE PLAN
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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 bi-weekly newspaper, which newspaper is a legal newspaper of general
circulation and is now and has been for more than six months prior to the date
of publication hereinafter referred to, published in the English language
continuously as a bi-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 form) which was regularly
distributed to its subscribers during the below stated period. The annexed
notice, a:
Public Notice
was published on July 11, 2007.
The full amount of the fee charged for said foregoing publication is the sum
of$491.40.
Lmi.t@~
Linda M. Mills
Legal Advertising Representative, Renton Reporter , , \ I 11111 I 11111
Subscribed and sworn to me this 13~ day ofJuly, 2Q.0,'1~1'-'-:1."'f.~-~.?1v '',,,.,
~ C, .••()t-1 EXP;~•.. ~ ~ r. .·;~0' ~~··. ~ -""'·:-:;..J ,..,.;_ ~ CO :~ N ~,.,. -
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Cantelon -\ ~: < .....
Notary Public for the State of Washington, Resid~q;;R.-entoY{I""~~;; ,., "'fl', ...... ~~-:..~ P. 0. Number: .,, [z OF \j'I r ,, ,, ,,,
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CITY OF RENTON PLANNING
COMMISSION
NOTICE OF PUBLIC HEARING
2007 UPDATES TO THE
RENTON COMPREHENSIVE
PLAN AND CONCURRENT
REZONING
Notice is hereby given that the Renton
Planning Commission will hold a
Puhlic Hearing on Wednesday, July 25,
2007, and on Wednesday, August 1,
2007, at6:00 p.m. at the Renton City
Holl, City Council Chamben;, Floor
Seven, 1055 S. Grady Way, Renton,
WA98055.
The purpose of the Public Hearing is
to consider the potential amendments
to the Comprehensive Plan Land Use
Map. concurrent rezoning or potential
zoning of the properties described
below, and potential amendments to
the text of the Comprehensive Plan.
Comprehensive Plan Amendment and
Concurrent Re~ning to be
discussed on Wednesday, July 25,
2007 at 7:00 p.m.
#2007-M-06, LUA 06-164: City of
Renton
Review of land within the proposed
Benson Hill Comnmnities annexation
boundary for Land Use Element
amendments and concurrent
prezonjng consistent with Renton's
adopted land use classifications and
policie:,,. Properties are located within
the Sow C~k portion of the Renton
Potential Annexation Area Cun'Cnt
land use designations in this area are
Residential Single Family (RS),
R&identfal Medium Density (RMD),
Residential Low Density (RLD),
Residential Multi-Family (RMF), and
Commercial Corridor (CC). The
proposal would amend the
Comprehensive Plan Land Use Map
and concurrently pre-zone properties
within this area to include: RS land
use with R-8 premning, RMD land use
with R-10, R-14, and Residential
Manufactured Home Park (RMH)
prezoning, RLD land use with R-4 and
R-1 pl'eloning, RMF land use with
Residential Multi-family (RMF)
pre7.oning, C'...ommercial Neighborhood
(CN} land use with Commerdal
Neighborhood (CN) prezoning, and CC
land use with Commexcia! Arterial
(CA) and Commercial Oflioo (CO)
prezoning.
Comprehensive Plan Amendment
and Concurrent Rezoning to be
discussed on Wednesday, August
I, 2007 at 6:00 p.m.
#2006-M-l, LUA 06-160:Alan
Kwu1vsky 826 Park.Avenue
Land Use Element map amendment
to change the land uaedesignation of
.89 acres from Residential Medium
Density (RMD)with R-10 zoning to
Commercial Neighborhood (CN) with
concurrent Commercial Neighborhood
(CN) zoning. The original application
was for a 5,000 sq. ft.. property at 326
Park Avenue, and was expanded to
include properties at 335 Park Ave. N.,
330 Park Ave. N., 329 Park Ave N., and
323 ParkAve. N. and two '-"Scant
parcels# one on the east side of Park
Ave. N, the other on the west side of
Park Ave N. Zoning text amendments
have also been proposed that would
limit business parking t.o the side or
rear of the lot in the CN zone and also
to allow joint use and off-site parking
optiom for required. parking citywide.
#2007-M-02 LUA 06-061: O'Farrell
Properties, LLC 188 and 196 Hardie
Avenue 8W
Land Use Element map amendment
to change the designation of 1.17 acres
of property from Residential M~dium
Density 1.RMD) wiLh R-10 zoning to
Corridor Commercial ((XJ}·with
eoncnrrent. Commercial Arterial <CA)
zoning. The original application
included 188 Hardie Ave SW and was
expanded to include 150 Hardie Ave.
SW, 111 SW Victoria, 176 Hardie Ave
SW, and 180 Hardie Ave SW. The
application has also been expanded to
include the property at 196 Hardie
which ia wned Commercial Arterial
(CA) but designat.d for RMD land
use. This proposed amendment would
correct this mistake and properly
place this parcel in CC land use
designation.
The application also includes a zoning
text amendment to expand the
Rainier Business District Overlay.
The original application requested
extension of the Overlay to the
properties at 188 Hardie Ave., 196
Hardie Ave., 151 Rainier Ave 8, and
175 Rainier Ave S. In the expanded
proposal, the Overlay would include
these properties and others.
expanding the Overlay by 18.06 acres.
This acreage expands the Overlay
north to Airport Way, bounded by Lake
Avenue S. on the east, and on the west
by Hardie Avenue until it reaches SW
Vict.oria Street. Only commercially
zoned properties on Victoria Street are
included in the Overlay. Zoning text
amendment also includes modification
of the allowed residential density and
standaro.8 in the Rainer Business
District Overlay District. to allow up to
60 dwelling units per acre in mixed
use commercial/residential buildings.
#2007-M-03 LUA 06-166, City of
Renton
Land Use Element. map amendment
to change the designation af 284 acres
within Ren.ton's Pot.ential Annexation
Area known as the Maple Valley
Highway Corridor. This area includes
parcels fronting on Maple Valley
Highway (SR 169), and open space
and sensitive areas contiguous to
established residential developments
and extends from the existing city
limits to the Urban Growth Boundary.
The change in land use is from
Re~idential Low Density (RLD.J to the
following land use designations: I:UJ)
land use v..ith Resource Conservation
(RC) and R-4 prezoning; Residential
Single Family IRS) with R·S
prezuning; and Residential Medium
Density {RMD) land use with R-14
and Residential Manufactured Home
Park (RMHJ prezoning. Prezoning
designations would become effective
upon annexation.
#2007-M-05,LUA06-lb'7: Q!P and
Vutu Proport.iee Sunset Blvd.
Land Use Element map amendment
to consider designation of 8.71 acres of
property from Employment Area-
Industrial (EA-I} with Industrial-
Heavy (I-H) zoning and.91 acres of
property from Residential Multi-
Family (RMF) land use with
Residential Multi-Family(RMF)
zoning to Residential Medium Density
(RMD) with R~lO zoning. Parcels are
located south of the Sunset View
Apartments on Sunset Blvd, near the
weetern edge of the City and north of
the S. 140th unimproved right-of-way
and the BNSF rail road. There will
also be consideration of the
dssi.gnation of these pa roe ls for lower
intensity residential development,
such as Residential Single Family
(RS} land W!e designation with R-8
zoning, or Residential Low Density
(RLDJ with R-4 zoning.
#2007-M--07, LUA00-165: 10625
138th Ave. SE, 10703 138th Ave. SE,
13645 SE 107th Pl, and 10733 138th
Ave. SE. City of Renron
Land Use Element map amendment
from Single Family Residential (RS) oo
Conidor Commercial (CC) Land Use
with concurrent Commercial Arterial
(CA) prezoning for four parcels
fronting Duvall Avenue NE totaling
1.01 acres: 10625138thAve. SE,
10703138thAve. SE, 13645SE 107th
Pl, and 10733138thAve. SE. Parcels
are currently in unincorporated King
County and prezoning would become
effective upon future annexation.
#2007-T-Ol, LUA 06-163: City of
Renton
Bi-annual update of Capital Facilities
Element and amendment of the
Transportation Element to
incorporate and update the le\·el of
service infonnation and capital facility
project lists, amend text. and tables
summarizing growth, and to update
and correct descriptive fi<.'1.IT'.ative.
#2006-T..05, LUA 06-125: City of
Renton
'fextAmendment to update the Land
Use Element to allow Residential
Manufactured Home zoning to be an
implementing zone with the
Residential Low Density
C.Omprehensi.ve Plan designation..
All interested parties are invited to
the Planning Commission Public
Hearings on Wednesday, July 25, 2007,
and/orWedne.sday,August 1, 2007,at
6:00 p.m. to expre88 their opinion.
Writt.en comments may also be
snhmitted prior to the Public Hearing
to City of Renton, Economic
Development. Neighborhoods, and
Strau,gic Plenning, 1055 S. Grady
WaY, &nron, WA 98057.
Ray Giometti, Chair
Renton Planning Commission
Bonnie l Walton
City Clerk
Published in the Renton Reporter
July 11, 2007. #863729
CITY OF RENTON
PLANNING/ BUILDING/ PUBLIC WORKS
MEMORANDUM
Date: October 24, 2006
To: City Clerk's Office
From: Stacy Tucker
Subject: Land Use File Closeout
Please complete the following Information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name: Renton Village Storm System Improvement Project
LUA (file) Number: LUA-06-061, CAR, ECF
Cross-References:
AKA's:
Project Manager:, Valerie Kinast
Acceptance Date: June 29, 2006
Applicant: Daniel Carey -City o.f Renton Surface Water Utility
Owner: City of Renton -ROW / Renton Properties, LLC
Contact: Daniel Carey -City of Renton Surface Water Utility
PID Number: 77231600542
ERC Approval Date: July 24, 2006
ERC Appeal Date: August 14, 2006
Administrative Approval: Critical Areas Exemption Approved -July 20, 2006
Appeal Period Encls:
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Date Appealed to.Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: The City of Renton Surface Water Utility is requesting Environmental (SEPA)
Review, and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-inch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or
a 4-ft. x 8 ft. box culvert, to alleviate flooding problems. The replacement line would be approx.
650 lineal ft., start at a point at the southeastern corner of the Thrlftway store In Renton Village
shopping center anp run west, then south to a point where the culverted segment outfalls Into the
open channel of Rolling Hills Creek. At the discharge point, damage from the old system would be
repaired, and the banks would be stabilized and revegetated. The applicant has also applied for a
Critical Areas Exemotion from the Cltv and a JARPA from the Armv Corns of Enaineers.
Location: South of 501 S Grady Way and north of I-405
Comments:
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STATE OF WASHINGTON, COUNTY OF KING }
AFFIDAVIT OF PUBLICATION
PUBLIC NOTICE
Jody L. Barton, being first duly sworn on oath that she is the Legal Advertising
Representative of the
King County Journal
a daily newspaper, which newspaper is a legal newspaper of general
circulation and is now and has been for more than six months prior to the date
of publication hereinafter referred to, published in the English language
continuously as a daily newspaper in King County, Washington. The King
County Journal 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
King County Journal (and not in supplement form) which was regularly
distributed to its subscribers during the below stated period. The annexed
notice, a
Public Notice
was published on July 31, 2006.
The full amount of the fee charged for said foregoing publication is the sum
of $138.6..,0---------..,. . . ': i
',,j .J''~i "'sff,l~
• "' . j / ·-,.. ~ . { ...
:al Advertising Representative, King County Journal
Subscribed and sworn to me this I" day of August, 2006.
8D (2rrt±L/dn
B D Cantelon
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Notary Public for the State of Washington, Residing in Kent, Washington
PO Number: ··. · ....... • ··•·
NOTICE OF ENVIRONMENTAL
DETERMINATION
ENVIRONMENTAL REVIEW
COMMITTEE
C& PUBLIC HEARING)
RENTON,WASHINGTON
The Environmental Review Com·
mittee has issued a Detennination of
Non-Significance-Mitigated for the fol-
lowing project under the authority of
the Renton Municipal Code.
Renton Village Storm System
Improvement Project
LUA06-061, CAR, ECF
Location: South of 501 S Grady
Way and north of 1405. The City
of Renton Surface Water Utility is
requesting Environmental (SEPA)
Review, and a Critical Areas
Exemption for a proposal t.o
replace an existing 42-and 48-inch
stormwater system, classified in
Renton as a class 3 stream, with
42-and/or 72-inch pipes and/or a
4-ft. x 8 ft. box culvert. to alleviate
flooding problems. The replace-
ment. lint> would be approx. 650
lineal it., start at a point at the
southeastern corner of the Thrift-
\'vay st.or,:,. in Renton Village shop-
ping center and run west, then
south to a point where the cul-
verted segment outfalls into the
open channel of Rolling Hills
Creek. At the discharge poin~
damage from the old system would
be repaired, and the banks would
be stabilized and revegetated. The
applicant has also applied for a
Critical Areas Exemption from the
City and a JARPA from tho Anny
Corps of Engineers .
Appeals of the environmental
determination must be filed in writing
on or before 5:00 PM on Augm;t 14,
2006. Appeals must be filed in writ-
ing together with the required $75.00
application fee with: Hearing Exam-
iner, City of Renton, 1055 South
Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed
by City of Renton Municipal Code Sec-
tion 4-8-110.B. Additional infor-
mation regarding the appeal process
may be obtained from the Renton City
Clerk's Office, (425) 430-6510.
Published in the King ('.,aunty Journal
July 31, 2006. #861173
Date:
To:
From:
CITY OF RENTON
MEMORANDUM
September 1 , 2006 .
Daniel Carey, Surface Water Utility
Valerie Kinast, Development Planning
Subject: Renton Village Storm System Improvement Project
LUA06-061, CAR, ECF
This is to inform you that the appeal period ended on August 14, 2006 for the
Environmental Review Committee's (ERG) Determination of Non-Significance -
Mitigated for the above-referenced project.
No appeals were filed on the ERC determination. This decision is final and application
for the appropriately required permits may proceed.
The applicant must comply with all ERC Mitigation Measures outlined in the Report &
Decision dated July 24, 2006.
If you have any questions, please feel free to contact me at 430-7270.
Final No ERC Appeals Memo 06-061
City_, .. enton Department of Planning I Building I P1 Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT:
APPLICATION NO: LUA06-061, ECF
APPLICANT: Ci of Renton Surface Water Utili
PROJECT TITLE: Renton Villa e Storm S stem Im rovement Pro·ect PLAN REVIEW: Ka
SITE AREA: .50 acres BUILDING AREA ross : 650 lineal feet
LOCATION: South of 501 S Grady Way & north of 1-405 I WORK ORDER NO: 77495
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-lnch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable Mon,
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major lnfonnatlon
Impacts Impacts Necessary
Earth Housi
Air Aeslhetics
Water LlahVGlare
Plants Recreation
Land/Shoreline Use Uti1ities
Animals Tranr-... atlon
Environmental Heallh Public Services
Energy/ Historic/Cuftural
Natural Resources Preservation
Ai,po,t Environment
10,000Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional informa · n is needed to properly assess this proposal.
Date
ENVIRONMENTAL DETERMINATION
ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: R,nt<in VIiiage Stonn Sys tam lmprov,m,nt Project
PROJECT NUMBER: LUAOl5-061, CAR, ECF
LOCATION; South c:,f 501 5 Grady Way ,nd north of 1-405
DESCRIPTION: Th, City of Ranton Surface Water Utlllty I• requHtlng Envlronm1ntal !SEPA) tt.vl1w,
1nd I Crttlc.111 Aren Enmptlon for a proposal to replae1 In txl$tlng 42· and 48-lnch 1tormw1tar 1y1tem,
c1usm1c1 In Renton u a clan 3 etream, with 42· and/or 72-lnth pipe• ar1d/or a 4-ft. ll 8 ft. box culv11t, to 111.vtat,
noodlng problem,. Ttw replacement hni, would be approx. 650 Unul ft., atart 11 a point at lh 1outh1utam
corner of tha Thrfftway 1torw In Renton Village shopping c1nter ind run wnt, then south to a point wllere the
culvartad Hgmant outfalls Into the open channel of Rolling HIil, CrHk. At th• dlf,eharg• point, damae-, from the
old ay.tem would ti. repall'9'd, and 1he hnk$ would be ,tablllud and ,.v'ilat.t.cl. Th 1ppllean1 haa 1110
applltd for I Crltle11 ArHs Exemption from the City and I JAR PA from Iha Army Corp• ol EnglnHrs.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE
ENVIRONMENT.
Appeal• of tha anvlronm.ntll dat.rmlnation mual ba flied In Wl'lllng on or before 5:00 PM on August 14, 2006.
Appt,1i. mu1t ti. med In wrHlng together with the r11qulred $75.00 1pp1leatlon fee with: HHring E:umin•r, City of
Rtnlon, 1055 South Grsdy Way, Rllnton, WA 98055. Appaala lo the Examln,:,r 111"11 govamtJd by City of Rotnlon
Muntelpal Coda S.cllon 44-110.8. Additional Information ,.gardlng lhl •ppHI procHs may be obtained from the
Renton City Clar1<'a Office, (425) 430-6510.
IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND
ALL PARTIES NOTIFIED.
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SERVICES DIVISION AT (425) 430-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
Pt, ... 11. Incl~ U.. project NUMBER when calling for er~pa,.fi~&.ld&ntlflcatiOn.
CERTIFICATION
DATE:_?~· 2¥~·=0.,._w __ SIGNED:
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 281" day of July, 2006, I deposited in the mails of the United States, a sealed envelope
containing ERC Determination documents. This information was sent to:
Name
Agencies
Daniel Carey, City of Renton -Utilities
(S;gaaWM of Seoda)~
STATE OF WASHINGTON
) ss
COUNTY OF KING )
Reoresentina
See Attached
Owner/Applicant/Contact
I certify that I know or have satisfactory evidence that Stacy Tucker
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and
purposes mentioned in the instrument.
Dated: 7 ·o16-c>Le
the Sate of Washington
Notary (Print): A,,,\y,-c L 'in"' \:;\o\l..\,ty'.u"
My appointment expires: cl. -\. c\ -, c
Project Name: Renton Village Storm System Improvement Project
Project Number: LUA06-061, CAR, ECF
template -affidavit of service by mailing
Dept. of Ecology •
Environmental Review Section
PO Box47703
Olvmcia, WA 98504-7703
AGENCY (DOE) LETTER MAILING
(ERC DETERMINATIONS)
WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept.
c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer
3190 160'" Ave SE 39015 -172"' Avenue SE
Bellevue, WA 98008 Auburn, WA 98092
•
WSDOT Northwest Region • Duwamish Tribal Office • Muckleshoot Cultural Resources Program •
Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Ms Melissa Calvert
King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 39015 172"' Avenue SE
PO Box 330310 Auburn, WA 98092-9763
Seattle, WA 98133-9710
US Army Corp. of Engineers • KC Wastewater Treatment Division "' Office of Archaeology & Historic
Seattle District Office Environmental Planning Supervisor Preservation"'
Attn: SEPA Reviewer Ms. Shirley Marroquin Attn: Stephanie Kramer
PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98124 Seattle, WA 98104-3855 Olympia, WA 98504-8343
Jamey Taylor•
Depart. of Natural Resources
PO Box 47015
Olvmoia, WA 98504-7015
KC Dev. & Environmental Serv. City of Newcastle City of Kent
Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director
Renton, WA 98055-1219 13020 SE 72"' Place 220 Fourth Avenue South
Newcastle, WA 98059 Kent, WA 98032-5895
Metro Transit Puget Sound Energy City of Tukwila
Senior Environmental Planner Municipal Liason Manager Steve Lancaster, Responsible Official
Gary Kriedt Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
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 of the checklist, PMT's, and the notice of application. •
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
ENVIRONMENT AL DETERMINATION
ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: Renton VIiiage Storm System Improvement Project
PROJECT NUMBER: LUA0&-061, CAR, ECF
LOCATION: South of 501 S Grady Way and north of 1-405
DESCRIPTION: The City of Renton Surface Water utility is requesting Environmental (SEPA) Review,
and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-lnch storrnwater system,
classlflad in Renton as a class 3 stream, with 42-and/or 72-lnch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern
corner of the Thrlftway store In Renton Village shopping center and run west, then south to a point where the
culverted segment outfalls into the open channel of Rolllng Hills Creek. At the discharge point, damage from the
old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE
ENVIRONMENT.
Appeals of the envlronmental determination must be filed In writing on or before 5:00 PM on August 14, 2006.
Appeals must be flied In writing together with the required $75.00 application fee with: Hearing Examiner, City of
Ren1on, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton
Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the
Renton City Clerk's Office, (425) 430-6510.
IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND
ALL PARTIES NOTIFIED.
RENTON VILLAGE
SHOPPING CENTER
Replacement
Storm Line /
BNTONPLACE
SERVICES DIVISION AT (425) 430-7200.
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DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
Please inclt,1.de the project NUMBER when callilJ9 for propediJe identification.
Date: July 28, 2006
CITY OF RENTON
MEMORANDUM
To: Daniel Carey, Surface Water Utility
From: Valerie Kinas!, Development Planning l)A/
Subject: Renton Village Storm System Improvement Project
LUA06-061, CAR, ECF
This is written on behalf of the Environmental Review Committee (ERC) to advise you
that they have completed their review of the subject project and have issued a threshold
Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to
the enclosed ERC Report and Decision, Section C for a list of the Mitigation Measures.
Appeals of the environmental determination must be filed in writing on or before
5:00 PM on August 14, 2006. Appeals must be filed .in writing together with the
required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South
Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of
Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal
process may be obtained from the Renton City Clerk's Office, (425) 430-6510.
If the Environmental Determination is appealed, a public hearing date will be set and all
parties notified.
ERC DeterminaliOn 06-061
July 28, 2006
Washington State
Department of Ecology
Environmental Review Section
PO Box47703
Olympia, WA 98504-7703
CITY :>F RENTON
Planning/Building/PublicWorks Department
Gregg Zimmerman P.E., Administrator
Subject: Environmental Determinations
Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by
the Environmental Review Committee (ERC) on July 24, 2006:
DETERMINATION OF NON-SIGNIFICANCE -MITIGATED
PROJECT NAME:
PROJECT NUMBER:
LOCATION:
DESCRIPTION:
Renton Village Storm System Improvement Project
LUA06-061, CAR, ECF
South of 501 S Grady Way and north of 1-405
The City of Renton Surface Water Utility is requesting Environmental
(SEPA) Review, and a Critical Areas Exemption for a proposal to replace
an existing 42· and 48-inch stormwater system, classified in Renton as a
class 3 stream, with 42· and/or 72-inch pipes and/or a 4-11. x 8 ft. box
culvert, to alleviate flooding problems. The replacement line would be
approx. 650 lineal ft., start at a point at the southeastern corner of the
Thriftway store in Renton Village shopping center and run west, then
south to a point where the culverted segment outfalls into the open
channel of Rolling Hills Creek. At the discharge point, damage from the
old system would be repaired, and the banks would be stabilized and
revegetated. The applicant has also applied for a Critical Areas Exemption
from the City and a JARPA from the Army Corps of Engineers.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM on
August 14, 2006. Appeals must be filed in writing together with the required $75.00 application fee with:
Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner
are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the
appeal process may be obtained from the Renton City Clerk's Office. (425) 430-6510.
If you have questions, please call me at (425) 430-7270.
For the Environmental Review Committee,
Valerie Kinast
Associate Planner
cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold
David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region
Duwamish Tribal Office
Karen Walter, Fisheries, Muckleshoot Indian Tribe (Ordinance)
Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers
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@ This paper contains 50% recycled material, 30% post consumer
AHEAD OF THE CURVE
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
. MITIGATION MEASURES
APPLICATION NO(S): LUA06-061, CAR, ECF
APPLICANT: City of Renton -Surface Water Utility
PROJECT NAME: Renton Village Storm System Improvement Project
DESCRIPTION OF PROPOSAL: The City of Renton Surface Water Utility is requesting Environmental
(SEPA) Review, and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-inch stormwater
system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to
alleviate flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the
southeastern corner of the Thriftway store in Renton Village shopping center and run west, then south to a point
where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge point, damage
from the old system would be repaired, and the banks would be stabUized and revegetated. The applicant has
also applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
LOCATION OF PROPOSAL:
LEAD AGENCY:
MITIGATION MEASURES:
South of 501 S Grady Way and north of 1-405
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
1. The applicant shall follow the recommendations of HWA Geosciences, Inc. in the geotechnical report that will be
issued on the site;
2. The applicant shall provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the
Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater
Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits.
This condition shall be subject to the review and approval of the Development Services Division.
3. The applicant shall provide bank protection and revegetation as proposed by the applicant in the JARPA application
Outfall Plan and Cross Sections, except that more bioprotection, geotextile and plants shall be used and the amount
of rock shall be kept to the minimum amount necessary. The plantings shall include native trees. A plan shall be
submitted to the Development Services project manager at the time of submittal for construction permits.
4. The applicant shall follow the recommendations made in the Informal ESA Consultation (biological evaluation)
completed on June 20, 2006 by Gray & Osborne, Inc.
ERC Mitigation Measures Page 1 of 1
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
ADVISORY NOTES
APPLICATION NO(S): LUA06-061, CAR, ECF
APPLICANT: City of Renton -Surface Water Utility
PROJECT NAME: Renton Village Storm System Improvement Project
DESCRIPTION OF PROPOSAL: The City of Renton Surface Water Utility is requesting Environmental
(SEPA) Review, and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-inch stormwater
system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to
alleviate flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the
southeastern corner of the Thriftway store in Renton Village shopping center and run west, then south to a point
where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge point, damage
from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has
also applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
LOCATION OF PROPOSAL:
LEAD AGENCY:
South of 501 S Grady Way and north of 1-405
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
Advisory Notes to Applicant:
The following notes are supplemental information providedJn conjunction with the environmental determination.
Because these notes are provided as information only, they are not subject to the appeal process for
environmental determinations.
Planning
1. The project requires an exemption from the City stream regulations and must meet the condition of approval of the
critical areas exemption: Areas disturbed along the bank of Rolling Hills Creek shall be stabilized and revegetated
with native trees and plants such that habitat restoration is achieved at a ratio of 1: 1. The applicant shall submit a
copy of the plans illustrating how this will be achieved prior to project begin.
Site Improvements -Water
1. This project is not located in the Aquifer Protection Zone. This project site is located in the 196 Water Pressure
Zone. The static pressure is approximately 70 psi at street level.
2. This project is not required to install a watermain extension. The conceptual utility plan shows a watermain
relocation. The applicant shall submit the design of the waterlines proposed relocation for review and approval. This
project shall coordinate with the Water Department to insure that the watermains are protected.
Site Improvements -Sewer
1. A sanitary sewer main extension is not required for this project. This project shall coordinate with the Wastewater
Department to insure that the sewer system is protected.
Site Improvements -Streets
There is an 8" and an 18" sanitary sewer main located on the site.
1. This project will not be required to do any street improvements for this site.
2. This project will not be required to do any additional street lights for this site.
3. All trench restoration shall be per current City of Renton Trench Restoration and Overlay detail.
ERG Advisory Notes Page 1 of2
Site Improvements -Surface Water
There are existing storm drainage facilities on the site. Portions of the site are mapped as being in the FEMA 100-year
floodplain. There is existing flooding on the Renton Village property due to the presence of the FEMA 100-year floodplain
and insufficient conveyance capacity in existing storm systems on the Renton Village Shopping center area.
1. · The conceptual drainage plan is in order. A full plan review of the drainage plan and drainage report will be required
at the time of plan review submittal and plan review.
Site Improvements -General
1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City
of Renton drafting standards by a licensed Civil Engineer.
2. All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical
Control network.
3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection
of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000
but less than $200,000, and 3% of any1hing over $200,000. Half of the fee must be paid upon application for building
and construction permits, and the remainder when the permits are issued. There may be additional fees for water
service related expenses. See Drafting Standards.
Fire
1. Maintain emergency access at all times.
ERC Advisory Notes Page 2 of 2
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
APPLICATION NO(S): LUA06-061, CAR, ECF
APPLICANT: City of Renton -Surface Water Utility
PROJECT NAME: Renton Village Storm System Improvement Project
DESCRIPTION OF PROPOSAL: The City of Renton Surface Water Utility is requesting Environmental
(SEPA) Review, and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-inch stormwater
system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to
alleviate flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the
southeastern corner of the Thriftway store in Renton Village shopping center and run west, then south to a point
where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge point, damage
from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has
also applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
LOCATION OF PROPOSAL:
LEAD AGENCY:
South of 501 S Grady Way and north of 1-405
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
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 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified
during the environmental review process.
Appeals of the environmental determination must be filed In writing on or before 5:00 PM on August 14, 2006.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's
Office, (425) 430-6510.
PUBLICATION DATE:
DATE OF DECISION:
SIGNATURES:
)-
Terry Higashiyama, Administrator
Community Services
July 31, 2006
July 24, 2006
?ji-<;IC{
D te
Date
~ ... ~£L
arryRude, Interim Fire Chief
Fire Department
~Vk:\ AlexPietsch,Admini
EDNSP
ENVIRONMENT AL RE\'IEWCOMIIIIITTEE
MEETING NOTICE
July 24, 2006
To: Gregg Zimmerman, Planning/Building/Public Works Administrator
Terry Higashiyama, Community Services Administrator
From:
Miileting Date:
Time: ···
Larry Rude, Interim Fire Chief
Alex Pietsch, EDNSP Administrator
Jennifer Henning, Development Planning
Monday, July 24, 2006
3:00 PM
Sixth Floor Conference Room #620
Agenda listed below.
THE FOLLOWING IS A CONSENT AGENDA
Renton Village Storm System Improvement Proiect (Kinast/
LUAOS-061, ECF
The City of Renton Surface Water Utility is requesting Environmental (SEPA) Review, and a Critical Areas Exemption
for a proposal to replace an existing 42-and 48-inch stormwater system, classified in Renton as a class 3 stream,
with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate flooding problems. The replacement line
would be approx. 650 lineal ft., start at a point at the southeastern corner of the Thriftway store in Renton VIiiage
shopping center and run west, then south to a point where the culverted segment outfalls into the open channel of
Rolling Hills Creek. At the discharge point, damage from the old system would be repaired, and the banks would be
stabilized and revegetated. The applicant has also applied for a Critical Areas Exemption from the City and a JARPA
from the Army Corps of Engineers.
Renton Kia Dealership (Ding/
LUA06-066, SA-A, ECF
The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the construction
of a new 25,200 square foot Kia auto dealership on a 33,578 square foot parcel. The subject property is located
within the Commercial Arterial (CA) zone and within the Renton Automall Area A. Construction of the new dealership
will Include associated parking and landscaping improvements. The proposed dealership would be two stories in
height with an underground parking garage. Additional parking would be provided on along the eastern and western
property lines. The subject property Is located within a seismic hazard area.
cc: K. Keolker, Mayor
J. Covington, Chief Administrative Officer
EDNSP Director®
J. Gray. Fire Prevention
N. Watts, P/B/PW Development Services Director ®
F. Kaufman, Hearing Examiner
S. Engler, Fire Prevention ®
J. Medzegian. Council
P. Hahn, P/B/PW Transportation Systems Director
R. Lind, Economic Development
L Warren, City Attorney ®
STAFF
REPORT
A. BACKGROUND
ERG MEETING DATE
Project Name:
Owner/ Applicant:
Contact:
File Number:
Project Description:
Project Location:
Site Area:
RECOMMENDATION:
Project Location Map
City of Renton
Department of Planning I Building I Public Works
ENVIRONMENTAL REVIEW COMMITTEE
July 24, 2006
Renton Village Storm System Improvement Project
City of Renton -Surface Water Utility
Daniel Carey, Surface Water Utility
LUA-06-061, ECF, CAR Project Manager: Valerie Kinas!
The City of Renton Surface Water Utility is requesting Environmental (SEPA) Review,
and a Critical Areas Exemption for a proposal to replace an existing 42-and 48-inch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch
pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate flooding problems. The replacement
line would be approx. 650 lineal ft., start at a point at the southeastern corner of the
Thriftway store in Renton Village shopping center and run west, then south to a point
where the culverted segment outfalls into the open channel of Rolling Hills Creek. At
the discharge point, damage from the old system would be repaired, and the banks
would be stabilized and revegetated. The applicant has also applied for a Critical
Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
(Please see the next page for a more lengthy description.)
South of 501 S Grady Way and north of 1-405
Approx. 10 acres I 650 lineal feet Area of disturbance same as site area
Staff recommends that the Environmental Review Committee Issue a Determination of
Non-Significance -Mitigated (DNS-M).
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ERC Report
City of Renton P/8/PW Department En
Renton Village Storm System Imp . men! Project
REPORT OF JULY 24, 2006
mental Review Committee Staff Report
LUA-06-061 ECF, CAR
Page 2of 5
Project description: The applicant is proposing to construct a new stormwater drainage system in the Renton Village
Shopping Center to replace the existing 42-and 48-inch storm system. The purpose of the project is to increase the
capacity of the storm system so it is capable of carrying the peak flow from the 25-year, 24-hour storm without
flooding, and to replace the failing 48-inch corrugated metal pipe. The new storm system would be approximately 600
to 700 feet long and would consist of one large pipe (54-to 72-inches), two parallel pipes of equal or different sizes, a
box culvert (4 foot x 8 foot), or some combination of those systems and sizes.
The new storm system would be located in the southern portion of the Renton Village Shopping Center Complex.
It would start in the street on the east side of the Thriftway grocery store and run to the southwest into South
Renton Village Place, and the parking lot west of the One Renton Place Building. It would end at the open
channel along the south side of Renton Village at or near the existing storm system outfall.
The new storm system would be constructed in City ROW and permanent Utility Easements that have been
obtained from the private property owners. The new storm system would be constructed below ground and the
existing streets and parking lots will be restored at the end of construction. About 1400 to 2000 cubic yards of soil
could be excavated and replaced with backfill for construction. The contractor would supply backfill from a
licensed gravel pit or source. The contractor may want to place a temporary job trailer in one of the parking lots
during project construction.
The project site and adjacent properties are zoned CO and CA (Commercial Office, Commercial Arterial). The
project area is currently used as public and private streets, parking lots, and businesses. The private property
uses include an office building, shopping center, and cinema.
The project site is located in a Flood Hazard Area. Because the project is a flood hazard reduction measure it is
exempt from limitations of the critical areas flood regulations, and a Critical Areas Exemption for the project has been
granted.
The segment of the storm system that would be replaced is classified on the City of Renton Stream Map as a Class 3
stream. It is a segment of Rolling Hills Creek that is culverted and runs under parking lots. The culverted segment of
the creek discharges into an open channel, that continues on from there parallel to and very near to 1-405. As part of
the project, an approximately 30 ft. by 40 ft. area of the open stream bank would be disturbed in the area where the
culvert discharges into the open stream segment. Both the open segment of the stream and the culverted segment
are subject to a 75 ft. buffer. A critical areas exemption may be granted for projects that are being undertaken for
public flood hazard reduction. The applicant has requested and received a critical areas exemption in order to replace
the culvert in the stream and stream buffer area as a flood reduction measure.
8. RECOMMENDATION
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials
make the following Environmental Determination:
DETERMINATION OF
NON-SIGNIFICANCE
Issue DNS with 14 da A eat Period.
Issue DNS with 15 day Comment Period
with Concurrent 14 day Appeal Period.
C. MITIGATION MEASURES
XX DETERMINATION OF
NON· SIGNIFICANCE · MIT/GA TED.
Issue DNS-M with 15 day Comment Period
with Concurrent 14 day Appeal Period.
1. The applicant shall follow the recommendations of HWA Geosciences, Inc. in the geotechnical report that will
be issued on the site:
2. The applicant shall provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant
to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001
Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of
Construction permits. This condition shall be subject to the review and approval of the Development Services
Division.
ERC Report.doc
City of Renton PIB/PW Deparlment
Renton Village Storm System Imp
REPORT OF JULY 24, 2006
men! Project
En mental Review Committee Staff Report
LUA-06-061 ECF, CAR
Page 3 of 5
3. The applicant shall provide bank protection and revegetation as proposed by the applicant in the JARPA
application Outfall Plan and Cross Sections, except that more bioprotection, geotextile and plants shall be
used and the amount of rock shall be kept to the minimum amount necessary. The plantings shall include
native trees. A plan shall be submitted to the Development Services project manager at the time of submittal
for construction permits.
4. The applicant shall follow the recommendations made in the Informal ESA Consultation (biological evaluation)
completed on June 20, 2006 by Gray & Osborne, Inc.
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental
determination. Because these notes are provided as information only, they are not subject to the appeal
process for environmental determinations.
Planning
1. The project requires an exemption from the City stream regulations and must meet the condition of approval of the
critical areas exemption: Areas disturbed along the bank of Rolling Hills Creek shall be stabilized and revegetated with
native trees and plants such that habitat restoration is achieved at a ratio of 1 :1. The applicant shall submit a copy of
the plans illustrating how this will be achieved prior to project begin.
Site Improvements -Water
This project is not located in the Aquifer Protection Zone. This project site is located in the 196 Water Pressure Zone.
The static pressure is approximately 70 psi at street level.
1. This project is not required to install a watermain extension. The conceptual utility plan shows a watermain
relocation. The applicant shall submit the design of the waterlines proposed relocation for review and approval. This
project shall coordinate with the Water Department to insure that the watermains are protected.
Site Improvements -Sewer
1. A sanitary sewer main extension is not required for this project. This project shall coordinate with the Wastewater
Department to insure that the sewer system is protected.
Site Improvements -Streets
There is an 8" and an 18" sanitary sewer main located on the site.
1. This project will not be required to do any street improvements for this site.
2. This project will not be required to do any additional street lights for this site.
3. All trench restoration shall be per current City of Renton Trench Restoration and Overlay detail.
Site Improvements • Surface Water
There are existing storm drainage facilities on the site. Portions of the site are mapped as being in the FEMA 100-
year floodplain. There is existing flooding on the Renton Village property due to the presence of the FEMA 100-year
floodplain and insufficient conveyance capacity in existing storm systems on the Renton Village Shopping center area.
1. The conceptual drainage plan is in order. A full plan review of the drainage plan and drainage report will be
required at the time of plan review submittal and plan review.
Site Improvements -General
1. All required utility, drainage and street improvements will require separate plan submittals prepared according to
City of Renton drafting standards by a licensed Civil Engineer.
2. All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical
Control network.
3. Permit application must include an itemized cost estimate for these improvements. The fee for review and
inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over
$100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application
for building and construction permits, and the remainder when the permits are issued. There may be additional fees
for water service related expenses. See Drafting Standards.
Fire
1. Maintain emeraencv access at all times.
ERG Report.doc
City of Renton P/BIPW Department
Renton Village Storm System Imp
REPORT OF JULY 24, 2006
men! Project
D. ENVIRONMENTAL IMPACTS
En mental Review Committee Staff Report
LUA-06-061 ECF, CAR
Page 4 of 5
In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those
project impacts that are not adequately addressed under existing development standards and environmental
regulations.
1. Earth
Impacts: The site is located in an area of seismic hazard. The applicant has consulted with a geotechnical engineer
as to the soils and possible measures to reduce risks that may be associated with constructing a replacement storm
water system in this area. The geotechnical engineering consultants HWA Geosciences completed borings in June
and will be making recommendations in a geotechnical report that has not yet been issued. Staff recommends that
the applicant be required to follow the recommendations of the geotechnical consultant.
Areas around the outfall of the culvert, where the flow discharges into the open segment of the stream, would be
disturbed for construction. Also, the excavating necessary for the project has the potential of causing erosion and
sedimentation impacts to the creek. In the SEPA checklist, the applicant explains that in order to avoid erosion and
sedimentation, the water would be diverted around the work area and erosion control measures would be undertaken.
Staff recommends as a mitigation measure, that the applicant be required to provide an erosion control plan according
to the Washington State Department of Ecology manual.
The banks of the open channel, where the outfall discharges, would be disturbed by replacement of the culvert. This
area would require measures to ensure slope stability. It would need to be revegetated, and protective materials
should be installed that would provide interim slope stability until the plants mature. In design drawings created for
the project's JARPA application (attachment), the applicant proposes using rock, geotextile, and plantings to create
slope stability around the outfall. Comments were received from the Muckleshoot tribe representative, on the design
of the stabilization measures, in particular, the large amount of rock being used, and whether the applicant would be
replanting trees. The applicant has stated that more bioprotection would be provided and a more detailed planting
plan would be provided as the project proceeds. Staff recommends as a mitigation measure, that the applicant
provide bank protection and revegetation as proposed in the JARPA application Outfall Plan and Cross Sections,
except that more bioprotection, geotextile and plants shall be used and the amount of rock shall be kept to the
minimum amount necessary.
Mitigation Measures:
1. The applicant shall follow the recommendations of HWA Geosciences, Inc. in the geotechnical report that will
be issued on the site.
2. The applicant shall provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed
pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II
of the 2001 Slormwater Management Manual and provide staff with a Construction Mitigation Plan prior to
issuance of Construction permits. This condition shall be subject to the review and approval of the
Development Services Division.
3. The applicant shall provide bank protection and revegetation as proposed by the applicant in the JARPA
application Outfall Plan and Cross Sections, except that more bioprotection, geotextile and plants shall be
used and the amount of rock shall be kept to the minimum amount necessary. The plantings shall include
native trees. A bank protection and revegetation plan shall be submitted to the Development Services project
manager at the time of submittal for construction permits.
Policy Nexus: N/A
2. Water
Impacts: The impacts to Rolling Hills Creek would be positive. The capacity for water flow in the culverted section of
Rolling Hills Creek would be increased, which would reduce the flooding that has been occurring in the area. In the
area where the culverted segment outfalls into the open channel of the stream, erosion has occurred during times of
high water flow. The existing culvert outlet is damaged and would be replaced with a new system that would provide
energy dissipation at the pipe outlet. The new design would also redirect the water flow at the pipe outlet, aligning it
more closely with the existing channel to reduce erosion that is occurring on the south bank of the creek, opposite the
culvert discharge. Thus, the impacts to the stream and to the water system in the area would be positive.
ERC Report.doc
City of Renton PIBIPW Department
Renton Village Storm System Im
REPORT OF JULY 24, 2006
ement Project
Mitigation Measures: No mitigation is recommended.
Policy Nexus: N/A
3. Plants
E nmental Review Committee Staff Report
LUA-06-061 ECF, CAR
Page 5 of 5
Impacts: Most of the project area is paved, but a section of approximately 30 ft. by 40 ft. of the project area is
vegetated. The plants along the stream bank include grasses, Himalayan blackberry, red-osier dogwood, and small
trees, including cottonwood, and red alder. The vegetation is not mature. The area that would be disturbed to
construct the replacement culvert is proposed to be replanted when the outfall has been completed. Under the Earth
section above, staff recommends that a bank stabilization plan, which would include a replanting plan, be submitted to
Development Services with the application for construction permits. In this way, staff can assure that impacts to
plants are mitigated.
Mitigation Measures: No further mitigation recommended.
Policy Nexus: N/A
4. Animals
Impacts: The submitted Informal ESA Consultation (biological evaluation) completed on June 20, 2006 by Gray &
Osborne, Inc. states that Larry Fisher of the Department of Fish and Wildlife reports salmon ascending the creek
system to the lower end of the Renton Village parking lot, but not to the point where the culvert would be
replaced. Although fish are not likely present directly in the area of work, they could be affected by erosion and
sedimentation as a result of the culvert replacement. The above recommended mitigation measures would
address this possible impact. The biological evaluation recommends measures to assure that the stream and
possible downstream fish are not impacted by construction, including equipping construction vehicles with spill
containment kits and rerouting traffic in a way that would avoid spills that could impact the creek. Staff
recommends that the applicant be required to follow the recommendations made in the Informal ESA Consultation
report.
Mitigation Measures: The applicant shall follow the recommendations made in the Informal ESA Consultation
(biological evaluation) completed on June 20, 2006 by Gray & Osborne, Inc.
Policy Nexus: SEPA
E. COMMENTS OF REVIEWING DEPARTMENTS
The proposal has been circulated to City Departmental I Divisional Reviewers for their review. There were no
comments by City Reviewers. Where applicable, these comments have been incorporated into the text of this
report as Mitigation Measures and/or Notes to Applicant .
...lL_ Copies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
Environmental Determination Appeal Process Appeals of the environmental determination must be
filed In writing on or before 5:00 PM on August 14, 2006. Appeals must be filed in writing together with the
required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information
regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510.
Attachments: Reductions of Project Plans
Critical Areas Exemption
ERC Report
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City has Easeme for Storm Syste
RVA Office LLC
Renton Village M mt Co.
520 Pike St, Suite 1500
Seattle, WA 9810
Ex. Parking Lot
Existing Stonn ----1
Pipes ~\\
I ~
I Ex. Parking Lot 1
Or)nary High Water
Li~e (approx.)
I
Rolling Hills Creek
PROJECT SITE LATITUDE: 47• 28' 8"
LONGITUDE: 122° 12' 42"
Datum: NAVO 1988
~PLAN VIEW
Thriftway Grocery Store
Existing Stonn
Pipes
City has Easement for Storm S stem I/ d:-.-,,.;-RVA Center LLC
Renton Village Mgmt Co.
520 Pike St, Suite 1500
Seattle, WA 98101
/
o-jj[iJV Ex. Parking Lot
South Renton
Village PL
<r'
/
Proposed Replacement
,,, ? / Storm System
/ One Renton Place
Ex. Parking Lot
City has Easement for Ston n Sy .
Renton Properties UC
HAL Real Estate
2025 First Ave, Suite 700
Seattle, WA 98121 r Replace Existing Outfall With New Outfall.
/ \ Install Bank . ro:ion and Revegetate.
\-405
t
NORTH
Existing Stonn
Pipes
0 50 100
SCALE 1" = 100 FT
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
Applicant: City of Renton
Reference #:
Replace a Failing Storm System, including
Rebuilding the Outfall to the Creek
Location: Renton Village Shopping Center
555 S Renton Village Place
Renton, King County, Washington, 98055
Waterway: Rolling Hills Creek
Sec. 19 T. 23 N R. 5 E
Prepared: June 2006
Sheet4 of7
REMOVE OLD CMP PIPE
AND TEMPORARY RIP-RAP
C T~LL PLAN VIEW
~--··-
RESTORE PARKING LDT --I.W1L------!-~
TD ORIGINAL CURB LINE
BANK
PROTECTION
SEE DETAIL
PROJECT SITE LATITUDE: 47" 28' 8"
LONGITUDE: 122' 12' 42"
Datum: NAVO 1988
J-HDDK
SEE DETAIL
CROSS-SECTIONS
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
Replace a Failing Storm System, including
Rebuilding the Outfall to the Creek
Location: Renton Village Shopping Center
555 S Renton Village Place
Renton, King County, Washington, 98055
\
t 0
ORDINARY HIGH
'w'ATER LINE
(o.ppx.)
5 10
NORTH SCALE 1" = 10 FT
Applicant: City of Renton
Reference #:
Waterway: Rolling Hills Creek
Sec.19 T. 23 N R. 5E
Prepared: June 2006
Sheet 5 of?
GEDTEXTILE ',/RAPPED ---,
MATTRESSES 1'-1.5' THICK
4' MIN. BANK EMBEDMENT
LIVE BRANCH BUNDLES
6' THICK, 5' MIN. BANK
EMBANKMENT
ORDINARY HIGH
\,/ATER MARK ~
TOE OF BANK
ELEVATION VARIES 2 --=-----::
11
BANK PROTECTION
CROSS SECTION
TOP OF BANK
EL. VARIES
·LIVE STAKES
4' MIN. LENGTH
ALL DISTURBED AREAS SHALL BE
SEEDED 1,/ITH NATIVE GRASSES
6' NATIVE
TOPSOIL FILL
STAKED GEDTEXTILE
'---'----NATIVE TOPSOIL BACKFILL
BALLAST BACKFILL
l' MIN. THICKNESS
CREEK BANK IIEGR.~ AND 1REA 1MEHT
TYPICAL SECTION
SCALE• NlT TO SCALE
TOP OF BANK
EL. VARIES
ORDINARY HIGH
',/ATER MARK
TOE OF BANK
ELEVATION VARIES
2 11
LIVE STAKES
4' MIN. LENGTH
ALL DISTURBED AREAS SHALL BE
SEEDED 1,/lTH NATIVE GRASSES
6' NATIVE
TOPSOIL FILL
STAKED GEOTEXTILE
~~--NATIVE TOPSOIL BACKFILL
BALLAST BACKFILL
l' MIN. THICKNESS
.HfOOK CQolNEC11QH TO CREEK BANK
TYPICAL SECTION
SCALE• NOT TO SCALE
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
Replace a Failing Storm System, including
Rebuilding the Outfall to the Creek
Location: Renton Village Shopping Center
555 S Renton Village Place
Renton, King County, Washington, 98055
Applicant: City of Renton
Reference #:
Waterway: Rolling Hills Creek
Sec. 19 T. 23 N R. 5 E
PROJECT SITE LATITUDE: 47° 28' 8"
LONGITUDE: 122° 12' 42"
Prepared: June 2006
Sheet 7 of7
CITY OF RENTON
EXEMPTION
FROM CRITICAL AREAS REGULATIONS
DATE:
LAND USE FILE NO.:
PROJECT NAME:
OWNER:
Applicant:
PROJECT MANAGER:
PROJECT LOCATION:
July 20, 2006
LUA-06-061, SME, ECF
Renton Village Storm System Improvement Project
City of Renton
Daniel Carey, Surface Water Utility, City of Renton
Valerie Kinast, Associate Planner
South of 501 S Grady Way and north of 1-405
PROPOSAL: The City of Renton Surface Water Utility is requesting a Critical
Areas Exemption for a proposal to replace an existing 42-and 48-inch stormwater system, classified in
Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the
southeastern corner of the Thriftway store in the Renton Village shopping center and run west, then south
to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the
discharge point, damage from the old system would be repaired, and the banks would be stabilized and
revegetated. The applicant has also applied for a Critical Areas Exemption from the City and a JARPA
from the Army Corps of Engineers.
CRITICAL AREA: Rolling Hills Creek, Flood Hazard Area
EXEMPTION JUSTIFICATION: Pursuant to RMC 4-3-050C5d Surface Water of the Critical
Areas Regulations an exemption is hereby granted for the following reason(s):
X iii. Flood Hazard Reduction: Implementation of public flood hazard reduction and
public surface water projects. where habitat enhancement and restoration at a 1: 1
ratio are provided, and appropriate Federal and/or State authorization has been
received.
FINDINGS: The proposed development is consistent with the following findings pursuant to
RMC section 4-3-050.C.4:
1. The activity is not prohibited by this or any other chapter of the RMC or state or federal
law or regulation;
2. The activity will be conducted using best management practices as specified by industry
standards or applicable Federal agencies or scientific principles; and,
H:\Division.s\Develop.ser\Dev&plan.ing\PROJECTS\06·061.Valerie\Critical Area Exemption.doc Page 1 of 2
3. Impacts will be minimized and disturbed areas will be immediately restored, if submitted
plans are followed and the conditions of approval of this exemption are met.
4. Where water body or buffer disturbance occurs during construction or other activities in
accordance with this exemption, the site will be revegetated with native vegetation as is
required in the Environmental Determination of Non-significance -Mitigated and the by
the condition of this Critical Areas Exemption.
DECISION: An exemption from the critical areas streams and flood hazard regulations is
approved for the Renton Village Storm System Improvement Project subject to the following
conditions:
1. The applicant shall provide the City with a detailed planting plan for the area of
disturbance around the culvert outfall. The plan must be submitted prior to or with the
application for construction permit review and is subject to the approval of the
Development Services project manager.
SIGNATURE:
1Ve/!f)A, 1c
Gregg Zimmerman, Administralo, I ' date
Planning/Building/Public Works Department
EXPIRATION: Five (5) years from the date of approval (signature date).
H:\Division.s\Oevelop.ser\Dev&plan.ing\PROJECTS\06~061.Valerie\Critical Area Exemption.doc Page 2 012
Valerie Kinast -Muckleshoot questio ___ o _____ e Renton Village Storm System
From: Valerie Kinast
To: carey, Daniel
Date: 07/14/2006 10:08 AM
Subject: Muckleshoot questions on the Renton Village Storm System
Dan,
The Muckleshoots have some questions about the project. Could you address them?
Valerie
Valerie Kinast
City of Renton -Development Services
1055 South Grady Way
Renton, Washington 98055
Phone: (425) 430-7270
Fax: (425) 430-7231
e-mail: vkinast@ci.renton.wa.us
file://C:\Documents%20and%20Settings\nweil\Local%20Settings\Temp\GW}00002.HTM
Page 1 of 1
07/14/2006
Valerie Kinas! -Renton Village Storm Sys! ovement Project-Notice of Applicatio
Page 1 of 1
oposed Determination of Non-
Significance-Mitigated (MDNS) LUA06-061, ECF
From: "Karen Walter" <Karen.Walter@muckleshoot.nsn.us>
To: 11 Valerie Kinast 11 <VK.inast@ci.renton.wa.us>
Date: 07/14/2006 9:56 AM
Subject: Renton Village Storm System Improvement Project-Notice of Application and Proposed Determination ofNon-Significance-
Mitigated (MONS) LUA06-061, ECF
Valerie,
The Muckleshoot Indian Tribe Fisheries Division has reviewed the proposed MONS; the environmental checklist; the Biological
Evaluation (dated June 20, 2006); the Wetland Delineation and Reconnaissance Report (dated May 2006) for the above referenced
project. Thank you for sending the Critical Areas Study and Plan and Biological Assessment in a timely fashion.
Based on our review of the information we received, we have some questions about this project.
1. Will there be any improvements to the amount of stormwater detained and treated as part of this proposal? If not, were these
considered as a way to address the peak flow conveyance problem?
2. What information and data was used to determine the water typing/classification of Rolling Hills Creek?
3. Where is the segment where the culvert is being replaced? Is the damaged 48" culvert the storm system outlet culvert or the
culvert downstream to the west? How was the water typing/classification of this segment determined?
4. How was the 10-20 cubic yard of rock needed for the new outfall determined? If this amount is correct, how much of the
streambank of Rolling Hills Creek will be covered in rock?
5. Why does the project propose to divert the stream? Is the storm system conveying the stream and stormwater? If so, why
doesn't the project include a proposal to separate the stream from the stormwater system?
6. Exactly how may trees of which species will be removed to construct the new outfall (this area is defined as a 40' x 30' area
in the BE)? What is the size of these trees?
7. What is the specific mitigation proposed for removing any trees and placing riprap along Rolling Hills Creek? I was unable to
find a planting plan and map in the packet of information we received.
We may have additional questions once we have received more information and will likely have comments as well.
We look forward getting a response to the questions above to assist us in our evaluation of this proposal. Please call me at 253-
876-3116 or send a reply if you have any questions.
Thank you,
Karen Walter
Watershed and Land Use Team Leader
MITFD
file://C:\Documents%20and%20Settings\nweil\Loca1 %20Settings\ Temp\GW} 0000 l .HTM 07/14/2006
'
DATE:
TO:
FROM:
SUBJECT:
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
July 7, 2006
Valerie Kinas!
Amela Henninger X7298
RENTON VILLAGE STORM IMPROVEMENT
APPLICATION
LUA 06-061
SOUTH OF 501 S GRADY WAY
I have completed my review on this application located in Section 19, Township 23N, Range
5E and have the following comments.
Existing
• Water --This project is not located in the Aquifer Protection Zone. This project site is
located in the 196 Water Pressure Zone. The static pressure is approximately 70 psi at
street level.
• Sanitary --There is an 8" and an 18" sanitary sewer main located on the site.
• Storm --There are existing storm drainage facilities on the site. Portions of the site are
mapped as being in the FEMA 100-year floodplain. There is existing flooding on the
Renton Village property due to the presence of the FEMA 100-year floodplain and
insufficient conveyance capacity in existing stonn systems on the Renton Village
Shopping center area.
Requirements:
Water:
• This project is not required to install a watermain extension. The conceptual utility plan
shows a watermain relocation. The applicant shall submit the design of the waterlines
proposed relocation for review and approval. This project shall coordinate with the
Water Department to insure that the watermains are protected.
Sanitary Sewer:
• A sanitary sewer main extension is not required for this project. This project shall
coordinate with the Wastewater Department to insure that the sewer system is
protected.
,
Renton Village Storm Improv
SW Grady Way
Street Improvements:
t Application
• This project will not be required to do any street improvements for this site.
• This project will not be required to do any additional street lights for this site.
• All trench restoration shall be per current City of Renton Trench Restoration and Overlay
detail.
Storm Drainage:
• The conceptual drainage plan is in order. A full plan review of the drainage plan and
drainage report will be required at the time of plan review submittal and plan review.
General:
• All required utility, drainage and street improvements will require separate plan
submittals prepared according to City of Renton drafting standards by a licensed Civil
Engineer.
• All civil engineering plans shall be tied into a minimum of two of the City of Renton
current Horizontal and Vertical Control network.
• Permit application must include an itemized cost estimate for these improvements. The
fee for review and inspection of these improvements is 5% of the first $100,000 of the
estimated construction costs; 4% of anything over $100,000 but less than $200,000, and
3% of anything over $200,000. Half of the fee must be paid upon application for building
and construction permits, and the remainder when the permits are issued. There may
be additional fees for water service related expenses. See Drafting Standards.
cc: Ka)'Ten K.
H:\Division.s\Develop.ser\Dev&plan .ing\PROJECTS\06-06 l _ Valerie\RENTONVILLAGCIS TORJ\.fGFPR.doc\cor
City enton Department of Planning I Building I Pu Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: COMMENTS DUE: JULY 14, 2006
APPLICATION NO: LUA06-061, ECF DATE CIRCULATED: JUNE 29, 2006
APPLICANT: Ci of Renton Surface Water Utili PROJECT MANAGER: Valerie Kinas!
PROJECT TITLE: Renton Viii e Storm S stem Im rovement Pro·ect PLAN REVIEW: Ka en Kittrick
SITE AREA: .50 acres
LOCATION: South of 501 S Grady Way & north of 1-405 I WORK ORDER NO: 77495
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stonnwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Anny Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element ofthe Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major lnfonnatlon
Impacts Impacts Necessary
Earth Housinn
Air Aesthetics
Water 1 U"JhVGlare
Plants Recreation
Land/Shoreline Use Utilities
Animals Trans ation
Environmental Health Public Services
Energy! Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000Feet
14,000Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional i rmation is needed to properly assess this proposal. Lt , l.,O O lti
Date~~ I
City ____ en ton Department of Planning I Building IP, _ Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: COMMENTS DUE: JULY 14, 2006
DATE CIRCULATED: JUNE 29, 2006
APPLICANT: Ci of Renton Surface Water Utili PROJECT MANAGER: Valerie Kinast VIIYurnc•~IV"
PROJECT TITLE: Renton Villa e Stenn S stem Im rovement Pro-eel PLAN REVIEW: Ka n Kittrick
SITE AREA: .50 acres BUILDING AREA ross : 650 lineal feeJU N 9 2006
LOCATION: South of 501 S Grady Way & north of 1-405 I WORK ORDER NO: 77495 Bllll DING DIVISION
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stonmwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-11. x 8 fl. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal fl., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Anmy Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor MaJor Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housi
Au Aesthetics
Water 1 inht/G/ara
Plants Recreation
Land/Shoreline Use Utilities
Animals Trans ation
Environmental Health Public Services
Energy/ Historic/CuHural
Natural Resources Preservation
Airport Environment
10,000Feet
14 OOOFeet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional Information is neede pro y assess this proposal.
Signature of Director or Authorized Representative
/J -1..,D o.J.,
J
City __ .. enton DepartmentofP/anning/Building/P ___ Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: 5\..J.,r COMMENTS DUE: JULY 14, 2006
APPLICATION NO: LUA06-061, ECF DATE CIRCULATED: JUNE 29, 2006
APPLICANT: Ci of Renton Surface Water Utili PROJECT MANAGER: Valerie Kinas!
PLAN REVIEW: Ka ren Kittrick
SITE AREA: .50 acres BUILDING AREA ross : 650 lineal feet
LOCATION: South of 501 S Grad Wa & north of 1-405 WORK ORDER NO: 77495
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Emflronment Minor Major Jnformatlon
Impacts Impacts Necessary Impacts Impacts Necessary
Earlh HouSi
Air Aesthetics
Water ';,..hVGlare
Plants Recreation
Land/Shoreline Use Utilities
Animals Tran.cnnrration
Environmental Health Public Services
Energy/ Historlc/Cuftural
Natural Resources Preservation
Airporl Environment
10,000Feet
14 ODO Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
City enton Department of Planning I Building IP, Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: C•11 COMMENTS DUE: JULY 14, 2006
APPLICATION NO: LUA06-061, ECF DATE CIRCULATED: JUNE 29, 2006
APPLICANT: Ci of Renton Surface Water Utili PROJECT MANAGER: Valerie Kinast
PROJECT TITLE: Renton Villa Stonn S stem Im rovement Pro·ect PLAN REVIEW: Ka n Kittrick
SITE AREA: .50 acres BUILDING AREA ross : 650 lineal feet
LOCATION: South of 501 S Grady Way & north of 1-405 I WORK ORDER NO: 77495 BUILDING DIVISION
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48~nch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS
Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Earlh Housina
Ai,-Aesthetics
Water LJ I/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Trans at/on
Environmental Health Public Services
Energy! Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POUCY-RELA TED COMMENTS
C. CODE-RELATED COMMENTS
We have r, viewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas w: additional infonnation is needed to properly assess this proposal.
<
Date
City . enton Department of Planning I Building I Pu Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: {vay-/,s:z COMMENTS DUE: JULY 14, 2006
APPLICATION NO: LUA06-061, ECF DATE CIRCULATED: JUNE 29, 2006
APPLICANT: Citv of Renton Surface Water Utilitv PROJECT MANAGER: Valerie Kinas!
PROJECT TITLE: Renton Villane Stonn Svstem lmnrovement Pro;ect PLAN REVIEW: Kavren Kittrick
SITE AREA: .50 acres BUILDING AREA fnrossl: 650 lineal feet
LOCATION: South of 501 S Grady Way & north of 1-405 I WORK ORDER NO: 77495
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stormwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-ft. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Army Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Hous/n"'
Air Aesthetics
Water U"'"'t/G/are
Plants Recreation
Land/Shoreline Use Utilities
Animals Trans ·oo
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000Feet
14,000Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS
~Cv(.,R__ ~~c:,.,4J lo ~h
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
Signaef.l~t,1~ Date
City _ ... en ton Department of Planning I Building IP, Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: COMMENTS DUE: JUL , 42000 ---· -·-----
APPLICATION NO: LUA06-061, ECF DATE CIRCULATED: JUN 29,
• i ' ,::.-, CJ
APPLICANT: Ci of Renton Surface Water Utili PROJECT MANAGER: Valerie K
SITE AREA: .50 acres ____ j
LOCATION: South of 501 S Grad Wa & north of 1-405 WORK ORDER NO: 77495-----~--
SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review for a proposal to replace an existing 42-and 48-inch
stonnwater system, classified in Renton as a class 3 stream, with 42-and/or 72-inch pipes and/or a 4-11. x 8 ft. box culvert, to alleviate
flooding problems. The replacement line would be approx. 650 lineal ft., start at a point at the southeastern comer of Thriftway and
run west, then south to a point where the culverted segment outfalls into the open channel of Rolling Hills Creek. At the discharge
point, damage from the old system would be repaired, and the banks would be stabilized and revegetated. The applicant has also
applied for a Critical Areas Exemption from the City and a JARPA from the Anny Corps of Engineers.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable Mon, Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major lnfonnatlon
Impacts Impacts Necessary
Earth Housinn
Air Aesthetics
Waler Li"'"'t/Glare
Plants Recreation
Land/Shore/fne Use Utilities
Animals Trans"""'ation
Environmental Heanh Public Services
Energy! Historic/Cuttural
Natural Resources PreS91Vation
Airport Environment
10,000 Feet
14,000Feet
B. POL/CY-RELATED COMMENTS
IJA
~ ~
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NON-SIGNIFICANCE-MITIGATED (DNS-M)
DATE:
LAND USE NUMBER:
PROJECT NAME:
June 29, 2008
LUA06-0fl1, ECF
Renton V1Uage Storm System Improvement Project
PROJECT DESCRIPTION: The applicant is n,quesla'lg EnvJOnmental Review for a proposal to replace an
eldlllng-42-and 48-lnch stormwater system, clasalfied In Renton as a clan 3 &tRlam, with 42· andlor 72-inch pipes and/or
1 4-lt x 8 rt. boX cutvart, to alleviate flooding problems. Th11111plaoement ~ne would be approx. 650 lineal ft., s1art at a point
at tilt southeastern comer of Tllrirtway and run west, then south to a point where tile culvened segment outfalls into the
open channel of Rolllng HIDs Creek. At the discharge point, damage from th& old system would be repaired. ,md the banks
would be stablltzed and ravegeta1ed. The applicant has also applied for a Crllk:al Areas Exemptkm from the C,ty and a
.!ARPA from Iha Army Ca,p1 ot EngineenJ.
PROJECT LOCATION: Souttl ol 501 S Grady Way end north of 140!i
OPTIONAL DETERMINATION OF NON.SIGNIFICANCE, MmGAT!D (ONS-M): As the Lead Agency, the City of RenlM
hat determined the\ ,~nlllcant environmental i'npacts are unlik&ly ta result from the prQposed proJect Therefore, as
permitted under the RCW 43.21C.110, the City of Renton Is usiig 1h11 Optional ONS.M PfOC68S to give notice that a DNS-
M Ill likely to be l•ued. Comment periods for the projecl end 1he prop()Slld DNs-M are Integrated ioto a single oommen1
peflod. There wrn be no comment period fallowing lhe issuance of the Thl'IIShold Determination c,f Non-S1gn~1canc1r
Mitigated (DNS-M). A 14-day appeal period will fallowlhll Issuance of the DNS-M.
PERMIT APPLICATION DAT!:
NOTICE OF COMPLETE APPLICATION:
May 30,2008
June 29, 2000
APPLICANT/PROJECT CONTACT PERSON: Daniel Carey, City of Ranton Surfae. W1t,r Utility;
T,I: (425) 430-7293: Eml: dcaray(lclnnton.u.
hmllta/Rrillw Requnted:
OtMf ,P.rrnlts which ray be ~ulrad:
Ritquntad studlas: I
Loc;atlcm when, •PPl~lon m11y
II, revfrnd:
PUBLIC HEARING:
CONSISTENCY OVERVIEW:
Zcmlng.ll.lnd UH:
EnYlronmental Documents lh•t
Ev1lu1ta ltlt Propoud Project:
Oll'fflopmant Regulallon•
Up!! For Projeot Mlllgulon:
Envlrorlmental (SEPAi Rtvl-,
Crltlcal Areu Ex•mptlOfl, Con,tru..tlon Pwmh
SEPA Challllt. Stte1m/W1tland Sludy, Blologlcel AnHsmant
Pl1nnlng/8ulldlng/Publlc Workl Dtp1rtm•nt. Developm1nt Servlcn
DM•lon, Sixth Floor Ft.nton City Hill, 10ft Soulh Grady Way, Renton, WA
98055
NIA
The 1ubjecl Sile Is clfflgnallld Commercial Armrial (CA) on the City of Renton
ComprehensW. Lancl UN Map and Commercial (CO) on 1he City's Zoning Map
Envtonmental (SEPA) Chlldlli151
~ prtljec:t will be subject to the Clty's SEPA ordinance. Critical Areas
Regulation& and other applic;able code$ and regulations as apprnpriate
Propoud Mhlg•tion Mueuree; The following Mitigation Measure11 will llkell' be imposed on the prcpbled prcject
These n,commerded Mitigation M1111$UIM address prtljec:t lmpacta not covered ! by e~ng codes and regullltlone as cited above.
• Th& applbmt t be raqu/red Jo provide &rosion control 11S propOMd in th& SEPA ~/st;
• Th& applic&nt ;g be f$Qu/red to provide benk probicilon end rllYegetat/oJI as fJFOPOS8d by the applicant 1n Ille
JARPA applJc8tion Outfall Plan and Ol::Ls$ S6C/ion.s.
Commerits on the above application muat be submitted In wntlng to Valerle Klnast, Assodele Planner, Oavelopment
Se,vices Division, 1055 South Grady W(fj, Re11ton, WA 98055, by 5:00 PM on July 14. 2006. II ~ou tlavto qu89tions about
this proposal, or wish to be made a pany of n,cord arn:l l'&tt!Mt addltlooal notifieetion by mai, contact the Project Manegtt
Anyone who 1ubmlts wrttllln comments will automaticalll' beoome II piir,y of record arn:l lril be notifi&d of any decision on
this prcject
CONTACT PERSON: Valerie Klnaat, Auoclate Planner; Tel: (425) 430-7270;
Eml: vklnaat@cl.renlon.an
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
If you would like to be made a party of record to receive further information on this proposed project, complete
this fOl'TTl and return to: Cily of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055.
Name/FIie No.: Rankin Village Storm Syslflm lmprov&m&lrt Project/lUA06-061, ECF
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
CERTIFICATION
I, {&,(ei[ J::i h/.t/fhereby certify that 3 copies of the above document
were posted by me in c? conspicuous places or nearby the described property on
-----=-'
DATE: p,y-L Zf4 Z@& SIGNED: !;f,.2/v /u~
ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in
-
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 29th day of June, 2006, I deposited in the mails of the United States, a sealed envelope
containing Acceptance Memo, NOA, Environmental Checklist, PMT's, Biological Assessment, &
Wetland Delineation Report documents. This information was sent to:
.
Name RaDFasaritiRB
Agencies -NOA, Env. Checklist & PMT's See Attached
WSDOT -NOA only State Agency
Karen Walter, Muckleshoot -sent Biological State Agency Assessment & Wetland Delineation Report
Surrounding Property Owners -NOA only See Attached
Daniel Carey, City of Renton -Surface Water Owner/Applicant/Contact Utility -Accpt. Memo
(Signature of Sender):
7
~ \, ... :J({(}tpv
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
I certify that I know or have satisfactory evidence that Stacy Tucker
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and
purposes mentioned in the instrument.
Dated: lr3o ·Ole
Notary Putilic in and for Sate of Washington
Notary (Print):_..,l::\..=..nu)..<../-.,_,H"-C' ...1.c _ _.L"'-'ly'""'nu..,.0..,___1::lus..ow9--9-=· LIY'£-lL-"'"-'O'-'--------
My appointment expires: ;;i ~ \ q -1 D
Project Name: Renton Village Storm System Improvement Project
Project Number: LUA06-061, ECF
template -affidavit of service by mailing
Dept. of Ecology •
Environmental Review Section
PO Box47703
Olympia, WA 98504-7703
WSDOT Northwest Region •
Attn: Ramin Pazooki
King Area Dev. Serv., MS-240
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
Jamey Taylor •
Depart. of Natural Resources
PO Box 47015
Olvmoia, WA 98504-7015
KC Dev. & Environmental Serv.
Attn: SEPA Section
900 Oakesdale Ave. SW
Renton, WA 98055-1219
Metro Transit
Senior Environmental Planner
Gary Kriedt
AGENCY (DOE) LETTER MAILING
(ERC DETERMINATIONS)
WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept. •
c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer
3190 1601h Ave SE 39015 -172"' Avenue SE
Bellevue, WA 98008 Auburn, WA 98092
Duwamish Tribal Office• Muckleshoot Cultural Resources Program •
4717 W Marginal Way SW Attn: Ms Melissa Calvert
Seattle, WA 98106-1514 39015 172"' Avenue SE
Auburn, WA 98092-9763
KC Wastewater Treatment Division • Office of Archaeology & Historic
Environmental Planning Supervisor Preservation'*
Ms. Shirley Marroquin Attn: Stephanie Kramer
201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98104-3855 Olvmoia, WA 98504-8343
City of Newcastle City of Kent
Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
Director of Community Development Acting Community Dev. Director
13020 SE 72"' Place 220 Fourth Avenue South
Newcastle. WA 98059 Kent, WA 98032-5895
Puget Sound Energy City of Tukwila
Municipal Liason Manager Steve Lancaster, Responsible Official
Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
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 of the checklist, PMT's, and the notice of application. •
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
•
723160013501
ABENOJAR OSCAR E+VIVIAN A
412 S 14TH ST
RENTON WA 98055
723160017007
MCFALL EARNETI
TAX TITLE CONT 16686
PO BOX 25675
SEATILE WA 98125
723200001003
RVA CINEMA LLC
C/0 SANDORFFY M & CO
520 PIKE ST #1500
SEATILE WA 98101
723160059504
BOEING COMPANY THE
100 N RIVERSIDE M/C 5003-4027
CHICAGO IL 60606
723160014004
NGO TUYEN
418 S 14TH ST
RENTON WA 98055
723160002009
WHITING DARREN
1320 SHATIUCK AV S
RENTON WA 98055
723160031503
KING COUNTY
500 KC ADMIN BLDG
500 4TH AV
SEATILE WA 98104
723160054299
RENTON PROPERTIES LLC
C/0 JSH PROPERTIES
(lp,,t4' r
Sf«,k <lj£i'lCJ<',
u.:i~\X)t-
ukz.•11 Ol,,
555 S RENTON VILLAGE PL #100
RENTON WA 98055
~y
o"~~ .!m
·~ +
~;Nif9~
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NON-SIGNIFICANCE-MITIGATED (DNS-M)
DATE:
LAND USE NUMBER:
PROJECT NAME:
June 29, 2006
LUA06-061, ECF
Renton Village Storm System Improvement Project
PROJECT DESCRIPTION: The applicant is requesting Environmental Review for a proposal to replace an
existing 42-and 48--inch stormwater system, dassified in Renton as a dass 3 stream, with 42· and/or 72-inch pipes and/or
a 4-ft. x 8 ft. box culvert, to alleviate flooding problems. The replacement line would be approx. 650 Oneal ft., start at a point
at the southeastem comer of Thriflway and run west, then south to a point where the culverted segment outfalls into the
open channel of Rolling Hills Creek. At the discharge point, damage from the old system would be repaired, and the banks
would be stabUized and revegetated. The applicant has also applied for a Critical Areas Exemption from the City and a
JARPA from the Anmy Corps of Engineers.
PROJECT LOCATION: South of 501 S Grady Way and north of 1-405
OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead ~ncy, the City of Renton
has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as
pennitted 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 Detennlnation of Non-Significance-
Mitigaled (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE:
NOTICE OF COMPLETE APPLICATION:
May 30, 2006
June 29, 2006
APPLICANT/PROJECT CONTACT PERSON: Daniel Carey, City of Renton Surface Water Utility;
Tel: (425) 430-7293; Eml: dcan,y@cl.renton.us
Pennlts/Ravlew Requested: Environmental (SEPA) Review,
Other Pennits which may be required: Critical Areas Exemption, Construction Permit
Requested Studies: SEPA Checklist, Stream/Wetland Study, Biological Assessment
Location where application may
be reviewed: PlanningfBuilding/Public Works Department, Development Services
Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA
98055
PUBLIC HEARING: NIA
CONSISTENCY OVERVIEW:
Zoning/Land Use:
Environmental Documents that
Evaluate the Proposed Project:
Development Regulations
Used For Project Mitigation:
The subject site is designated Commercial Merial (CA) on the City of Renton
Comprehensive Land Use Map and Commercial (CO) on the City's Zoning Map.
Environmental (SEPA) Checklist
The project will be subject lo the City's SEPA ordinance, Critical Areas
Regulations and other applicable codes and regulations as appropriate.
Proposed Mitigation Measures: The following Mitigation Measures v.iH ikely be Imposed on lhe proposed project.
These recommended Mitigation Measures address project impacts not covered
by existing codes and regulations as cited abolle.
• The applicant wlf/ be required to provide erosion con/n,/ BS proposed in the SEPA checklist;
The applicant wiR be required to pmv/de bank pro/eclion and revegetafion BS proposed by the applicant in the
JARPA application Outfa// Plan and Cross Sections.
Comments on the above application must be submitted in writing to Valerie Kinas!, Associate Plamer, Development
Servioes Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on July 14, 2006. H you have questions about
this proposal, or v.ish to be made a party of record and receive additional notification by man, contact the Project Manager.
Anyone who submits written comments v.ill automatically become a party of record and v.ill be notified of any decision on
this project.
CONTACT PERSON: Valerie Kinast, Associate Planner; Tel: (425) 430-7270;
Eml: vklnast@cl.renton.us
I PLEASE INCLUDE 11-IE PROJECT NUMBER WHEN CAWNG FOR PROPER FILE IDENTIFICATION I
-
Replacement
Storm Una
If you would like to be made a party of record to receive further infonnatlon on this proposed project, complete
this fonn and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055.
Name/File No.: Renton Village Stonn System Improvement Projed/LUAOG-061, ECF
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
Date:
To:
From:
CITY OF RENTON
MEMORANDUM
June 29, 2006 ·
Daniel Carey, Surface Water Utility
Valerie Kinas!, Development Planning
Subject: Renton Village Storm System Improvement Project
LUA06-061, ECF
The Development Planning Section of the City of Reflton has determined that the
subject application is complete according to submi~l're~ujrements and, therefore,. is
accepted for review. ·· .,,it"
·f ''i',
II is tentatively scheduled fOt.pDi;lSideration byfhl:1 Envi~bntnert~I Review Committee on
July. 24, 2006 .. Prior to fttat revJew, you will be rfofified if any a~ditional information is
required to continue prope~fJng yqur applicati~n-· · I
t\+
Please contact me, at 430-7270 if you have any questions. N
,-,f
Acceptance Mem:> 06.Q61
'
r· -,
. , .. :-.:p'.: !r ~!,~~ PL_ANN!NG
City of Renton
... ;-1:···Nl"(;N LAND USE PERMIT
MAY 1 0 2006
VEu MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: City Of Renton PROJECT OR DEVELOPMENT NAME:
Renton Village Storm System Improvement Project
ADDRESS: City ROW in South Renton Village
Place PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
Located in the 500 block of South Renton Place,
CITY: ZIP: and in City Easement on private property in the
Renton Village Shopping Center and the One
Renton Place building. 98055
TELEPHONE NUMBER:
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
APPLICANT (if other than owner)
City ROW in South Renton Village Place
NAME: City of Renton Surface Water Utility
Attn: Daniel Carey
EXISTING LAND USE(S): CITY STREET
COMPANY (if applicable): City of Renton PROPOSED LAND USE(S): NO CHANGE
ADDRESS: 1055 South Grady Way EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
CITY: Renton, WA ZIP: 98055 Commercial Corridor
TELEPHONE NUMBER 425-430-7293
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): NA
CONTACT PERSON EXISTING ZONING: CO/CA
NAME: City of Renton Surface Water Utility PROPOSED ZONING (if applicable): NA
Attn: Daniel Carey
SITE AREA (in square feet): Appx. 9,300 sf
COMPANY (if applicable): City of Renton ( est.. 620 LF of new storm pipes x 15 ft width )
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
ADDRESS: 1055 South Grady Way THREE LOTS OR MORE (if applicable): NA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: Renton, WA ZIP: 98055 ACRE (if applicable): NA
NUMBER OF PROPOSED LOTS (if applicable) None
TELEPHONE NUMBER AND E-MAIL ADDRESS:
425-430-7293 Dcarey@ci.renton.wa.us
NUMBER OF NEW DWELLING UNITS (if applicable): None
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP Pipe Rplcmt\1302 SEPA Appl\060329
Master App 1-City-DraftOl .doc 05/04/06
p JECT INFORMATION (cont 1ed) ~--~----~~-----------~
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $700,000
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 Q AQUIFER PROTECTION AREA ONE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL Q AQUIFER PROTECTION AREA TWO
BUILDINGS (if applicable): None
0 FLOOD HAZARD AREA 4000 sq. ft.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA 0 GEOLOGIC HAZARD 6000 sq. ft.
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if 0 HABITAT CONSERVATION sq. ft.
applicable): NA 0 SHORELINE STREAMS AND LAKES 1100 sq. ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): NA 0 WETLANDS 0 sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE NE QUARTER OF SECTION _jjl_, TOWNSHIP 23N , RANGE SE W.M. , IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. Environmental Review ~1,000.00 3.
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) D a n i e / , declare that I am (please check one) _ the current owner of the property
involved in this application or __ the auth 1zed 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.
I certify that I know or have satisfactory evidenoe that j)CtV! it l Qa(t~
C .{_ signed this instrument and acknowledged it to be his/her/their free and voluntary for the
Di . / uses and purposes mentioned in the instrument.
Ct,--.., ::<.,--t,
I (Signature of Owner/Representative)
Notary Public in and for the State of Washington
(Signature of Owner/Representative)
My appointment expires: __ q-+\_i_C\~\ _Ul __ O_"\ __ _
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-271 l Renton Village\2006 CIP Pipe Rplcmt\1302 SEPA Appl\060329
Master App 1-City-DraftOl .doc 05/04/06
City of Renton
Ci~\ 1'=::LO;-'~,.tit::~,:T :~LAk~~jt'>)G
LAND USE PERMIT '.!TY c:-i-VNTr.·;;,j
MAY 3 0 2006
:1 1: f~ ,~: r V /;: i.,
• ~-..... --~·t -. MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: Renton Properties, LLC PROJECT OR DEVELOPMENT NAME:
Contact: HAL Real Estate Renton Village Storm System Improvement Project
ADDRESS: 2025 First Ave., Suite 700 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
Located in the 500 block of South Renton Place,
CITY: Seattle, WA ZIP:98121 and in City Easement on private property in the
Renton Village Shopping Center and the One
Renton Place building. 98055
TELEPHONE NUMBER: 206-448-5080
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
7231600542
APPLICANT (if other than owner) (City has easement for work, attached)
NAME: City of Renton Surface Water Utility EXISTING LAND USE(S): OFFICE BUILDING
Attn: Daniel Carey
COMPANY (if applicable): City of Renton PROPOSED LAND USE(S): NO CHANGE
ADDRESS: 1055 South Grady Way EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
CITY: Renton, WA ZIP: 98055 Commercial Corridor
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
TELEPHONE NUMBER 425-430-7293 (if applicable): NA
CONTACT PERSON EXISTING ZONING: CO/CA
NAME: City of Renton Surface Water Utility PROPOSED ZONING (if applicable): NA
Attn: Daniel Carey
SITE AREA (in square feet): Appx. 9,300 sf
COMPANY (if applicable): City of Renton ( est.. 620 LF of new storm pipes x 15 ft width)
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
ADDRESS: 1055 South Grady Way THREE LOTS OR MORE (if applicable): NA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: Renton, WA ZIP: 98055 ACRE (if applicable): NA
NUMBER OF PROPOSED LOTS (if applicable): None
TELEPHONE NUMBER AND E-MAIL ADDRESS:
425-430-7293 Dcarey@ci.renton.wa.us
NUMBER OF NEW DWELLING UNITS (if applicable): None
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP Pipe Rplcmt\1302 SEPA Appl\060329
MasterApp2-0ncRP-Draft01.doc 05/04/06
p JECT INFORMATION (con1 1ed) .----~-----~--------------,
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $700,000
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 0 AQUIFER PROTECTION AREA ONE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO
BUILDINGS (if applicable): None
0 FLOOD HAZARD AREA 4000 sq. ft.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA 0 GEOLOGIC HAZARD 6000 sq. ft.
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if 0 HABITAT CONSERVATION sq. ft.
applicable): NA 0 SHORELINE STREAMS AND LAKES 1100 sq. ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): NA 0 WETLANDS 0 sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the following information included\
SITUATE IN THE NE QUARTER OF SECTION _JJL, TOWNSHIP 23N , RANGE SE W.M. , IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. Environmental Review ~1,000.00 3.
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
( l City has Easement from Property Owner for Construction}
I, (Print Name/s) Q .1t r7 i -e-/ C ti c < Y , declare that I am (please check one) _ the current owner of the property
involved in this application or __ the authoriled 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 ~no~ledR_e and belief.
I certify that I know or have satisfactory evidence that 1;)a.l-1 \e,( (.Jt( ~
J t /) signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
I I" uses and purposes mentioned in the instrument.
~ :,i,..,,
(Signature of Owner/Re
Notary Public in and for the State of Washington
(Signature of Owner/Representative)
My appointment expires: __ q-'-+\ ~l "l._,l,_'J-0~-' ~0_'.1~--
H:1File Sys\SWP-Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Villagc\2006 CIP Pipe Rplcmt\1302 SEPA Appl\060329
Master App2-0neRP-Draft0 I .doc 05/04/06
-
Return Address:
City Clerk's Office
City of Renton
1055 South Grady Way
Renton, WA 98055
Title: UTILITIES EASEMENT Property Tax Parcel Number: 723160-0542
Project File #: Street Intersection or Project Name:
Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ .
Grantor(s): Grantee(s):
1. Renton Pro.,.,rties LLC I. Citv of Renton, a Municillal Comnration
Additional legal is on page __ of document. (Abbreviated legal description MUST go hue.)
LEGAL DESCRIPTION:
A utility easement over a portion of the Northeast Quarter of Section 19,
Township 23 North, Range 5 East W.M., in the City of Renton, King County, Washington.
060106b OneRP-Esmt-Final.docl Page I FORM 03 0013/bh/CA2-21-97
The Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and
warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water,
wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following
described property (the right-of-way) in King County, Washington, more particularly described on page I. ( or if
full legal is not on page 1-Exhibit A.)
For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and
maintaining underground utilities and utility pipelines, including, but not limited to, water, sewer and storm
drainage lines (including surface appurtenances), together with the right of ingress and egress thereto without
prior institution of any suit or proceedings of law. Following the initial construction of its facilities, Grantee may
from time to time construct such additional facilities as it may require. This easement is granted subject to the
following terms and conditions:
I. The Grantee shall, upon completion of any worlc within the property covered by the easement, restore the surface of
the easement, and any private improvements disturbed or destroyed during execution ofthd work, as nearly as
practicable to the condition they were in immediately before commencement of the work or entry by the Grantee.
2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement
rights granted to the Grantee.
Grantor shall not, however, have the right to:
a Erect or maintain any buildings or structures within the easement; or
b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the
utilities to be placed within the easement by the Grantee; or
c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to
the Grantee of restoring the easement area and any private improvements therein.
d. Dig, tnnnel or perform other forms of construction activities on the properly which would disturb the
compaction or unearth Grantee's lilcilities on the easement, or endanger the laleral support lilcilities.
e. Blast within fifteen (15) feet of the easement
3. The Renton Village Storm System Project improvements may include surveying, soil borings, geotechnical
exploration, and construction of the new underground storm system.
3a The Grantee shall indemnify, defend, and hold Grantor harmless from any dantage to the property, property
improvement, and persons and personal property on the property, and from any liability, suit, action,
judgement, claim, or expense (including attorneys fees and costs) arising from the acts or omissions of the
Grantee, its agents, employees, and contractors in exercising their rights under this easement.
3b The Grantee acknowledges that the easement burdens a large parking area serving the Grantor's office
building, and agrees to exercise its' rights under this easement in a manner that will minimize, to the extent
reasonably possible, interrupting the Grantors use of the parking area.
The Grantee agrees to allow the Grantor's access to areas of the parking lot that are not needed for
construction purposes (such as excavation, stockpiling, access, and other construction related uses), and not
create an unsafe condition for persons using those parking area.
3c The Grantor agrees to cease using the parking area north of S Renton Village Place and east of the
Thriftway building, that it has a parking use agreement or easement over, while that area is being used for
construction of this project. The conditions of this easement regarding parking notification will apply to that
area.
4. The Grantee may use the Easement area for surveying, geotecbnical investigation, construction staging,
material storage, and other purposes needed for the new storm system project. The Grantee will attempt to
limit the Easement area used to minimize disruption to the Grantor.
5. The Grantee will notify the Grantor at least seven days abead of time of any areas in the Easement that will
be used for the new storm system project, except in an emergency when the Grantee may immediately access
the easement property to handle the emergency, and will notify the Grantor as soon as convenient after
handling the emergency.
060106b OneRP-Esmt-Fmal.doc\ Page2 FORM 03 0013/bh/CA2-21-97
6. The Grantor will notify all user of the parking lot in the Easement area of"No Parking" in the area that will
be used for the storm system project. The Grantor will be responsible for removing, or paying for removal,
of any vehicles parking in the "No Parking" area and Easement area.
7. The Grantee may remove curbing, landscaping, and other physical features needed for access and
construction of the new storm system, including features along the access road on the north side of the
property. The Grantee will restore any items removed, unless mutually agreed otherwise with the Grantor.
8. The Grantee will attempt to locate the new storm system in close proximity to the existing 42-inch and 48-
inch storm system. The Grantor acknowledges that the location of the new storm system may vary from the
location of the existing storm system.
9. The Grantor and its successors agree to execute a permanent Utility Easement, a minumum of IO feet wide
from each side of the new underground storm system, after it is constructed.
9a. The Grantee shall provide the the permanent Utility Easement document on the standard City of Renton
Utility Easement form, including the legal description of the easement and a figure showing the location of
the easement. After the Grantor executes the easement the Grantee shall have the easement recorded with
the County, and shall provide a copy of the recorded easement to the Grantor.
I 0. The Grantee agrees to concurrently release this Easement with the execution and recording of the permanent
Utility Easement for the new storm facilities.
11. This Easement and the permanent Utility Easement shall contain the following Hold Harmless provision:
The Grantor acknowledges that part of the Property is located in a flood hazard zone identified on the FEMA
Flood Maps. Because of the factors inherent in the location of the Property, the new storm system project
may not eliminate flooding on the Property. The Grantor, and its successors, release and agree to indemnify
and hold the City harmless from any damage to the Property, property improvements, and persons and
personal property on the Property, and from any liability, suit, action,judgment or claim arising from any
flooding of the Property, not due to the Grantee's neglegence.
12. This Easement expires four years from the date of recording of this instrument, unless the new storm
facilities have been constructed or are under construction.
-End-
This easement shall run with the land described herein, and shall be binding upon the parties, their heirs,
successors in interest and assigns. Granto rs covenant that they are the lawful owners of the above properties and
that they have a good and lawful right to execute this agreement.
By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every
person or persons, whomsoever, lawfully claiming or to claim the sante. This conveyance shall bind the heirs,
executors, administrators and assigns forever.
IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this __ day of 20_
060106b OneRP-Esmt-Final.doc\ Page 3 FORM 03 0013/bh/CA2-21-97
RENTON PROPERTIES LLC
By: HAL Realty III, Inc., its Member
STATEOFWASHINGTON )
.,/ )ss.
COUNIYOF~ )
On this f17l'k day of ~,,p~ , 2oo6, before me, the undersigned, a Notary Public in
and for the State of W ashingion, y commissioned and sworn personally appeared
'))....AA \Sq ho.c , known to me to be the <$. y , P, of HAL
Realty Ill, Inc., a Member of RENTON PROPERTIES LLC, a Washington limited liability company, the
limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be
the free and voluntary act and deed of said limited Iiabiiity company, for the purposes therein mentioned, and
on oath stated that he/she was authorized to execute said instrument
I cemfy that I know or have satisfactory evidence that the person appearing before me and making
this acknowledgment is the person whose true signatuff appears on this document.
wms;~m<offk~~E"'"'°"'""~wwattoo
::!4r4~ I ~ ~ J!.~.tA.
2841\018:01/12/06
TREADIHALIRENTON OFFICE PORTFOLIO
Print Name
NOTARY PUBLIC in and for the State of
Washington, residing at .sJ_.
My commission expires ..aJH.lai.
SIGNATURE BLK • RENTON PROPERTIES LLC
•
•
EXIIlBIT A
UTILITY EASEMENT
LEGAL DESCRIPTION
A utility easement over the following described parcel:
Blocks I I and 12, C.D. Hillman's Earlington Gardens Addition to the City of Seattle Division
No. I, according to the plat thereof, recorded in Volume I 7 of Plats, Page 74, Records of King
County, Washington;
TOGETIIER WITH Lots I through 12, inclusive, Block 5, Renton View, according to the plat
thereof, recorded in Volume 33 of Plats, Page 25, Records of King County, Washington
TOGETIIER WITH vacated streets and alleys attached thereto;
Said utility easement more particularly described as follows:
Commencing at the Southeast Comer of the Northwest Quarter of the Northeast Quarter of
Section 19, Township 23 North, Range 5 East, W.M., in the City of Renton, King County,
Washington;
Thence South 01° 04'08" West along the east line of the Southwest Quarter of the Northeast
Quarter, a distance of224.15 feet;
Thence South 55° 03'12" East, a distance of 45.44 feet to the True Point of Beginning;
Thence South 61° 46'55" West, a distance of260.20 feet to the eastern boundary of Lot I of
Renton Village Associates Binding Site Plan No. BSP-026-90, as recorded under King County
Rec. No. 9005080690;
Thence South 00° 01 '44" East along said eastern boundary, a distance of248.82 feet to the
northerly margin of Primary State Highway No. I (Jct. SSH 2-M to Jct. PSH No. 2 (also
known as SR 405);
Thence North 81° 22'44" East along said northerly margin, a distance of 379.63 feet;
Continuing South 05° 03 '23" East along said northerly margin, a distance of22.28 feet;
Continuing North 80° 25'43" East along said northerly margin, a distance of 47.15 feet;
Thence North 0° East, a distance of 260. l 4 feet;
Thence North 90° East, a distance of 91. 54 feet;
Thence North 0° East, a distance of 67 .65 feet to the southerly margin of South Renton Village
Place;
Thence North 89° 44'02" West along said southerly margin, a distance of286.15 feet to the
True Point of Beginning;
NORTH
O' 100'
Scale• 1' = 100'
I!
!I .,
" ii
THRIFlWAY
. ----· .
r----../ ~/
. ·-------
/
/' S Renton Village PL
/
ONE RENTON PLACE
723160-0542
v-··
UTILITY EASEMENT
1-405
EASEMENT -One Renton Place
RENTON VILLAGE STORM SYSTEM PROJECT
City of Renton Surface Water Utility
D. Carey 12/13/05
•
•
0~'1 ~LOPfl.iiE:s:-PLA~-j:\f:NG
City of Renton
·~iTY (:'1 :-:•_:\tTC,";\j LAND USE PERMIT
MAY 3 0 2006
-.~r _., \-'+;'· '~~~-. ....,. 'W" ,,,..,,L,I MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: RVA Center, LLC PROJECT OR DEVELOPMENT NAME:
Contact: Craig Koeppler Renton Village Storm System Improvement Project
ADDRESS: 520 Pike St, Suite 1500 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
Located in the 500 block of South Renton Place,
CITY: Seattle, WA ZIP:98101 and in City Easement on private property in the
Renton Village Shopping Center and the One
Renton Place building. 98055
TELEPHONE NUMBER: 206-682-68680
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
1923059043
APPLICANT (if other than owner) (City has easement for work, attached)
NAME: City of Renton Surface Water Utility EXISTING LAND USE(S): SHOPPING CENTER
Attn: Daniel Carey
COMPANY (if applicable): City of Renton PROPOSED LAND USE(S): NO CHANGE
ADDRESS: 1055 South Grady Way EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
CITY: Renton, WA ZIP: 98055 Commercial Corridor
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
TELEPHONE NUMBER 425-430-7293 (if applicable): NA
CONT ACT PERSON EXISTING ZONING: CO/CA
NAME: City of Renton Surface Water Utility PROPOSED ZONING (if applicable): NA
Attn: Daniel Carey
SITE AREA (in square feet): Appx. 9,300 sf
COMPANY (if applicable): City of Renton ( est.. 620 LF of new storm pipes x 15 fl width)
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
ADDRESS: 1055 South Grady Way THREE LOTS OR MORE (if applicable): NA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: Renton, WA ZIP: 98055 ACRE (if applicable): NA
NUMBER OF PROPOSED LOTS (if applicable): None
TELEPHONE NUMBER AND E-MAIL ADDRESS:
425-430-7293 Dcarey@ci. renton. wa. us
NUMBER OF NEW DWELLING UNITS (if applicable): None
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP Pipe Rplcmt\ 1302 SEPA Appl\060329
MasterApp3-RVA Center-Draft.O I .doc 05/04/06
,,
p J ECT IN FORMAT.:-l:....:O....:..N.:....(1..c:c-=-o.:..:.n_..:..:1e=-=d:.1...ll _______ _
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $700,000
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 [J AQUIFER PROTECTION AREA ONE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL [J AQUIFER PROTECTION AREA TWO
BUILDINGS (if applicable): None
[J FLOOD HAZARD AREA 4000 sq. ft.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA [J GEOLOGIC HAZARD 6000 sq. ft.
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if [J HABITAT CONSERVATION sq. ft.
applicable): NA [J SHORELINE STREAMS AND LAKES 1100 sq. ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): NA
[J WETLANDS 0 sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the following information included\
SITUATE IN THE NE QUARTER OF SECTION ..J.L, TOWNSHIP 23N , RANGE SE W.M. , IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. Environmental Review i1 ,000.00 3.
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
( _x_ City has Easement from Property Owner for Construction)
I, (Print Name/s) /~ ct 1-"J i e..-J C Ci rev , declare that I am (please check one) _ the current owner of the property
involved in this application or __ the authorized' representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
I certify that I know or have satisfactory evidence that Dtt.i...l ie.. \ (
(Signature of Owner/Representative)
signed this instrument and acknowledged it to be his/her/their free and volunta act for the
uses and purposes mentioned in the instrument.
Notary (Pri nt)_;_t--..:.\. _,lc'-'t.,_,1 ee..l:.;:e_tv;__' L_U.....::..:..vn._:_Ct.:..;f:..,.1..:,V\.,___
My appointment expires.: __ q--'-\..__,_\_~:...).J....!.J-0:...=...=[):...q_._ __
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CJP)\27-2711 Renton Village\2006 CW Pipe Rplcmt\1302 SEPA Appl\060329
MasterApp3-R VA Center-DraftOI.doc 05/04/06
Return Address:
City Clerk's Office
City of Renton
!055 South Grady Way
Renton, WA 98055
Title: UTILITIES EASEMENT Property Tax Parcel Number: 192305-9043
Project File#: Street Intersection or Project Name:
Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ .
Grantor(s): Grantee(s):
I. RVA Center, LLC I. City of Renton, a Municioal Comoration
Additional legal is on page __ of document. (Abbreviated legal desaription MUST go here.)
LEGAL DESCRIPTION:
A utility easement over a portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East,
W.M., in the City of Renton, King County, Washington.
(see attached for full legal description)
060201 a FINAL Esmt-RVACenter.docl Pagel FORM 03 00 l3/bh/CA2-2 l-97
The Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and
warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water,
wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following
described property (the right-of-way) in King County, Washington, more particularly described on page I. (or if
full legal is not on page 1--Exhibit A.)
For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and
maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines,
together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and
without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,
Grantee may from time to time construct such additional facilities as it may require. This easement is granted
subject to the following terms and conditions:
I. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surf.lee of
the easement, and any private improvements disturbed or destroyed during execution of the work. as nearly as
practicable to the condition they were in immediately before commencement of the work or entry by the Grantee.
2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement
rights granted to the Grantee.
Granto, shall not, however, have the right to:
a Erect or maintain any buildings or structures within the easement; or ·
b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the
utilities to he placed within the easement by the Grantee; or
c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to
the Grantee of restoring the easement area and any private improvements therein.
d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the
compaction or unearth Grantee's facilities on the easement, or endanger the lateral support facilities.
e. Blast within fifteen (15) feet of the easement
3a. The Renton Village Storm System Project improvements may include surveying, soil borings, geotechnical
exploration, and construction of the new underground storm system.
3b. The new stormwater system will be designed and constructed at no cost to the property owners, included
relocating or modifying any existing public or private utilities needed for project construction.
4. The Grantee may use the Easement area for surveying, geotechnical investigation, construction staging,
material storage, and other purposes needed for the new storm system project. The Grantee will attempt to
limit the Easement area used to minimize disruption to the Grantor. The Grantee will coordinate the work to
the extent possible with the Grantor to minimize disruptions to the Grantor.
5. The Grantee will notify the Grantor at least seven days ahead of time of any areas in the Easement that will
be used for the new storm system project.
6a. The Grantor will notify all user of the parking lot in the Easement area of"No Parlcing'' in the area that will
be used for the storm system project. The Grantor will be responsible for removing, or paying for removal,
of any vehicles parlcing in the ~No Parking" area and Easement area.
6b. The Grantee will require the Contractor to fence off the areas of the easement used for construction,
including the active area, material storage, stockpiles, and areas needed for access, to prevent people from
parking in those areas.
6c. The Grantee will maintain access to the east and west loading dock for the Thriftway building at all time~
-Continued -
060201a FINAL Esmt-RVACenter.doc\ Page2 FORM 03 OOl3/bh/CA2-21-97
•
7. The Grantee may remove curbing, landscaping, and other physical features needed for access and
construction of the new storm system, including features along the access road on the north side of the
property. The Grantee will restore any items removed, unless mutually agreed otherwise with the Grantor.
8. The Grantee will attempt to locate the new storm system in close proximity to the existing 42-inch and 48-
inch storm system. The Grantor acknowledges that the location of the new storm system may vary from the
location of the existing storm system.
9. The Grantor and its successors agree to execute a permanent Utility Easement, a minimum of IO feet wide
from each side of the new underground storm system after it is constructed.
10. The Grantee agrees to concurrently release this Easement with the execution and recording of the permanent
Utility Easement for the new storm facilities.
11. This Easement and the permanent Utility Easement shall contain the following Hold Harmless provision:
The Gran tor acknowledges that part of the Property is located in a flood hazard zone identified on the FEMA
Flood Maps. Because of the factors inherent in the location of the Property, the new storm system project
may not eliminate flooding on the Property. The Gran tor, and its successors, release and agree to indemnify
and hold the City harmless from any damage to the Property, property improvements, and persons and
personal property on the Property, and from any liability, suit, action,judgment or claim arising from any
flooding of the Property.
12. This Easement expires four years from the date ofrecording of this instrument, unless the new storm
facilities have been constructed or are under construction.
This easement shall run with the land described herein, and shall be binding upon the parties, their heirs,
successors in interest and assigns. Granto rs covenant that they are the lawful owners of the above properties and
that they have a good and lawful right to execute this agreement.
By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every
person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs,
executors, administrators and assigns forever. ~ ~
IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this L day of 20 t,{,
Cl'f: tJ T"E.t. • U..C.
~ME:t ~wrE:~ . L1..c.
\
06020 la FINAL Esmt-RVACenter.docl Page) FORM 03 0013/bh/CA2-2 I .J/7
Form 84 0001/bh
IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below.
( Notary)
Notary Seal must be within box
Notary Seal must be within box
Notary Seal must be within box
060201 a FINAL Esmt-RVACenter.doc\
INDIVIDUAL FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNTY OF KING )
I cenify that I know or have satisfactory evidence that ---------
--,----,---,----,-,---,--,.,-=--:-c---:----,-----:--signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes
mentioned in the instrument
Notary Public in and for the State of Washington
Notary(Print) _____________ _
My appointment expires:. ___________ _
Dated:
REPRESENTATIVE FORM OF ACKNOWLEDGMENT
STATEOFWASHINGTON >ss
COUNTY OF KING ) M I
I cenify that I know or have satisfactory evidence that / C v1 fl.f/
(
Notary Public in
Notary (Print),_~~'.....!.::::'.....L...!...!...-="'=-~~-'--'--=.::=
My appointment expires:_...!:'.:~...u.::...J~_:e=~---
Dated:
CORPORATE FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNTY OF KING )
On this day of , 19 ~ before me personally appeared
--------------------:-,--to me known to
be of the corporation that
executed the within instrument, and acknowledge the said instrument to be the free
and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and each on oath stated that he/she was authorized to execute said
instrument and that the seal affixed is the corporate seal of said corporation.
Notary Public in and for the State of Washington
Notary(Print), _____________ _
My appointment expires:. ____________ _
Dated:
Pagc4 FORM 03 0013/bh/CA2-2t-97
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EXHIBITA
UTILITY EASEMENT
. LEGAL DESCRIPTION
A utility easement over Parcel A, City of Renton Lot Line Adjustment Number LUA 98-164-LLA,
as recorded under King County Recording No. 200I0507900001 more particularly described as
follows:
Beginning at the most easterly Southeast Comer of said Parcel A;
Thence North 89° 44'02" West along the northerly margin of South Renton Village Place, a
distance of 3 72.42 feet;
Thence South 01° 04'08" West along the westerly margin of said street, a distance of60.0l
feet;
Thence North 89° 44'02" West along the southerly boundary of said Parcel A, a distance of
94.55 feet;
Thence North 0° West, a distance of83.63 feet;
Thence North 90° East, a distance of 266.07 feet;
Thence North 0° East, a distance of 54.17 feet;
Thence North 90° East, a distance of 204.56 feetto the easterly boundary of said Parcel A;
Thence South 01° 04'08" West along the easterly boundary of said Parcel A, a distance of
85 .89 feet to the point of beginning;
Situate in the Northeast Quarter of Section 19, Township 23 North, Range 5 East, W.M., in the
City of Renton, King County, Washington.
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192305-9043
THRIFTWAY
UTILITY EASEMENT
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S Renton Village PL S R [ N
ONE RENTON PLACE
7231~2
100'
EASEMENT-Shopping Center
Seo.le• 1' = 100'
RENTON VILLAGE STORM SYSTEM PROJECT
City of Renton Surface Water Utility
D. Carey 12/13/05
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City of Renton
0£1'1.::Lorrvi~~:' PLA~,'.\!'.MG LAND USE PERMIT f;fTY er: ~.::::--,:T, .... :_.
MAY 3 0 2G06
R'"('.,,. ,,.··.· .... Ii:, .. , .... .., MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
NAME: RVA Office, LLC PROJECT OR DEVELOPMENT NAME:
Contact: Craig Koeppler Renton Village Storm System Improvement Project
ADDRESS: 520 Pike St, Suite 1500 PROJECTIADDRESS(S)/LOCATION AND ZIP CODE:
Located in the 500 block of South Renton Place,
CITY: Seattle, WA ZIP:98101 and in City Easement on private property in the
Renton Village Shopping Center and the One
Renton Place building. 98055
TELEPHONE NUMBER: 206-682-68680
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
7232000020
APPLICANT (if other than owner) (City has easement for work, attached)
NAME: City of Renton Surface Water Utility EXISTING LAND USE(S): PARKNG LOT,
Attn: Daniel Carey OFFICE BUILDING
COMPANY (if applicable): City of Renton PROPOSED LAND USE(S): NO CHANGE
ADDRESS: 1055 South Grady Way
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
CITY: Renton, WA ZIP: 98055 Commercial Corridor
TELEPHONE NUMBER 425-430-7293 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): NA
CONT ACT PERSON EXISTING ZONING: CO/CA
NAME: City of Renton Surface Water Utility PROPOSED ZONING (if applicable): NA
Attn: Daniel Carey
SITE AREA (in square feet): Appx. 9,300 sf
COMPANY (if applicable): City of Renton ( est.. 620 LF of new storm pipes x 15 ft width)
SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
ADDRESS: 1055 South Grady Way THREE LOTS OR MORE (if applicable): NA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: Renton, WA ZIP: 98055 ACRE (if applicable): NA
NUMBER OF PROPOSED LOTS (if applicable): None
TELEPHONE NUMBER AND E-MAIL ADDRESS:
425-430-7293 Dcarey@ci.renton.wa.us
NUMBER OF NEW DWELLING UNITS (if applicable): None
H:\File Sys\SWP-Surface Water Projects\SWP-27 -Surface Water Pro_1cc1S (CJP)\27-2711 Renton Village\2006 CIP Pipe Rplcmt\1302 SEPAAppl\060329
MasterApp4-RVA Office-DraftOl .doc 05/04/06
p JECT INFORMATION (con 1ed) ,---~----~~------------,
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $700,000
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 a AQUIFER PROTECTION AREA ONE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL a AQUIFER PROTECTION AREA TWO
BUILDINGS (if applicable): None a FLOOD HAZARD AREA 4000 sq. ft.
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA a GEOLOGIC HAZARD 6000 sq. ft.
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if a HABITAT CONSERVATION sq. ft.
applicable): NA a SHORELINE STREAMS AND LAKES 1100 sq. ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): NA a WETLANDS 0 sq. ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach leaal description on seoarate sheet with the followina information included)
SITUATE IN THE NE QUARTER OF SECTION _iL, TOWNSHIP 23N , RANGE SE W.M. , IN THE
CITY OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. Environmental Review i1 ,000.00 3.
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
( _x_ City has Easement from Property Owner for Construction)
I, (Print Name/s) .D ,a· O 1· e f (~ a rt" V , declare that l am (please check one) _ the current owner of the property
involved in this application or __ the authoriled 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 ln all respects true and correct to the best of my knowledge and belief.
I certify that I know or have satisfactory evidence that C<.1;-1 ~e...( & (
signed this instrument and acknowledged it to be his/her/their free and volunta act for the p .c;;:. ' uses and purposes mentioned in the instrument.
(Signature of Owner/Representative)
My appointment expires:_°!_,._,\_I_C\c.c\1--'2,.{)--D-q ___ _
H:\File Sys\SWP-Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Villagc\2006 CIP Pipe Rplcmt\1302 SEPA Appl\060329
Master App4-RV A Office-DraftO I .doc 05/04/06
Return Address:
City Clerk's Office
City of Renton
I 055 South Grady Way
Renton, WA 98055
Title: UTILITIES EASEMENT Prooerty Tax Parcel Number: 723200-0020
Project File#: Street Intersection or Project Name:
Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ .
Graotor(s): Grantee(s):
I. RVA Office, LLC I. Citv of Renton, a Municipal Corporation
Additional legal is on page __ of document. (Abbre,iated legal description MUST go here.)
LEGAL DESCRIPTION:
A utility easement over a portion of the Northeast Quarter of Section 19, Township 23 North, Range 5 East,
W.M., in the City of Renton, King County, Washington.
(see attached for full legal description)
06020 I c FINAL Esmt-RVAOtlice.doc\ Page I FORM 03 0013/bh/CA2-21-97
The Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and
warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water,
wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following
described property (the right-of-way) in King County, Washington, more particularly described on page I. (or if
full legal is not on page 1-Exhibit A.)
For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and
maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage tines,
together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and
without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,
Grantee may from time to time construct such additional facilities as it may require. This easement is granted
subject to the following terms and conditions:
I. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of
the easement, and any private improvements disturbed or destroyed during execution of the wonc, as nearly as
practicable to the condition they were in immediately before commencement of the work or entry by the Grantee.
2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement
rights granted to the Grantee.
Grantor shall not, however, have the right to:
a Erect or maintain any buildings or structm'Cs within the easemen~ or
b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the
utilities to be placed within the easement by the Grantee; or
c. Develop, landscape, or beautify the easement area in any way which would umeasonably increase the costs to
the Grantee of restoring the easement area and any private improvements therein.
d. Dig, ttmnel or perform other fonns of construction activities on the property which would disturb the
compaction or unearth Grantee's facilities on the easement, or endanger the lateral support facilities.
e. Blast within fifteen ( 15) feet of the easement
3a. The Renton Village Storm System Project improvements may include surveying, soil borings, geotechnical
exploration, and construction of the new underground storm system.
3b. The new stormwater system will be designed and constructed at no cost to the property owners, included
relocating or modifying any existing public or private utilities needed for project construction.
4. The Grantee may use the Easement area for surveying, geotechnical investigation, construction staging,
material storage, and other purposes needed for the new storm system project. The Grantee will attempt to
limit the Easement area used to minimize disruption to the Grantor. The Grantee will coordinate the work to
the extent possible with the Grantor to minimize disruptions to the Grantor.
5. The Grantee will notify the Grantor at least seven days ahead of time of any areas in the Easement that wilt
be used for the new storm system project.
6a. The Gran tor wilt notify all user of the parking lot in the Easement area of"No Parking" in the area that will
be used for the storm system project. The Grantor will be responsible for removing, or paying for removal,
of any vehicles parking in the "No Parking" area and Easement area.
6b. The Grantee will require the Contractor to fence off the areas of the easement used for construction,
including the active area, material storage, stockpiles, and areas needed for access, to prevent people from
parking in those areas.
6c. The Grantee will maintain access to the east and west loading dock for the Thriftway building at all times.
-Continued -
060201c FINAL Esmt-RVAOffice.docl Page2 FORM 03 0013/bh/CA2-21-97
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7. The Grantee may remove curbing, landscaping, and other physical features needed for access and
construction of the new storm system, including features along the access road on the north side of the
property. The Grantee will restore any items removed, unless mutually agreed otherwise with the Granto,.
8. The Grantee will attempt to locate the new stonn system in close proximity to the existing 42-inch and 48-
inch storm system. The Grantor acknowledges that the location of the new storm system may vary from the
location of the existing storm system.
9. The Grantor and its successors agree to execute a permanent Utility Easement, a minimum of 10 feet wide
from each side of the new underground stonn system after it is constructed.
10. The Grantee agrees to concurrently release this Easement with the execution and recording of the permanent
Utility Easement for the new storm facilities.
I I. This Easement and the permanent Utility Easement shall contain the following Hold Harmless provision:
The Gran tor acknowledges that part of the Property is located in a flood hazard zone identified on the FEMA
Flood Maps. Because of the factors inherent in the location of the Property, the new stonn system project
may not eliminate flooding on the Property. The Grantor, and its successors, release and agree to indemnify
and hold the City harmless from any damage to the Property, property improvements, and persons and
personal property on the Property, and from any liability, suit, action, judgment or claim arising from any
flooding of the Property.
12. This Easement expires four years from the date of recording of this instrument, unless the new stonn
facilities have been constructed or are under construction.
This easement shall run with the land described herein, and shall be binding upon the parties, their heirs,
successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and
that they have a good and lawful right to execute this agreement.
By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every
person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs,
executors, administrators and assigns forever. -J All A·-/
IN WilNESS WHEREOF, said Grantor has caused this instrument to be executed this~ __ day orff I WCAt 20 <lk .
~VA C!>f!F1CE, 1-1..e
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060201c FINAL Esmt-RVAOl!ice.doc\ Page3 FORM 03 0013/bh/CA2-21-97
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Fonn 84 0001/bh
IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below.
( Notary)
Notary Seal must be within box
Notary Seal must be within box
060201c FINAL Esmt-RVAOffice.doc:\
INDIVIDUAL FORM OF ACKNOWLEDGMENT
STA TE OF WASHINGTON ) SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that---------
--,,-------,--,---,-,,------,-.,..,...,,....-cc--,-~-----,---c--signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and plllJ>O!es
mentioned in the instrument
Notary Public in and for the State of Washington
Notary (Print), _____________ _
My appointment expires:. ___________ _
Dated:
CORPORATE FORM OF ACKNOWLEDGMENT
STATE OF WASHINGTON ) SS
COUNTY OF KING )
On this day of 19 ~ before me personally appeared
---------------------~to me known to
be of the corporation that
executed the within instnunen~ and acknowledge the said instrument to be the free
and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and each on oath stated that he/she was authorized to execute said
instrument and that the seal affixed is the corporate seal of said corporation.
Notary Public in and for the State of Washington
Notary(Print). _____________ _
My appointment expires:. ____________ _
Dated:
Page4 FORM 03 0013/bh/CA2-21-97
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EXHlBITA
UTILITY EASEMENT
LEGAL DESCRIPTION
A utility easement over Lot 2, Renton Village Associates Binding Site Plan No. BSP-026-90, as
recorded under King County Rec. No. 9005080690 more particularly described as follows:
Commencing at the Northeast Corner of the Southwest Quarter of the Northeast Quarter of
Section 19, Township 23 North, Range 5 East, W.M., in the City of Renton, King County,
Washington;
Thence South 01° 04'08" West along the east line of the said Southwest Quarter, a distance of
250.02 feet;
Thence North 89° 44'02" West, a distance of 18.28 feet to the True Point of Beginning and the
eastern most point of said Lot 2;
Thence South 61 ° 42'59" West along the southeasterly boundary of said Lot 2, a distance of
258.92 feet to the eastern boundary of Lot I of said Binding Site Plan;
Thence North 00° 02' 16" West along the boundary common to said Lots I and 2, a distance of
25.52 feet;
Thence North 61° 42'59" East, a distance of207.85 feet to the northern boundary of Lot 2;
Thence South 89° 44'02" East along said boundary, a distance of 44.67 feet to the True Point
of Beginning;
723200-0020
NORT
O' 100'
Seo.le• l' = 100'
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192305-9043
THRIFTWAY
,>I ,tr-··--
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:', S Renton Village PL
ONERE
3160-0542
EASEMENT -RVA Evergreen Bldg
RENTON VILLAGE STORM SYSTEM PROJECT
City of Renton Surface Water Utility
D. Carey 12/13/05
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DEVELOPMENT SERVICES DIVISION
MAY 3 0 2006 WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY:
Calculations 1
Colored Maps for Display•
Construction Mitigation Description ,AND4
Deed of Right-of-Way Dedication ,
Density Worksheet ,
Drainage Control Plan , ·.
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Drainage Report 2 >11,./
Elevations, Architectural , AND,
-iltv./ 0 vt, ti, ,u. "!,,, /1 .
Environmental Checklist,
,
Existing Covenants (Recorded Copy), • .
Existing Easements (Recorded Copy) ,
Fl,>od Hazard Data , w .
Floor Plans , .. o,
.
·.
Geotechnical Report >AND, )v li(j . Wtl/te "" /. u I -f,,,,,fntl-,
Grading Plan, Conceptual , I
Grading Plan, Detailed 2 •
Habitat Data Report , "1{1 .
Improvement Deferral 2
. . .
. ...
Irrigation Plan 4
Kiog County Assessor's Map I ndicaling Site, ~
.
Landscape Plan, Conceptual , /;~}'\
. --~ ( -re., I tV~ fTM.., o\;\,Li J
Landscape Plan, Detailed, .
Legal Description,
.
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List of Surrounding Property Owners,
· . . ..
..
Mailing Labels for Property Owners ,
Map of Existing Site Conditions,
Master Application Form,
Monument Gards ( one per monument) ,
Neighborhood Detail Map,
This requirement may be waived by:
1. Property Services Section
2. Public Works Plan Review Section
3. Building Section
4. Development Planning Section
PROJECT NAME BV Sfomt. f#s,h,,i., l<l:YL
DATE: #u/ore
Q:\WEB\PW\DEVSERWorms\Planning\waiver.xls 11/04/2005
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DEVELOPMENT SERVICES DIVISION
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY:
Parking, Lot Coverage & Landscaping Analysis ,
Plan Reductions (PMTs), -..
--
Plat Name Reservation ,
~ ~ ~~ -. --.
--
-Postage, -_
Preapplication Meeting Summary 4
Public Works Approval Letter 2
•• L~ :::::::: ... ' -.
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Rehabilitation Plan 4
Screening Oetaff 4 --
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Site Plan 2 AND 4
Stream or Lake study;• standard••
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Stream or Lake Study, Supplemental 4 t 1.,w
Stream or Lake Mitigation Plan , -. iiP,1/ --·-
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Street Profiles 2
Title Report or Plat Certificate , -
---
-
Topography Map,
trafficSt~y 2
-.-_ A)(Dll ' ...... . . ---_
--
----
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'r ree Cutting/Land Clearing Plan 4 I\'\ V\ ~ t/Y\_.#tl,--t?l-'-~ ·:; YJL
Urban Center 08$1gn O'iertay District Rep()l"l 4
:· -:· -.... -• . .. -I I -
--"'" ' '. ". --
Utilities Plan, Generalized 2
·-·: -. ••
•••• •• ·-........ -
Wetlands Milinatlon Plan,: Final 4 • . ... ---
"'!etlands Mitigation Plan, Preliminary 4
... ""' ......... -. :·::: :::.':·::: --..... ·-
•• ' : ' < ' :::.:: '' ::::::: ': ---·· ·-· -· Wetlands Reporl/Qelin£1ation , --
Wireless:
Applicant Agreement Statement 2 ANO,
Inventory of Existing Srtes 2 ANO ,
Lease Agreement, Draft 2 AND 3
Map of Existing Site Conditions 2 AND ,
Map of View Area , ANO ,
Photosimulations 2 AND ,
This requirement may be waived by:
1. Property Services Section PROJECT NAME:
2. Public Works Plan Review Section
3. Building Section
4. Development Planning Section
Q:\WEB\PW\DEVSERV\Fonns\Planning\waiver.xls 11/04/2005
DE\'ELOPME,\JT p
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MAY 3 0 2G06
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PROJECT NARRATIVE
RENTON VILLAGE STORM SYSTEM IMPROVEMENT PROJECT
The project involves constructing a new stormwater drainage system in the Renton
Village Shopping Center to replace the existing 42-and 48-inch storm system. The
purpose of the project is to increase the capacity of the storm system so it is capable of
carrying the peak flow from the 25-year, 24-hour storm without flooding, and to replace
the failing 48-inch corrugated metal pipe. The new storm system will be approximately
600 to 700 feet long and may consist of one large pipe (54-to 72-inches), two parallel
pipes of equal or different sizes, a box culvert (4 foot x 8 foot), or some combination of
those systems and sizes. The hydraulic analysis and pipe design is currently being
performed by the Surface Water Utility's engineering consultant.
The new storm system will be located in the southern portion of the Renton Village
Shopping Center Complex. It will start in the street on the east side of the Thriftway
grocery store and will run to the southwest into South Renton Village Place, and the
parking lot west of the One Renton Place Building. It will end at the open channel along
the south side of Renton Village at or near the existing storm system outfall.
The new storm system will be constructed in City ROW and permanent Utility
Easements that have been obtained from the private property owners. The new storm
system will be constructed below ground and the existing streets and parking lots will be
restored at the end of construction. About 1400 to 2000 cubic yards of soil may be
excavated and replaced with backfill for construction. The Contractor will supply backfill
from a licensed gravel pit or source. The Contractor may place a temporary job trailer in
one of the parking lots during project construction.
The project site and adjacent properties are zoned CO and CA (Commercial Office,
Commercial Arterial). The project area is currently used as public and private streets,
parking lots, and businesses. The private property uses include an office building,
grocery store, shopping center, and cinema. The private uses will not change as a
result of this project.
The following land use permits may be needed:
City of Renton Lands Use Permit Master Application and Environmental Checklist.
City of Renton Exemption for Critical Areas -Geologic Hazard Area, Flood Hazard
Area, and Shorelines Streams and Lakes.
City of Renton Exemption for Tree Cutting and Land Clearing.
Washington State Dept. of Fish & Wildlife Hydraulic Project Approval.
Army Corps of Engineers 404 Permit (or Nationwide permit)
Part of the site is located in a Geologic Hazard Area (Seismic Hazard), most likely due
to poor sub-soils. Part of the site is in the Flood Hazard Area as defined by the FEMA
H:\File Sys\SWP -Surtace Water Projects\SWP-27 -Surtace Water Projects (CIP)\27-2711 Renton Village\2006 CIP
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100-year flood plain. The existing drainage system and open channel on the south side
of Renton Village are show as a class 3 water body on the City's Water Classes map.
The soils in the area are classified as "Ur" by the Soil Conservation Service King County
Soil Survey. Ur is described as soil that has been disturbed by the addition of several
feet of fill for commercial and housing applications. A geotechnical report for one of the
buildings in the area showed that the existing soil layers consisted of fine to medium
sand, silt sand, sandy silt, and peat.
An area of trees and shrubs where the existing storm system connects to the open
channel will need to be removed to construct the new storm system and outfall. The
area may be about 40-feet wide by 30-feet long. The area consists of mainly of 4-to 8-
inch diameter trees, such as cottonwood, and small shrubs. The area will need to be
cleared to install the end of the new storm system. The banks around the end of the
new storm system will be protected from erosion with armoring, bio-engineered bank
stabilization, and new plantings. New vegetation will be planted along any disturbed
areas on the bank.
The estimated construction cost of the new stormwater system is $700,000
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP
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D[\:f=l..OPMF::\iT PL.tJ:N!NG
-~!-(Y 1:;;.. i·CNTC)i'-!
MAY 3 0 2006
RENTON VILLAGE
SHOPPING CENlER
Replacement
Storm Line ,,,.-,
EX1.2!fN~TO~ LINES _J
I ONE +ON PLACE
Neighborhood Detail Map
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
City of Renton Surface Water Utility
D. Carey 5/06
CONSTRUCTION MITIGATION DESCRIPTION
RENTON VILLAGE STORM SYSTEM IMPROVEMENT PROJECT
Proposed Construction Dates:
Construction is planned between August 15, 2006 and November 30, 2006
(If there are delays in design or permitting construction would occur in 2007)
Hours of Operation: Monday through Friday between 7:00 AM and 5:00 PM.
Work on weekends is not expected. If work on weekends becomes necessary, it will
require approval from the City Project Manager.
Proposed Hauling/Transportation Routes:
The Contractor will likely use 1-405, S Grady Way, Talbot Road S, and S Renton Village
PL to reach the construction site in the Renton Village Shopping Center.
The contractor will be required to file a Traffic Control Plan with the City to identify the
hauling routes and traffic control measures for the construction area. During part of
construction S Renton Village Place may be reduced to one lane or temporarily blocked
during the construction day. Traffic may be diverted through adjacent parking lots as
needed during construction.
Measures to Minimize Impacts
Erosion control measures such as storm drain inlet protection and silt fences per the
King County Surface Water Design Manual will be used. Any soil stockpiles not in use
will be covered with plastic sheets during rainy periods. If dust conditions develop, the
contractor will be required to use a water truck to reduce blowing dust. All construction
equipment will be required to have muffler and exhaust systems in good working order
and in compliance with existing local. state and federal regulations.
The new storm system and outfall will be constructed "in the dry" by diverting flow in the
storm water system around the active construction area. Sandbags and filter fabric will
be used to isolate the new outfall from the open channel and prevent sediment from
washing into the open channel. Once the new conveyance system is completed,
diverted flows will be routed into the new system and the existing system will be
abandon in place, or removed and disposed of at a permitted facility.
Traffic may be diverted through the adjacent parking lots as needed during construction.
Construction will occur in some of the parking lots where the City has easements. Parts
of those lots will be used as staging and storage areas, and will not be available for use
by the adjacent businesses. Access to businesses and buildings will be maintained
during construction.
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP
Pipe Rplcmt\1302 $EPA Appl\060524c Constr Mit1gate-FlNAL.doc
INFORMAL ESA CONSULTATION
For Impacts to Listed Species
Associated with the
Renton Village Storm System Improvement Project
In the
City of Renton
June 20, 2006
Prepared For: City of Renton Surface Water Utility
Public Works Department
Informal ESA Consultation
1055 South Grady Way
Renton, WA 98055
Daniel Carey, Project Manager
( 425) 430-7293
Prepared By: Gray & Osborne, Inc.
701 Dexter Avenue N., Suite 200
Seattle, WA 98 I 09
Jim Dougherty, Biologist
(206) 284-0860
Ci-ray & Oshorne, Inc.
CON SUL TING ENGINEERS
Renton Village Storm System Improvement Project
City of Renton
Page I
TABLE OF CONTENTS
Section
1. Proposed Activity
2. Drawings
3. Date
4. Applicant
5. Agent
6. Project Name
7. Location
8. Description of Work
9. Construction Techniques
IO. Permit Authorization Requested
11. Listed Species Present
12. Listed Non-Fish Species Present
13. Existing Environmental Conditions
14. Effects Analysis
15. Determination of Impacts to Species Protected under the ESA
16. Work Window for Construction
17 Conservation Measures
18 References
APPENDICES
Appendix 1 -Maps and Figures
Appendix 2 -Preparer's Resume
Informal ESA Consultation
Renton Village Storm System Improvement Project
Page No.
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City of Renton
Page2
INFORMAL ESA CONSULTATION
For Impacts to Listed Species
Associated with the
Renton Village Storm System Improvement Project
In the
City of Renton
1. Proposed Activity:
The proposed project involves construction of a new stormwater drainage system
and outfall in the Renton Village Shopping Center to replace the existing 42-and
48-inch storm system. The purpose of the project is to replace the failing 48-inch
corrugated metal pipe, and increase the capacity of the stormwater system to
convey the peak flow from the 25-year, 24-hour storm without upstream flooding.
The new storm water system will be approximately 600 to 700 feet long and will
consist of two parallel pipes of equal or different sizes, a box culvert (8 foot x 4
foot), or some combination of these systems and sizes. The new outfall will be
constructed at the same location as the existing outfall. The Surface Utility's
engineering consultant is currently performing the hydraulic analysis and pipe
design for the new storm system.
The project area is currently used as public and private streets, parking lots, and
businesses. The City has permanent Utility Easements from the private property
owners that allow it to repair and replace the existing storm system. Rolling Hills
Creek and the existing storm system outfall are located on private property, which
is currently used as an office building and parking lot. The private uses will not
change as a result of the project.
An area of trees and shrubs approximately 40 feet wide by 30 feet long will be
removed to construct the new stormwater system outfall and bank stabilization.
Vegetation in the area consists of 4-to 8-inch diameter cottonwood trees and
small shrubs. This area will be cleared to install the outfall at the end of the new
stormwater system. A new layer of riprap and/or soft gabions will be installed to
protect the banks around the end of the new storm system. The area will be
re-vegetated with native plants.
1. The proposed storm system improvements may require the following
permits from the City of Renton:
• Land Use Permit Master Application and Environmental Checklist;
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page3
• Exemptions for Critical Areas, which may include;
o Geologic Hazard Area
o Flood Hazard Area
o Tree cutting and land clearing.
2. This Biological Evaluation is being prepared in the event that the Corps of
Engineers requires a Clean Water Act, Section 404 Permit for installation
of the new storm system and outfall, including placement of riprap, and
dredging or filling of the creek, at the outfall location.
2. Drawings: See attached drawings
3. Date: June 14, 2006 Corps Reference No:
4. Applicant: City of Renton Surface Water Utility, Planning/Building/Public
Works Department
5. Agent: Gray & Osborne, Inc., 701 Dexter Avenue North, Suite 200, Seattle, WA
98109, Barry Baker
6. Project Name: Renton Village Storm System Improvement Project
7. Location: NE corner of Section 19, Range 5 East, Township 23 North, in the City
of Renton, King County, Washington: Latitude 47°28'8" North, 122° 12'42"W
8. Description of Work:
The new storm system will be located in the southern portion of the Renton
Village Shopping Center Complex. It will start in the street on the east side of the
Thriftway Grocery Store and will run to the southwest into South Renton Village
Place, and the parking lot west of the One Renton Place Building. It will end at
the open channel along the south side of Renton Village at or near the existing
storm system outfall.
The new storm system will be constructed in City ROW and utility easements that
have been obtained from the private property owners. The new storm system will
be constructed below ground. The existing streets and parking lots will be
restored once construction is complete. About 1,400 to 2,000 cubic yards of soil
may be excavated and replaced with backfill for construction. The Contractor
will supply backfill from a licensed gravel pit or source.
9. Construction Techniques:
Machinery (typical types):
• Large front-end loader
• Crane (for lifting pipe/box culvert into place)
• Large backhoe or excavator ( excavation, stormwater outfall removal)
Hand:
Pneumatic and hand powered drills and wrenches for installation of culvert
10. Permit Authorization Requested: NWP 3, Potentially NWP 17, NWP 43
Informal ESA Consultation
Renton Village Storm System Improvement ProJect
City of Renton
Page4
11. Listed Species Present:
• Puget Sound chinook salmon, Oncorhynchus tshawytscha: Threatened:
Significant runs of chinook salmon inhabit the Green River system and use the
waters downstream of the project area for transportation, rearing and
acclimation to changes in salinity during migrations. A large pump station
downstream on Springbrook Creek is an impediment to anadromous salmonid
migration. However, according to Larry Fisher, Washington State Depart of
Fish & Wildlife Habitat Biologist for Southern King County, salmon present
in the Green/Duwamish system, including Puget Sound chinook, are able to
ascend past the pump station. From Springbrook Creek there is about 0.9 mile
of piped storm system below I-405 downstream of the project area. The
Priority Habitats and Species Map prepared for this project on June 7, 2006
indicates that anadromous fish do not ascend culverts downstream ofl-405 to
within one half mile of the project area. Larry Fisher indicated that salmon are
occasionally able to ascend past these culverts to just below the project area,
but they are not known to ascend into the project area.
• Puget Sound bull trout, Salvelinus conjluentus: Threatened:
Puget Sound bull trout and Dolly Varden may forage in the Duwamish
Waterway and lower Green River. Bull trout are not likely to spawn and rear
in this system because Howard Hansen Dam blocks access to potential
spawning habitat in the upper watershed. Further, the long piped storm system
and the pump station downstream are significant impediments to bull trout
passage in the system.
• Puget Sound/Strait of Georgia coho salmon, 0. kisutch: Candidate:
Significant runs of coho salmon are present in the Green/Duwamish system.
These fish utilize the waters downstream of the project area for transportation,
rearing and acclimation to changes in salinity during migration. Like bull trout
and chinook salmon, Puget Sound/Strait of Georgia coho may be able to
access the lower end of the project area, but they are not known to ascend the
culverts into the work area.
• Puget Sound Steelhead, 0. Mykiss: Proposed:
Puget Sound steelhead are present in the Green/Duwamish River System and
are as capable of ascending to areas similar to those reached by chinook and
coho in the system downstream of the project area. Puget Sound steelhead
were proposed for listing as Threatened on March 29, 2006.
• Critical Habitat for Puget Sound chinook salmon and Puget Sound bull
trout: The nearest formally designated critical habitat for Puget Sound
chinook salmon and Puget Sound bull trout is located on the Lower Green
River and in the Duwan1ish Waterway approximately 15 miles downstream of
the project area. Pump stations, the long piped storm system and inconsistent
waterways above the pump stations limit the value of habitat in the
Springbrook Creek and Rolling Hills Creek, downstream of the project area.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page5
12. Listed Non-Fish Species Present:
• Bald eagle, Haliaeetus leucocephalus: Threatened:
According to the Priority Habitats and Species Map prepared for this project
by WDFW on June 6, 2006, there are no bald eagle nests within one mile of
the project area. Foraging bald eagles may be present along the
Green/Duwamish and could follow Springbrook Creek into the project
vicinity, especially during the winter months. Heavy traffic along I-405,
Grady Way, and in the shopping center generates enough noise to discourage
use of the area by bald eagles. The limited fisheries resources present in the
project area further reduce the likelihood that bald eagles would spend a
significant amount of time in the project area.
• Marbled murrelet, Brachyramphus marmoratus: Threatened:
Marbled murrelets nesting within 60 miles of Puget Sound may utilize the
waters of Elliott Bay and Puget Sound while foraging for small fish. It is
possible, but not likely that they could occasionally forage on the
Green/Duwamish and its tributaries in the project area. It is more likely that
they would fly through the project area en route to feeding areas offshore, as
they generally forage in deeper waters. Noise generated by I-405 and Grady
Way and development in downtown Renton likely cause marbled murrelets to
avoid the project area.
Listed Species present in King County (USFWS King County Species List, 8-
2-04), but not in the project area:
• Canada lynx, Lynx canadensis: Threatened: Lynx occur in King County,
generally in areas above 4,000 feet in elevation.
• Gray wolves, Canis lupus: Endangered, may occur in King County, but are
unlikely to be present in the urbanized Lower Green/Duwamish River area.
• Grizzly bears, Ursus arctos = U. a. horribilis: Threatened, may occur in
remote regions of King County.
• Northern spotted owls, Strix occidentalis caurina: Threatened, occur in
King County, but not in the project area (Priority Habitats & Species Map,
WDFW 6-7-06).
13. Existing Environmental Conditions:
The Renton Village Storm System Project discharges to a section of Rolling Hills
Creek via a system of open channels and culverts, some of which are more than
one-half mile long. These culverts and stream sections drain to Springbrook
Creek, the Black River, and eventually to the Green/Duwamish River system.
Low flows and the length of these culverts restrict salmonid passage to the area
approximately one half mile south of I-405 under most conditions. The project
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 6
area is largely developed with office parks, car dealerships, restaurants and
shopping centers.
The Green/Duwamish river system was diked in the early 1900s to protect
surrounding farmland and urban/industrial development. The Green/Duwamish
(downstream of the Black River confluence) is largely channelized and dredged to
facilitate navigation. Upstream of the confluence diking continues well beyond
Allentown (near Tukwila), but dredging for navigation ends and the streambed
exhibits a more natural meander pattern within the floodplain. River conditions
are largely glide with a few riflles upstream, and slower moving reaches with still
oxbows downstream. Tidal influence extends upstream to about Allentown.
Substrate in the project area is largely gravel with some mud and sand present.
Downstream in the Duwamish Waterway, substrate is dominated by mud,
especially in still reaches and off-channel oxbows. The Lower Green River and
Duwamish Waterway provide transportation and rearing habitat and allow
salmonids to acclimate to changing salinities during migrations.
Patches of natural riparian vegetation dominated by cottonwoods, willows and
alders line the Green River. Similar patches provide shade and detrital input to
Springbrook Creek and Rolling Hills Creek in places. Springbrook Creek lies
lower than the Black River channel and must be pumped into the Black by a large
pump station, which restricts salmonid migration into and out of the system under
certain conditions. According to Larry Fisher, WDFW Habitat Biologist for the
area, salmon are occasionally able to ascend the system to the lower end of the
Renton Village Parking Lot, but are not known to ascend the culverts into the
project area.
Flood Control & Pump Stations downstream:
The Green River Flood Control Zone District operates two pump stations, the
Black River Pump Station and Tukwila Pump Station, constructed by U.S. Soil
Conservation Service in 1970s. A third, the Segale Pump Station, was constructed
by the District in 1997. The Black River Pump Station regulates flow of water
from the Black River drainage basin into the Green River and serves to block high
flows from the Green from flooding up into the Black River and Springbrook
Creek, and the Earlington Industrial Park in Renton. A fish passage bypass has
been incorporated into the design of the Black River Pump Station, allowing most
species present in the Green and Black Rivers access to upstream habitat.
However, long culverts and pipes and inconsistent flows and land coverage limit
the value ofhabitat upstream of the pump station and downstream of the Renton
Village Project Area.
lnfonnal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 7
Conditions Downstream of the Project Area:
Approximately 650 feet downstream of the existing culvert outfall in the Renton
Village parking lot, the creek channel drains to a 48-inch pipe and a concrete weir
that allows high flows to bypass into a 132-inch culvert. These two culverts
convey flow approximately V. mile under the I-405/SR167 interchange to a
channel adjacent to the Panther Creek wetland on the east side of SRI 67. During
high flow conditions, this channel can overtop into the Panther Creek wetland.
The channel discharges into a piped system in SW 19th Street for approximately%
mile to Springbrook Creek. Springbrook Creek flows for approximately 1.5 miles
to the Black River Pump Station, which pumps into the Green/Duwamish River
system. Fish ladders were constructed at the pump station to provide passage for
adult and juvenile anadromous salmonids. The Duwarnish River discharges to
Elliot Bay/Puget Sound at Harbor Island in Seattle approximately 15 miles
downstream of the Black River Pump Station (See JARPA Figure 1).
14. Effects Analysis:
Primary Direct Impacts:
Stormwater System Replacement
The Renton Village Stormwater System drains into Rolling Hills Creek and
eventually to Springbrook Creek. Construction of the stormwater conveyance
improvements will have the potential for adverse impacts to water quality in this
system; primarily turbidity generated by ground disturbance associated with
stormwater pipe removal and replacement. Construction will avoid and minimize
potential impacts to water quality by implementing BMPs for sedimentation and
erosion control. Water quality in the Black/Duwamish River downstream is not
likely to be impacted, as silt fences will be placed between work areas and the
Creek. Water quality in the Black and Duwamish Rivers downstream of the Black
River Pump Station will not be affected. The in-water work window for the
project area extends from June I to September 30 (Personal communication with
Larry Fisher, WDFW 6-14-06).
Work near Rolling Hills Creek may be conducted between June! and September
30 using a large backhoe or excavator. The new storm water pipe would be
installed and all or part of the existing pipe would be removed from the site and
disposed of at an approved facility. The most significant construction impacts
would be noise and potential sedimentation and erosion associated with removal
of the existing pipes and culverts. Construction Best Management Practices
(BMPs) for control of sedimentation and erosion will be implemented to
minimize potential for adverse impacts to water quality and fisheries habitat in
Rolling Hills Creek and Springbrook Creek. Water quality downstream in the
Black River, Green River, and Duwamish Waterway will not be affected due to
the distance from the work area and physical separation of those systems.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 8
Riprap and Bank Stabilization
Small amounts of riprap and/or small gabions will be installed to protect the new
stormwater outfall and creek bank from erosion. The disturbed area around the
new outfall will be replanted with vegetation. This work will occur during the in-
water work window and construction BMPs for control of sedimentation and
erosion will be implemented to minimize potential for adverse impacts to water
quality and fisheries habitat downstream.
Indirect Effects
Indirect effects associated with the proposed project would be limited to potential
for spills of fuels, coolants and lubricants from construction machinery associated
with the proposed work, or from automobile accidents that could occur in the
adjacent street or parking Jots during construction activities. The Contractor will
have spill containment kits at the construction site. Construction equipment will
be properly flagged, and work areas and temporary traffic control measures will
be properly marked to minimize traffic disturbance.
15. Determination of Impacts to Species Protected under the Endangered Species
Act:
• Puget Sound chinook salmon, Puget Sound bull trout, Puget Sound steelhead
and Puget Sound/Strait of Georgia coho salmon:
• Potential impacts to chinook salmon downstream of the project area associated
with removal of the existing Renton Village Stormwater System and the
installation of a new pipes and an outfall to Springbrook Creek would be limited
to potential damages to fish associated with added turbidity in the water. Because
Springbrook Creek must be pumped up to the Duwamish River, potential for
adverse water quality and fisheries habitats associated with the proposed Renton
Village Storm water Improvement Project will be limited to the potential dropping
of construction materials into the creek, and accidental release of fuels, lubricants
or coolants from construction vehicles. The in-water work window for the project
area extends from June 1 to September 30 to avoid high water conditions. Terms
of the Hydraulic Project Approval will be implemented, so the potential for
adverse impacts to these anadromous species is negligible or discountable.
Therefore, removal of the existing Stormwater System in Renton and replacement
of the old pipe and outfall will have no effect on Puget Sound chinook salmon
and Puget Sound bull trout populations and their designated critical habitat
present in the Lower Green/Duwamish River 15 miles downstream of the project
area.
• The proposed project will not jeopardize the continued existence of Puget Sound
steelhead. In the event that Puget Sound steelhead are listed as threatened in the
future, operation of the proposed stormwater system improvement will have no
effect on this species.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page9
• The proposed project will not impact populations, individuals or suitable
habitat of Puget Sound/Strait of Georgia coho salmon. In the event that Puget
Sound/Strait of Georgia coho salmon are listed as "Threatened" in the future, the
proposed improvements will have no effect on this species.
• Bald eagles
The Priority Species and Habitats Map prepared for this project by the Washington
Department of Fish and Wildlife on June 7, 2006 indicated that no known bald eagle
nests lie within one mile of the project area. Wintering bald eagles forage along the
Green River during the winter months (November through February) but are unlikely
to utilize the project area due to noise associated with heavy traffic and the limited
potential for fisheries resources in the area. Therefore, the proposed replacement of
the stormwater pipe system and outfall will have no effect on bald eagles foraging
downstream of the project area.
• Marbled murrelets, Canada lynx, Grey wolf, Grizzly bear and Northern
spotted owls:
• According to the Priority Species and Habitats Map prepared for this project by
WDFW on June 7, 2006, there are no known marbled murrelet or northern spotted
owl nesting areas within one mile of the project area. Further, it is not likely that
these species would forage in the project area due to noise associated with heavy
traffic on 1-405 and along Grady Way. Canada lynx are generally found above the
4,000-foot elevation, and grizzly bears and gray wolves are generally restricted to
more remote areas in the North Cascades. Therefore, implementation of the
proposed project will have no effect on marbled murrelets, northern spotted owls,
Canada lynx, grizzly bears or gray wolves.
16. Work window for construction:
• According to Larry Fisher, work near Rolling Hills Creek may be conducted
between June I and September 30.
• Wintering bald eagles forage in the area from November 30 through February 28
and no work on this project will be conducted during this period.
• There are no bald eagle, marbled murrelet or northern spotted owl nests within
one mile of the project area, so no timing restrictions are required to protect these
species during their nesting seasons.
17. Conservation Measures:
• Provisions outlined in the Hydraulic Project Approval shall be implemented
during construction.
• Construction vehicles and equipment shall be equipped with spill containment kits
and construction personnel shall be trained in their use.
• Detours around construction areas will be properly marked and traffic will be
controlled to minimize potential for accidents and associated spills of hazardous
fuels, lubricants and coolants during construction.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 10
• Silt fences, straw bales and sedimentation ponds will be utilized as necessary, to
preserve water quality and fisheries habitat in Rolling Hills Creek, Springbrook
Creek and the Green/Duwamish system downstream.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 11
18. References:
Federal Register 2005. Endangered and Threatened Species; Designation of Critical
Habitat for 12 ESUs of Salmon and Steelhead in Washington, Oregon and Idaho
(Volume 70, No. 170) September 2.
Federal Register 2005. Endangered and Threatened Species; Designation of Critical
Habitat for the Bull Trout (Volume 70, No. 185), September 26.
Fisher, Larry 2006. Personal Communication regarding the extent of salmonid migration
in the water system downstream of the Renton Village Project area, WDFW
Region 4 Habitat Biologist, May 22.
Fisher, Larry 2006. Personal Communication regarding allowable work window for the
project area.
Fisheries Research Board of Canada 1973. Bulletin 180: Pacific Fishes a/Canada, J.L.
Hart, Ottawa, Canada.
Gray & Osborne, Inc. 2004. Informal ESA Consultation for Impacts to Listed Species
from Stormwater Outfall and Sewer Main Installation at Foster Point in Tukwila,
Washington, Seattle Office, September.
Green River Flood Control District 2004, Annual Report, Map 2: Green River Flood
Control District, North Portion, prepared for the King County, Department of
Natural Resources and Parks Water and Land Resources Division.
King County Department of Natural Resources 2000. Literature Review and
Recommended Sampling Protocol for Bull Trout in King County. R2 Resource
Consultants, Seattle, WA. May.
Mathews, Daniel 2005. Cascade-Olympic Natural History; a Trailside Reference, Raven
Editions, Portland, Oregon.
Washington State Department of Fish and Wildlife 1994. Salmon and Puget Sound
chinook salmon Stock Inventory, Appendix I, Puget Sound Stocks, Olympia,
Washington, June.
Washington State Department offish and Wildlife 1998. Salmonid Stock Inventory:
Appendix: Bull Trout and Dolly Varden, Olympia, Washington, July.
Williams & Williams 1975. A Catalog of Washington Streams and Salmon Utilization,
Volume I, Puget Sound Region, Washington Department of Fisheries.
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 12
Informal ESA Consultation
Appendix l
Maps & Figures
Renton Village Storm System Improvement Project
City of Renton
Page 13
PROJECT SITE LATITUDE: 47° 28' 8"
LONGITUDE: 122° 12' 42"
Datum: NAVD 1988
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
Replace a Failing Storm System , including
Rebuilding the Outfall to the Creek
Location: Renton Village Shopping Center
555 S Renton Village Place
Renton, King County, Washington , 98055
_QCATION MAP
t 0 1 2
NORTH SCALE 1" = 2 MILES
Applicant: City of Renton
Reference #:
Waterway: Rolling Hills Creek
Sec. 19 T. 23 N R. 5 E
Prepared: June 2006
Sheet 1 of 7
I
PROJECT SITE IJ\TITUDE: 47° 28' 8"
LONGITUDE: 122°12'42"
Datum: NAVO 1988
Fl
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
Replace a Failing Storm System, including
Rebuilding the Outfall to the Creek
Location: Renton Village Shopping Center
555 S Renton Village Place
Renton, King County, Washington, 98055
VICINITY MAP
0 500 1000
NORTH SCALE 1" = 1000 FT
Applicant: City of Renton
Reference #:
Waterway: Rolling Hills Creek
Sec.19 T. 23 N R. SE
Prepared: June 2006
Sheet 2 of7
Appendix2
Resume
Informal ESA Consultation
Renton Village Storm System Improvement Project
City of Renton
Page 14
Jim Dougherty
Environmental Planner/
Permitting Specialist
Education • B.S., Environmental Studies, Huxley College at Western Washington University
Professional
Experience
Environmental
Permitting
•
•
•
•
•
•
•
•
•
•
•
•
•
Mr. Dougherty provides environmental planning project support for
Gray & Osborne, Inc., including preparation of environmental and biological
assessments. Projects for which Jim has prepared biological and environmental
assessments while at Gray & Osborne include:
City of Kalama Water Treatment Plant.
City of South Bend Sewer Line Replacement Project .
Roadway Improvements for the City of Bothell .
Wastewater Treatment System Improvements for the City of Ilwaco .
Wastewater Treatment System Improvements for the Town of Cathlamet .
First Street, Howerton Way and Waterfront Way Improvements for the City of
Ilwaco.
Water System Improvements for the Community of Klickitat .
Wastewater Facility Upgrade Project, Community of Klickitat .
Town of Lyle Wastewater Facility Improvement Project .
SR 20 Improvements, Twisp .
Roadway Improvements on 228th Avenue for the City of Sammamish .
First Avenue South Improvements in the City ofNormandy Park and Emergency
Culvert Replacement Project on Walker Creek.
Water Treatment System Improvements for the Confederated Tribes of the
Chehalis Reservation.
Mr. Dougherty assists project managers with NEPA compliance, ESA
consultation, NFIP consistency issues, planning, and grant writing.
Prior to joining our firm, Mr. Dougherty spent three years working as an
Environmental Planner/Hazard Mitigation Specialist for the Federal Emergency
Management Agency, Region 10, where he was responsible for environmental
review and project coordination for more than 80 Hazard Mitigation and Public
Assistance Program projects. This included coordination with federal and state
resource agencies in regard to NEPA analysis, Endangered Species Act Section 7
Jim Dougherty
Page2
compliance (including biological assessments), Section 106 of the National
Historic Preservation Act review, and compliance with Executive Orders dealing
with floodplain management, wetland protection, and environmental justice.
Flood Hazard Management Planning documentation for the City of Pacific,
City of Buckley Flood Hazard Mitigation Plan, and Hazard Mitigation Planning
for Water District #4 in Kittitas County.
Before working with FEMA, he worked as a Fisheries Biologist and
Environmental Specialist in the environmental consulting industry in Washington
and California, and as a Water Resources Planner and Environmental Biologist for
two Native American tribes in Washington. Mr. Dougherty also has extensive
experience in aquatic toxicology and irrigated agriculture in the Columbia Basin.
• Prepared NEPA compliance documentation for more than 80 FEMA Hazard
Mitigation Program and Public Assistance Program projects throughout
FEMA Region 10. Biological assessments were prepared for six of these
projects.
• Prepared Fisheries, Water Quality and Mitigation Sections of the
Environmental Impact Statement for the First Avenue South Bridge and
Interstate 5 HOV Lane Project between Tukwila and Lucille Streets in Seattle,
Washington. Similar sections of the EIS for the Reconstruction of
U.S. Highway 2 across northern Idaho were also completed.
• Prepared Water Quality, Sediment and Eelgrass Sections of Environmental
Impact Statements for the Sea World Marina Expansion and several
U.S. Navy pier expansion projects in San Diego Bay, Long Beach Harbor,
and Port Hueneme.
/2.W!Jet( ,~,d /J/a,r,n]f
DEVELOPMENT SERVICES DIVISION
ENVIRONMENT AL CHECKLIST
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
PURPOSE OF CHECKLIST:
DE' 's~QPMEr:rr_ PLM!NING
• ,[ i y or-Ht)\JTON
MAY 3 0 2006
RECEIVED
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to
consider the environmental impacts of a proposal before making decisions. An Environmental Impact
Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide information to help you and the
agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be
done) and to help the agency decide whether an EIS is required.
INSTRUCTIONS FOR APPLICANTS:
This environmental checklist asks you to describe some basic information about your proposal.
Governmental agencies use this checklist to determine whether the environmental impacts of your
proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most
precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases,
you should be able to answer the questions from your own observations or project plans without the need
to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write
"do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary
delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark
designations. Answer these questions if you can. If you have problems, the governmental agencies can
assist you.
The checklist questions apply to all parts of your proposal; even if you plan to do them over a period of
time or on different parcels of land. Attach any additional information that will help describe your proposal
or its environmental effects. The agency to which you submit this checklist may ask you to explain your
answers or provide additional information reasonably related to determining if there may be significant
adverse impact.
USE OF CHECKLIST FOR NONPROJECT PROPOSALS:
Complete this checklist for nonproject proposals, even though questions may be answered "does not
apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions (actions involving decisions on policies, plans and programs), the references in the
checklist to the words "project," "applicant," and "property or site'' should be read as "proposal,"
"proposer," and "affected geographic area," respectively.
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-2711 Renton Village\2006 CIP Pipe
Rplcmt\1302 SEPA Appll060524a SEPA Checklist-FINAL.doc
A. BACKGROUND
1. Name of proposed project, if applicable:
Renton Village Stonn System Improvement Project
2. Name of applicant
City of Renton Surface Water Utility, Attn: Daniel Carey
3. Address and phone number of applicant and contact person:
City of Renton Surface Water Utility
Attn: Daniel Carey
1055 South Grady Way
Renton,WA 98055 425-430-7293
4. Date checklist prepared: May 2006
5. Agency requesting checklist City of Renton Development Services Division
6. Proposed timing or schedule (including phasing, if applicable):
Submit Environmental Checklist: May 2006
Advertise Project for Bids: July 2006
Construction: August -November 2006
If there are delays in design or pennitting construction would occur in 2007.
7. Do you have any plans for future additions. expansion, or further activity related to or connected
with this proposal? If yes, explain. No.
8. List any environmental information you know about that has been prepared, or will be prepared,
directly related to this proposal.
A Wetland Evaluation and Report for the new outfall has been prepared, and will be
included with the checklist.
A Geotechnlcal Report for the existing soil conditions and construction recommendations
is being prepared.
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. No.
10. List any governmental approvals or permits that will be needed for your proposal. if known.
Possibly City of Renton Exemption for Tree Cutting,
Possibly Washington Dept. of Fish and Wildlife Hydraulic Project Approval (HPA),
Possibly Army Corps of Engineers 404 Permit (Nationwide)
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11. Give brief, complete description of your proposal, including the proposed uses and the size of the
project and site.
The project involves constructing a new stormwater drainage system In the Renton Village
Shopping Center to replace the existing 42-and 48-inch stormwater system. The existing
storm system Is undersized and does not have the capacity to carry the peak flow from the
25-year, 24-hour storm event without overflowing. In addition, the existing 48-inch
corrugated metal pipe (CMP) in the lower section of the storm system is corroding. In 2005
about 10 feet of the 48-inch CMP collapsed at the outfall. The collapsed section was
removed and replaced with a temporary open channel.
The existing storm system conveys flows from the Rolling Hills sub-basin, mainly coming
from the east in a 42-inch pipe and a 72-inch pipe. The two pipes are connected on the
east side of the Thriftway food store, and the combined flow discharges in a 42-inch pipe.
· The 42-inch pipe runs to the southwest past the Thriftway store, across South Renton
Village Place, and through the parking lot on the west side of the One Renton Place office
building. In the parking lot the 42-inch pipe changes to a 48-lnch CMP, and runs to the
south to discharge to an open channel south of the parking lot. The open channel runs
along the south side of the shopping center to the west for about 670 feet to a 48-inch and
a 132-inch culvert, that carry the flow under 1-405.
The new storm system is currently being designed by an engineering consultant for the
City of Renton Surface Water Utility. The exact size and location of the system has not
been determined. The Surface Water Utility expects that the new storm system will start
on the east side of the Thriftway building at the existing manholes for the 42-inch and 72-
inch pipes, and will end at the open channel, at or nearfhe current discharge location. The
new storm system will be located near the existing storm system. The location may be
adjusted to account for existing utilities, surface features, and the best route needed for
construction and flciw capacity. The Surface Water Utllity has obtained large easements
' · .;. .from the affected property owners that will allow the Utility to locate and construct the new
storm system anywhere within the easements.
The size of the new storm system will be determined by the consulting engineering firm
based on the flow requirements. The new storm system will be sized to convey the peak
flow from the 25-year, 24-hour storm event The new storm system may consist of one
large pipe (54-to 72-inch), two pipes of equal or different sizes (42-inch to 72-lnch), a box
culvert (4 foot x 8 foot), or some combination of those systems and sizes. The SEPA
drawings show the potential locations for the new storm system. The new storm system is
expected to be approximately 600 to 700 feet long.
The open channel at the existing discharge point has suffered from erosion during high
flows. The new storm system outfall may be aligned more with the channel direction to
reduce the potential for bank erosion. The outfall will be rebuilt and the channel bank will
be protected with armoring, bio-engineered bank stabilization, and new plantings. New
vegetation will be planted along any disturbed areas on the bank.
The new storm system will be installed under the existing roads and parking lots. After
construction is completed the asphalt surfaces will be restored, and any curbs, sidewalks,
planting strips, vegetation, and other surface features disturbed during construction will
be rebuilt and replanted. The existing roads and parking lots will be returned to their
previous use.
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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
The project is located in the NE quarter of Section 19, Township 23N, Range 5E in the City
of Renton, King County, Washington. Latitude 47d 28'16"N, Longitude 122d13'00''W.
The new storm system will be located in the southern portion of the Renton Village
Shopping Center complex. It will start In the street on the east side of the Thriftway
grocery store and will run to the southwest through South Renton Village Place and the
parking lot west of the One Renton Place office building. The storm system will end at the
open channel on the south side of the parking lot. See the attached figures and plans.
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous.
other . flat.
b. What is the steepest slope on the site (approximate percent slope?)
Approximately 1 % ~ a/ft{, dt-up -frl v;(}'Jr J'~
~ CMA..LJWUlU~~ ,'it>/d ~~
1/k,,.
c. What general types of soils are found on the site (for example, clay, sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify them and note any
prime farmland.
The project area has been developed and is paved with asphalt or concrete.
The soils in the area are classified as "Ur'' by the Soil Conservation Service King
County Soil Survey. Ur is described as soil that has been disturbed by the addition
of several feet of fill for commercial and housing applications.
A geotechnlcal report for one of the buildings in the area showed that the existing
soil layers consisted of fine to medium sand, silt sand, sandy silt, and peat.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe. None known
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
About 1,400 to 2,000 cubic yards of soil may be excavated and replaced with
backfill for construction of the new storm system. A minor amount of fill may be
placed to regrade the disturbed ground surface so it drains to new or existing
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catch basin locations. The contractor will supply the backfill from licensed gravel
pits.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
Surface erosion is unlikely since the majority of the area is paved. The contractor
will be required to use typical erosion control methods described in the King
Country Surface Water Design Manual to control erosion from the excavation and
any soil stockpiles. Flow in the existing storm system will be diverted around the
work area.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
There will be no change in the amount of Impervious surface.
About 98 percent of the new storm system Is located in existing Imperious surface
(street, parking lot).
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
The contractor will be required to use typical erosion control methods In the King
Country Surface Water Design Manual, Including filter fabric fences and catch basin
inlet protection.
2. AIR
Work on the new outfall at the end of the open channel will be done In the dry.
Stormwater will be diverted around the work area, and sandbags and silt fencing
will be used to keep any water and sediment out of the open channel.
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile,
odors, industrial wood smoke) during construction and when the project is completed? If
any, generally describe and give approximate quantities if known.
During construction, dust and exhaust from construction equipment will occur.
After construction, no emissions are expected from the site.
b. Are there ·any off-site sources of emission or odor that may affect your proposal? If so,
generally describe. No.
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
3. WATER
Construction equipment will have mufflers and exhaust systems in good working
order. Dust will be kept down by watering the excavation and stockpiles as
needed.
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
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and provide names. If appropriate, state what stream or river it flows into.
Yes. The 670-foot long open channel on the south side of the Renton VIiiage
Shopping Center is an isolated segment of Rolling Hills Creek. The stream Is
shown as class 3 water body. The City had a wetland evaluation perfonned where
the existing storm water system discharges to the open channel. The evaluation
found that the area did not meet the crHeria to be classlfled as a wetland.
The open channel flows to a 48-lnch and 132-inch culvert, which run to the south
under 1-405. The culverts convey flow to an open channel adjacent to the Panther
Creek wetlands east of SR-167. Under high flow conditions the channel overtops
and discharges Into the wetland. The channel primarily discharges into a piped
City storm system In SW 19th St, which runs west for 3/4 mile to Springbrook
Creek. Springbrook Creek flows to the Black River Pump Station, which
discharges to the Green River. b,,JJ "'·
7k.St~Ql.,AR,M,tk.,wW!--(I.Ltd/lVf 11 .•. ·(! r{f(nWl /J pj.ro fiQ,(.t/ 3.
VI(,
2) Will the project require any work over. in, or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
Yes. The lower part of the new storm system is within 200 feet of the open
channel.
The new storm system will discharge to the open channel at or near the same
locatlon as the existing storm system. A new outfall wlll need to be constructed.
The trees and shrubs around the new outfall will need to be removed. The channel
banks near the existing outfall have suffered from some erosion during high flows.
The new stonn system outfall may be aligned more with the channel direction to
reduce the potential for bank erosion. The outfall will be rebuilt and the channel
bank will be protected with armoring, bio-englneered bank stabilization, and new
plantings. New vegetation will be planted along any disturbed areas on the bank.
/up~ ,J-fk~~ ,1--µ.. w-1£J<,,',f "Wf{A,'h"tJ.t,t/6.J13 ~.
Viv
3) Estimate the amount of fill and dredge material that would be placed in or removed from
surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material. Approximately 10 to 20 cy of rock may be placed
around the new outfall to protect the bank from erosion. The contractor wlll supply
the rock from licensed gravel pits.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose. and approximate quantities if knoym. !II<(. =~ 11 w.
/ls~ ~-fl,I. ~«~~~w..u,., 1/()(_..-,vw-v··-.···.· ""1
u,,.J,.d_ {o l<J,J.f ~ ltlwi'-fl· A-f.,H,nt. p'1...f, ~_,, lu. d,~ ,;. ~J!.t. i;ll,
5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan.
Yes. Parts of the new storm system, the existing storm system, and the Renton
Village Shopping Center complex are within the 100-year flood plain.
6) Does the proposal involve any discharges of waste materials to surface waters? . If so,
describe the type of waste and anticipated volume of discharge. No.
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b. Ground Water:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
If there is a high water table which affects construction excavation temporary
pumping would be needed to keep the excavation dry. Any groundwater would be
filtered to remove sediment and discharged back to the downstream storm system
or to the sanitary sewer system.
2) Describe waste material that will be discharged into the ground from septic tanks or other
sources, if any (for example: Domestic sewage; industrial, containing the following
chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of
such systems, the number of houses to be served (if applicable), or the number of
animals or humans the system(s) are expected to serve. NA.
c. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this water flow? Will this water
flow into other waters, If so, describe.
The Renton Village Shopping Center complex Is located at the bottom end of the
Rolling Hills Drainage sub-basin, which consists of about 900 acres. For existing
conditions the peak flow from the sub-basin for the 25-year, 24-hour storm Is about
117 cfs.
The majority of the storm water runoff from the basin is carried by the 72-inch pipe,
which comes into the shopping center complex from the east. Additional flow
comes from the northwest in the 42-inch pipe, and from local pipes in the shopping
center complex. Storm water from the 72-inch and 42-inch pipes are combined in
the 42-inch pipe and flow to the 670-foot long open channel along the south side of
the complex. The open channel flows to a 42-inch and 132-inch culvert, which
cross under 1-405 to the south. The culverts connect to the Panther Creek wetland
east of SR-167. Eventually the runoff flows to the Black River Pump Station and
the Green River.
2) Could waste material enter ground or surface waters? If so, generally describe.
Any liquid spills in the street or parking lots could enter the drainage system.
The same potential exists with the current drainage system.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
No new impacts are expected. The City of Renton Maintenance Department would
respond to any problems with the storm system or liquid spills In City ROW.
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4. PLANTS
a.
b.
Check or circle types of vegetation found on the site:
_X_ deciduous tree: alder, maple, aspen, other possibly cottonwood, aspen, alder
_X_ evergreen tree: fir, cedar, pine, other possibly small fir or pine trees _x_ shrubs
_x_ grass
__ pasture
__ crop or grain
__ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
__ water plants: water lily, eel grass, milfoil, other
__ other types of vegetation misc landscaping shrubs
What kind and amount of vegetation will be removed or altered?
Trees and shrubs located In landscaping islands and along the sidewalk may be
temporarily removed if the new stonn system is constructed across those areas.
Any landscaping vegetation will be replaced with similar species.
Some tree and shrubs at the new outfall and along the open channel banks wlll
need to be removed to reconstruct the outfall. Those areas will be replanted where
possible with native species and similar species. Ap(Jr. -=HJ{) ttf. l!/L..
c. List threatened or endangered species known to be on or near the site. None known.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
Existing landscaping, trees, and shrubs near the open channel that are removed
during construction will be replaced with native species and similar species.
5. ANIMALS
a. Circle any birds and animals which have been observed on or near the site or are known
to be on or near the site:
Birds: hawk, heron, eagle, songbirds, other--'s..,ma=l,,_1-=b.,lrd=s_.in.....,,g,.e,.,ne ... r"'a""I __
Mammals: deer, bear, elk, beaver, other Typical small mammals such as mice and
squirrels may be present
Fish: bass, salmon, trout, herring, shellfish, other _____ _
b. List any threatened or endangered species known to be on or near the site.
None known
c. Is the site part of a migration route? If so, explain. No.
d. Proposed measures to preserve or enhance wildlife, if any: NA.
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6. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the
completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
None needed for the 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: NA.
7. ENVIRONMENTAL HEAL TH
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk
of fire and explosion, spill, or hazardous waste, that could occur as a result of this
proposal? If so, describe.
During construction fuel and oil spills could occur.
1) Describe special emergency services that might be required.
Typical emergency services by the Fire Department and the City Maintenance
Division in case offlre, injury, or fuel spills.
2) Proposed measures to reduce or control environmental health hazards, if any:
The Contractor will be required to keep construction equipment in good operating
condition, and will be responsible to cleanup any oil or fuel leaks and spills, and
repair leaking equipment.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)? None.
2) What types and levels of noise would be created by or associated with the project on a
short-term or a long-term basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
Short-term: Noise from construction equipment may occur between the hours of 7
AM to 5 PM, Monday through Friday during construction.
3) Proposed measures to reduce or control noise impacts, if any:
The contractor will be required to keep the construction equipment's 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?
The site and adjacent properties are used as parking lots, roads, a grocery store,
and an office building. The south side of the site is bordered by 1405.
b. Has the site been used for agriculture? If so, describe. No.
c. Describe any structures on the site.
The location where the new stonn system will be installed consists of asphalt
streets, parking lots, sidewalks, and planting strips.
d. Will any structures be demolished? If so, what?
Portions of the existing stonn system will be removed and replaced, or abandoned.
Sections of the sidewalks and planting strips will be removed for construction.
They will be restored after the new stonn system Is Installed.
e. What is the current zoning classification of the site? CO/CA
f. What is the current comprehensive plan designation of the site?
Commercial Corridor
g. If applicable, what is the current shoreline master program designation of the site? NA
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
Portions of the site where the new stonn system will be constructed are located in
the Flood Hazard Area, and the Seismic Hazard Area.
Some of the open channel along the south side of the site is shown as Regulated
Slopes, "15 to 25 percent", "greater than 25 to 40 percent".
The existing storm system and open channel is shown as a class 3 water body on
the City of Renton Water Class Map.
i. Approximately how many people would reside or work in the completed project? NA
j. Approximately how many people would the completed project displace? NA
k. Proposed measures to avoid or reduce displacement impacts, if any: NA
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I
,..)>
I. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
The project replaces an existing stonnwater drainage system with a new storm
system that will have more flow capacity. The new storm system is expected to
reduce the frequency of flooding in the Renton Village streets and parking lots.
The new storm system will be under ground and the asphalt streets and parking
lots will be restored to their existing use.
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high, middle,
or low-income housing. None
b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing. None
c. Proposed measures to reduce or control housing impacts, if any: NA
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.
The new storm system will be under ground, except for the new outfall to the open
channel.
b. What views in the immediate vicinity would be altered or obstructed?
None.
c. Proposed measures to reduce or control aesthetic impacts, if any:
The disturbed area around the new outfall will be replanted with trees, shrubs and
grass.
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur? None
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No
c. What existing off-site sources of light or glare may affect your proposal?
None
d. Proposed measures to reduce or control light and glare impacts, if any:
NA
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12. RECREATION
a. What designated and informal recreational opportunities are in the immediate vicinity?
None
b. Would the proposed project displace any existing recreational uses? If so, describe.
No
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
NA
13. HISTORIC AND CULTURAL PRESERVATION
a. Are there any places or objects listed on, or proposed for, national state, or local
preservation registers known to be on or next to the site? If so, generally describe.
No
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or
cultural importance known to be on or next to the site.
None known.
c. Proposed measures to reduce or control impacts, if any: NA
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe proposed access to the
existing street system. Show on site plans, if any.
The site is served by S Grady Way, Talbot Road S, and South Renton Village Place.
Access to the site Is provided by South Renton Village Place or the private street
in the Renton Village Shopping center complex.
b. Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop? NA
c. How many parking spaces would the completed project have? How many would the
project eliminate? No change in existing parking.
d. Will the proposal require any new roads or streets, or improvements to existing roads or
streets, not including driveways? If so, generally describe (indicate whether public or
private?
No changes to the existing streets, the streets will be restored to their existing
condition.
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,
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation?
If so, generally describe. NO
f. How many vehicular trips per day would be generated by the completed projecl? If
known, indicate when peak volumes would occur. None
g. Proposed measures to reduce or control transportation impacts, if any: NA
15. PUBLIC SERVICES
a. Would the project result in an increased need for public services (for example: fire
protection, police protection, health care, schools, other)? If so, generally describe.
No
b. Proposed measures to reduce or control direct impacts on public services, if any.
The project wlll help reduce impacts on public services by eliminating a potential
stonnwater problem area.
16. UTILITIES
a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service,
telephone. sanitary sewer, septic system, other.
Electricity, natural gas, water, telephone, and sanitary sewer are available.
b. Describe the utilities that are proposed for the projecL the utility providing the service, and
the general construction activities on the site or in the immediate vicinity which might be
needed.
The new stonnwater system will be owned by the City of Renton In City ROW or in
pennanent Utility Easements granted by the private property owners. The new
stonnwater system will in installed in trenches excavated in the asphalt streets and
parking lots. Construction will be provided by the City of Renton through private
contractors.
C. SIGNATURE
I, the undersigned, state that to the best of my knowledge the above infonnation is true and
complete. It is understood that the lead agency may withdraw any declaration of non-significance
that it might issue in reliance upon this checklist should there be any willful misrepresentation or
willful lack of full disclosure on my part.
Proponent:
Name Printed: D~n ;e/ C arcy
I
Date: .5-2.f-OG
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May 2006
MAY 3 0 2::6
l'~ Jones & Stokes
Renton Village Storm System
Improvement Project
Wetland Delineation &
Reconnaissance Report
Prepared for:
Gray & Osborne, Inc.
701 Dexter Avenue North, Suite 200
Seattle, WA 98109
Contact: Barry Baker
206/284-0860
Prepared by: ~-¢ \\I ml
Jones & Stokes
11820 Northup Way, Suite E300
Bellevue, WA 98005
Contact: Robin MacEwan
425/822-1077
May2006
This document should be cited as:
Jones & Stokes. 2006. Renton Village Storm System Improvement Project: Wetland Delineation & Reconnaissance
Report. May. (J&S 06048.06.) Bellevue, WA. Prepared for Gray & Osborne, Inc, Seattle, WA.
I
Table of Contents
1. Introduction .......................................................................... 1
2. Study Area ............................................................................ 2
2.1. Project Area .......................................................................................... 2
2.2. Reconnaissance Area ................................................................ 2
3. Methods ................................................................................ 4
4. Results .................................................................................. 9
4.1. Wetlands .............................................................................................. 10
4.1.1. Vegetation ...................................................................................... 10
4.1.2. Hydrology ...................................................................................... 13
4.1.3. Soils .............................................................................................. 13
4.2. Streams .............................................................................................. 13
5. Permitting Implications ..................................................... 17
5.1. State and Federal Aquatic Permits ....................................................... 17
5.2. City of Renton Critical Areas Regulations ............................................ 18
6. References .......................................................................... 19
Figures
Figure 1. Project Vicinity Map ............................................................................... 3
Figure 2. USGS Topographic Map ....................................................................... 5
Figure 3. USDA Surveyed Soils .......................................................................... 6
Figure 4. National Wetland Inventory Map ......................................................... 7
Figure 5. Renton Wetlands Inventory Map ........................................................... 8
Figure 6. Project Area and Reconnaissance Area ............................................... 11
Figure 7. Sections ............................................................................................... 15
-------------" __ i_=J'----------M-,y-20-06
\
Renton Village t Jystem lmpro·Jemcnt ProjE:Jct
Appendices
Appendix A Photographs
Appendix 8. Wetland Field Data Forms
Acronyms and Abbreviations
City City of Renton
Corps U.S. Army Corps of Engineers
DNR Washington Department of Natural Resources
Ecology Washington Department of Ecology
FAC Facultative
HPA Hydraulic Project Approval
NWI National Wetland Inventory
NWP Nationwide Permit
OHWM Ordinary High Water Mark
RMC Renton Municipal Code
WCM Renton Water Class Map
USDA U.S. Department of Agriculture
USFWS U.S. Fish and Wildlife Service
USGS U.S. Geological Survey
WRIA Water Resource Inventory Area
May 2006 ii
1. Introduction
At the request of Gray & Osborne, Inc., Jones & Stokes conducted a delineation and
reconnaissance of wetlands and waters of the United States within the Renton Village
Stenn System Improvement Project area. The Renton Village Stonn System
Improvement Project is located in the City of Renton (City) between 1-405 and
Renton Village, close to the center of Section 19, T23N, R5E. No wetlands and three
drainages were identified within the Study Area.
The Renton Village stonnwater drainage system currently conveys Rolling Hills
Creek and additional stonnwater runoff in a piped conveyance system from SR 515
to an open channel between Renton Village and the 1-405 corridor. The City of
Renton Surface Water Utility plans to replace the existing Renton Village storrnwater
drainage system with a new system capable of carrying the peak design flow. One
aspect of this project will be to replace the damaged 48-inch corrugated metal pipe at
the outlet of the Renton Village stonn system. New energy dissipation will be
provided at the pipe outlet, as well as a means for turning the flow at the pipe outlet
to reduce erosion of the south bank of the creek, opposite the culvert discharge.
This report documents a wetland delineation conducted within the area surrounding
the damaged 48-inch culvert and additional wetland and stream reconnaissance
conducted downstream to the 48-and 132-inch culverts that convey Rolling Hills
Creek under the 1-405/SR167 interchange. The report defmes the areas of
investigation; outlines the methodology used; presents a summary of site conditions;
and discusses implications relevant to permitting the Renton Village Storm System
Improvement Project.
This document presents the investigation, best professional judgment, and
conclusions of Jones & Stokes. Therefore, it should be considered a Preliminary
Jurisdictional Determination and used with the understanding that it has not been
reviewed and approved in writing by the appropriate jurisdictional authorities.
May 2006
2. Study Area
The study area (Figure !) is bounded to the north by Renton Village parking lots and
to the south by the 1-405 right-of-way. The east boundary of the study area is the
outlet of a culvert that conveys a tributary of Rolling Hills Creek north under 1-405,
and the west boundary is the inlet of the culverts that convey Rolling Hills Creek
south under the 1-405/SR 167 interchange. The entire study area is approximately
l.17 acres and includes a 685-foot reach of Rolling Hills Creek.
2.1. Project Area
Two different levels of investigation were carried out in two different sections of the
study area. A complete wetland delineation was conducted from the culvert outlet at
the east boundary of the study area to a point approximately 50 feet downstream of
the damaged culvert location. This 0.25-acre area is referred to in this document as
the "Project Area" (Figure I).
2.2. Reconnaissance Area
A wetland and stream reconnaissance was performed along the 622-foot reach of
Rolling Hills Creek from the west boundary of the Project Area to the west boundary
of the study area. This 0.92-acre area is referred to in this document as the
"Reconnaissance Area" (Figure l ).
2
May 2006
\
\.""'
I
', , ~ ... Regional Vi £riity
Interstate
Highway
Watercourse
¢ '.)\ o Jones & Stokes
•
Sources : WSDOT (2005). King County (2006), TerraServer (2002)
0 1,000 2,000 3,000 1 -------<t;>
Feet
Figure 1. Project Vicinity Map
Wetland Delineat ion & Reconnaissance Report
Renton Villag e Storm System Improvement Project
May 2006
3. Methods
Jones & Stokes conducted a wetland delineation on April 4, 2006, to determine the
presence and extent of potential wet lands and waters of the United States in the
Project Area. The wetland delineation methods used are those provided by the US.
Army Corps of Engineers Wetland Delin eation Manual (Environmental Laboratory
I 987) and the Washingt on State Wetlands Identification and Delineation Manual
(Washington Department of Ecology I 997). Both manuals require the presence of
wetland indicators for vegetation, hydrology, and soils in order to consider an area a
jurisdictional wetland.
Within the Project Area, field sample plots were flagged with blue and white striped
flagging. Surface water drainages within the Project Area were also identified and
the Ordinary High Water Mark (OHWM) of all drainages was flagged with blue and
white striped flagging.
In addition to the wetland del in eation in the Project Area, and at the request of Gray
& Osborne, Jones & Stokes a lso conducted a wetland and stream reconnaissance of
areas directly west of the Project Area. The Reconnaissance Area was assessed for
the presence of wetlands and streams based on the same methods, though field data
forms were not completed for this area.
Literature sources reviewed prior to fieldwork include the following:
•
•
•
•
•
•
U.S. Geological Survey (USGS) topographic map, Renton Quadrangle (USGS
1994) (Figure 2);
U.S. Department of Agriculture (US DA) Soils Survey for King County, WA
(USDA 2006) (Figure 3).
USFWS National Wetland Inventory (NWI) Map (USFWS 2006) (Figure 4);
City of Renton Wetlands Inventory Map (Renton Municipal Code (RMC) Figure
4-3-050.Q.5) (Figure 5);
City of Renton Water C la ss Map (RMC Figure 4-3-050.Q.4); and
Washington Department o f Natural Resources (DNR) Water Type Map
(Washington State Department of Natural Resources 2006).
4
May 2006
.. f :.i. .......
"St.a
'-. I -........
Interstate
High way
' -(
I
{
j ·--n ..
I
'¢\)\@ Jones & Stokes
Sources :
0 1,000 2,000 3,000 ----------
Feet
Figure 2. USGS Topographic Map
Wetland Delineation & Reconnaissance Report
Renton Village Storm System Improvement Project
May 2006
D Ag, Alderwood gravelly sandy loam
• AkF, Alderwood and Krtsap soils
CJ AmC. Arents, Alderwood material
CJ An, Arents, Everett ma terial
• Be, Beausite gravelly sandy loam
D Ev, Everett gravelly sandy loam
c:J In, Indianola loamy fine sand
I::=! Ng, Newberg silt loam
• No, Norma sandy loam
D PITS, Pits
D Pc, Pilchuck loamy fine sand
D Pu, Puget silty clay loam
D Py, Puyall up fine sandy loam
RdC, Rag nar-lndianola associa~on
Rh. Riverwash
Sk, Seattle muck
LJ So, Snohomish silt loam
• Tu, Tukwi la muck
• Ur, Urban land
D W,Water
D Wo , Wood in ville silt loam
Inte rstate
Highway
Local Street
'""" Watercourse
¢<S~.1m Jones & Stokes
Renton \
Municipal .
Airport
So ur ces: USDA, NRCS , King County SSURGO (2004 ); TerraServer (2002); WSDOT (2005))
0 1,000 2,000 3,000 ---------Feet
Figure 3. USDA Surveyed So ils
Wetla nd Delineation & Reconnaissance Report
Ren ton Vi llage Storm System Improvement Proje ct
May 2006
Interstate
Highway
iZ'ZJ National We tland Inventory
Watercourse
¢%A Jones & Stokes
Sources: US FWS NWI (1988); WSDOT (2005): TerraServer (200 2)
0 1,000 2,000 3,000 -------Feet
Figure 4. National Wetland Inventory Map
Wetland Delineation & Reconnaissance Report
Renton Vi lla ge Storm System Improvement Proj ec t
May 2006
MERCER
Renton Municipal Code
Roads
-Wetlands
~~ ft Jones & Stokes
_,.,.....____,-...___, Creeks
~ Rivers
Lakes
'
..J
"
KE BOREN I ~ I \z::;-:!::, I
r--J~~ J, ~' -
' '
n \' .,,
"' "'
• .. .. ,,
City Boundary
Municipality Boundaries
\
' /\
I
Source : City of Renton Munici pal Code (2006)
0 0.5 Mlle 1 Mlle
Figure 5. Renton Wetlands Inventory Map
Wetland Delineation & Reconnaissance Report
Renton Villa ge Storm System Improvement Project
May 2006
4. Results
The proposed proj ect li es within the Western Ile mlock Zone (Franklin and Dymess
1988), a vegetative complex that occupies extensive lowlands and foothi ll s areas of
western Washington. Plant communities not altered by logging or urbanization
normally consist of western hemlock ( Trnga h e terophylla ), Douglas-fir (Ps eudotsuga
menziesii), and western red cedar (Thuja p!icata) with an understory of sword fem
(Polystichum munitum), vine maple (Ac er circinatum), and salmonberry (Rubus
spectabilis). Within this vegetative zone , rip aria n and wetland plant communities
tend to be dominated by red a lder (A/nus rubra), black cottonwood (Populus
balsamifera ssp. trichocarpa), and salmonb crry.
The study area is located within the Lower Green-Duwamish Basin (Water Resource
Inventory Area [WRIA] 9). The majori ty of the Rolling Hills Creek drainage basin is
located upstream and east of the Project Area and Renton Village. Immediately east
of Renton Village, at SR 515, Rolling Hills Creek and a tributary enter the Renton
Village stormwater drainage system. The storm system conveys flow east to west
and discharges Rolling Hills Creek int o an open channel in the Project Area. At the
west boundary of the Reconnaissance Area, Rolling Hills Creek flows into a 48-inch
pipe. A concr ete weir adjacent to the 48-inch pipe a ll ows high flows to bypass into a
second, 132-inch pipe. These two cul verts convey Rolling Hills Creek approximately
1.4 mile under the I-405/SR 515 interchan ge to an open channel adjacent to the
Panther Creek wetland on the east side of SR 167. The channel flows through
another piped system for approximately ~ mile to it s confluence with Springbrook
Creek. Springbrook Creek flows to the Black River Pump System which pumps in to
the Green/Duwamish River. The Duwarnish River flows into Elliot Bay/Puget Sound
approximately 15 m il es downstream of the Black River Pump Station.
Land use in the project vicinity consists primarily of commercial development along
the T-405 corridor. Soils in the area are mapped as Urban Land (USDA 2006)
indicating land primarily covered by streets, parking lots, buildings, and other
structures associated with urban areas. The NWI map and the City's Wetland
Inventory Map indicate no wetlands within the Project or Reconnaissance Areas.
Wetland data was collected at two sample plots in the Project Area and additional
observations were made at multip le informal sample plots throughout the Project and
Reconnaissance areas. Based on U.S. Army Corps of Engineers (Corps) and
Washington Department of Ecology (Ecology) criteria (requiring the presence of
9
May 2006
Renton Village
w e tland indi cators for hydrophytic veg etation, hydric so il s, and wetland hydrology in
order to co nsider an area a jurisd ic tional wetland), no wet lands were identified within
the Project Area or Recon naissance Area.
4.1. Wetlands
4.1.1. Vegetation
Within the Project and Re co nnais sa nce Areas, vegetation is dominated by Himalayan
blackberry (Rubus discolor). Cottonwood and red alder are common , particularly
a long the banks of Roll ing Hil ls Creek. Additional tree species include black locust
(Robinia pseudoacacia), black poplar (Populus nigra), pine (Pinus sp.), and Douglas-
fir. Shrub s pecies includ e Eng li sh ho ll y (flex aquifolium ), r ed-osier dogwood
(Co rnus stolinifera) apparently planted along the bank of the creek, and Red
Elderberry (Sambucus racemosa). I lerbaceous species include swordfern scattered
throughout the are a , frin gecup (Te llima grandiflora) along the banks of the creek,
field horseta il (Equisetum arvense), a nd reed canarygrass (Phalaris arundinacea)
(Photograph 1, Appendi x A).
At Sample Plot 1 (Figure 6 a nd Data Form 1, Appendix B), located on a bench beside
Rolling Hills Creek channel , greater than 50% of the dominant vegetation had a
wetland indicator statu s of fac ultati ve (FAC) (Reed 1988) or wetter. This meets
Corps and Ecology requ irements for wetland vegetation; however, the additional
required p a rameters (wetland hydro logy and hydric soils) were not met at thi s sample
p lot. Within the Project Arca, the ra tio of upland plant sp ecies increases ups lope
from this plot location.
The v e getation diffe rs in the southeast corne r of the Project Area where an
approximate ly 1,983-squ a re foo t a rea is dominated by reed eanarygrass and
Himalayan blackberry wit h no overstory (Photograph 2, Appendix A).
This area, immediately south of a tributary to Rolling Hills Creek , abuts the 1-405
right-of-way and is lo cated on a bench approximately 6 vertical feet above the incised
creek. Dominant vegetati on, lack of overstory , and proximity to the ri ght-of-way
suggest thi s area has been dis t urb ed. At Sample Plot 2 (Fi gure 6 and Data Form 2,
Appendix B), located within thi s area, le ss than 50% of the dominant veg e tation had
a wetland indicator status of F J\C (Reed 19 88) or wetter. This does not meet Corps
or Ecology requirement s for wetland vegetation.
Dominant wetland veget ati on was no t found in conjunction with positive indi cators
for the two other required parameters (wetland hydrology and hydric soils) at
a dditiona l, in fo rm a l sam ple p lots located in th e Proj ect and Reconna issance Areas.
May 2006 10
p
12" SE IE=18.35
,,,--.......__ RENTON VILLAGE /
/ --... PARKING AREA ~
A.Pf RL,X
I.), l'A\'Oh'.. ?
...II
--======----------_____ .,,...
------
y
L
ROLLING HILLS
i;,1uKM UKAlN~
132"CMP NE -v-.....__;;:_:'.=~~=::;==:;;=:;::::;:::::::::::::~L~----------------------IE-16.84 ------~
,,,--.......__ RENTON VILLAGE /
/ --... PARKING AREA ~
------.--
--
LEGEND ~ WPROl<. LOCl'T\ON OF \-405_/
Existing Culvert
Existing Drainage
Existing OHWM
Existing Fence
(Approx . Location)
Existing Quarry Spalls
~~ i Jones & Stokes
----------
-0----0---0-
Existing Contour, 5'
Existing Contour, 1'
Project Area
Reconnaissance Area
Sample Plot
Section Location
•
r ~
;,
~ .,, -----d~
~ "(f [
~-·-\ K
S TORM DRAIN
(3TOUTLET (APPROX )
i-:-t· . , . ~_'.__-, ~TRIBUTARY
--.,r OF ROLLING ~ \ \;ILLS CREEK
1-405
PLOT 1 LOT2
STORM DRAIN OUTLET (AP PROX .)
18"C ONC.
DRAINAGE
e-;
~
o· 25' 50'
I I I
100·
I
Figure 6. Project Area and Reconnaissance Area
Wetland Delineation & Reconnaissance Report
Renton Village Storm System Improvement Project
Ma y 2006
Wetland Delineation. ,nnaissance Report
4.1.2. Hydrology
The 2005-2006 winter was wetter-than-average based on historical precipitation
records. Total precipitation at Seatac, Washington for the months of December 2005
through March 2006 was 123% of the average precipitation for those months over the
past 58 years (Western Regional Climate Center 2006). The afternoon and evening
prior to the delineation, 0.12 inches of precipitation fell in Renton (Weather
Underground 2006).
Indicators of wetland hydrology meeting Corps or Ecology requirements were not
found at the two sample plots within the Project Area.
Similarly, at informal sample plots within the Reconnaissance Area, indicators of
wetland hydrology were not found in conjunction with positive indicators of the two
other required parameters (hydrophytic plants and hydric soils).
4.1.3. Soils
Soils in the Project and Reconnaissance Areas are mapped as Urban Land (USDA
2006), which indicates that the area is primarily covered by impervious surfaces and
structures associated with urban areas and that the soils have a likelihood of
disturbance related to urban development.
Two field sample plots (Figure 6 and Appendix B) and additional test pits throughout
the Project Area indicated that soils are primarily a silty clay loam. The soil matrix
ranged from chroma two to four. Where present, mottles ranged in abundance from
few to common, and in contrast from faint to distinct. However, no data from the
field sample plots met the criteria necessary to indicate hydric soils (See Wetland
Field Data Forms, Appendix B).
Similarly, at informal sample plots throughout the Reconnaissance Area, hydric soils
were not identified in conjunction with positive indicators for the two other required
parameters (hydrophytic plants and wetland hydrology).
4.2. Streams
Three drainages were identified in the Project and Reconnaissance Areas: Rolling
Hills Creek, a tributary to Rolling Hills Creek, and a drainage from I-405 (Figure 6).
At the east end of the Project Area, the tributary to Rolling Hills Creek daylights
from a 36" culvert after passing under I-405 (Photograph 3, Appendix A). From the
culvert outlet, the tributary flows west for 123 feet to the point at which the damaged
13
May 2006
Pavement Ordinary High Water
Existing Ground
~~~·;;:t:t"":· ;'-~;i : ~(;,-_,.., .. , _ 1:
30
~ 25 -;;; ~ 20 ~------------~~;;;;;;::c=:::::_ __ ~
r:: ,g 15
"' ii; 10
DJ
5
0
SECTION A Not to Scale
Pavement
Ordinary High Water
30 s
=25 s /1
·;; i,o SL-2
r:: ,g 15
"' ii; 10
DJ
mJones & Stokes
5
0
SECTION B Not to Scale
Existing Ground
30
i? 25
.'f. 20
_§ 15 -"' ii; 10
DJ
5
0
30
i? 25
of 20
r:: ,g 15
"' ii; 1 0
w
5
0
Pavement
~~·,s:,:, .. <'"".'-·>:~t;..l;if.~)':"~';_-
SECTION
Not to Scale
12" CMP Storm Drain Outlet
Pavement
SECTION
Not to Scale
vrdinary High Water
Existing Ground
Ordinary High Water
Existing Ground
Figure 7. Sections
Wetland Delineation & Reconnaissance Report
Renton Village Storm System Improvement Project
May 2006
Renton Village Systeri lmprc,v1:ment Project
48-inch culvert discharges Rolling Hills Creek into the open channel (Photograph 4,
Appendix A). The tributary is estimated to contribute 20-25% of the total flow of the
Rolling Hills Creek basin (Gray & Osborne 2006). From its confluence with Rolling
Hills Creek at the damaged 48" culvert outlet, the channel continues 685 feet west
before entering a 48-inch concrete culvert that conveys Rolling Hills Creek under the
I-405/SR 167 interchange.
East of the damaged 48-inch culvert outlet, the Rolling Hills Creek tributary channel
is approximately 3 feet wide and deeply incised (Photograph 5, Appendix A).
Downstream from the damaged culvert outlet, the Rolling Hills Creek channel ranges
from approximately 7 to 12 feet wide.
Within the Project Area, the creek has steep banks (Figure 7 and Photograph 6,
Appendix A) and the substrate ranges from silts to sands to gravel. In the middle of
the Reconnaissance Area, benches alternate sides (Figure 7 and Photograph 7,
Appendix A). At the west end of the Reconnaissance Area, the stream banks are
more gently sloped (Figure 7 and Photograph 8, Appendix A).
Both the Rolling Hills Creek tributary and Rolling Hills Creek are jurisdictional
waters of the United States. Rolling Hills Creek is identified by the City on the
Renton Water Class Map (WCM) as a Class III Stream (RMC Figure 4-3-050.Q.4).
The City's Critical Areas Ordinance defines Class III streams as non-salmonid-
bearing perennial waters during years of normal rainfall and/or those mapped as
Class 3 on the WCM (RMC 4-3-050.L. la). The minimum buffer width for Class III
streams in the City is 75 feet (RMC 4-3-050.L.5a).
The reach of Rolling Hills Creek within the Project and Reconnaissance Areas is not
identified on the DNR Water Type Map. However, reaches of Rolling Hills Creek
upstream of the Project Area are identified and are designated Type F, indicating the
creek may be used by fish for spawning, rearing or migration (Washington State
Department of Natural Resources 2006).
The third drainage within the Project Area originates at an 18-inch concrete pipe that
discharges I-405 drainage into the Project Area. The culvert outlet is approximately
40 feet south of Rolling Hills Creek (Photograph 9, Appendix A). No surface flow
was observed in this drainage during the site visit; however, evidence of OHWM /
scour and a depression containing standing water were observed between the culvert
outlet and the drainage's confluence with Rolling Hills Creek. Based on the evidence
ofOHWM, and the drainage's direct connection with Rolling Hills Creek (a water of
the United States), it is likely that the Corps would consider this drainage
jurisdictional. This drainage is not currently classified by the City or the DNR.
May 2006 14
Wetland Delineation & nnalssance Report
5. Permitting Implications
5.1. State and Federal Aquatic Permits
Activities which may result in a discharge of dredge or fill material into waters of the
United States require Section 404 and 401 permits (issued in the state of Washington
by the Cmps and Ecology respectively). Additionally, an Hydraulic Project
Approval (HPA) issued by the Washington Department of Fish and Wildlife is
required for any construction activity that will "use, divert, obstruct, or change the
bed or flow of any of the salt or fresh waters of the state" (RCW 77.55.011).
Rolling Hills Creek is both a state water and a water of the United States and, as
such, 404, 401, and HP A permits may be required for activities associated with the
replacement of the damaged culvert in the Project Area. However, if all project
elements remain within the existing culvert footprint, it is possible that the project
may be exempt from a 404 permit. If a 404 permit is required, the Nationwide
Permits (NWP) that may apply are NWP 3 (Maintenance) and NWP 14 (Linear
Transportation Crossings). This should be confirmed with the local Corps project
manager.
It is likely that the Corps would also consider the 1-405 drainage located within the
Project Area to be a jurisdictional water of the U.S. Determination of the potential
jurisdiction of this drainage is up to the discretion of the permitting agencies. If this
drainage is identified as a jurisdictional water, activities impacting it may also require
permits. The proposed project does not include any alteration or modification to this
drainage other than bank protection/stabilization within the channel of Rolling Hills
Creek at the damaged culvert outlet.
To apply for state and federal permits, a Joint Aquatic Resources Permit Application
(JARPA), which consolidates multiple permit application forms for federal, state, and
local permits, should be submitted. Refer to the instructions on the JARPA form for
complete submittal requirements.
17
May 2006
Renton Village System Improvement Project
5.2. City of Renton Critical Areas Regulations
The proposed project may require a permit and/or letter of exemption as established
by the Renton Municipal Code (RMC) Critical Areas Regulations. A Critical Areas
Regulations review (See RMC 4-3-050 [Critical Areas Regulations] and RMC 4-8
[Permits-General and Appeals]) will be required to ensure compliance with City
regulations related to work within the OHWM and buffer of Rolling Hills Creek and,
possibly, the I-405 drainage. Additionally, a Stream Study including an Impact
Evaluation may be required by the City (See RMC 4-3-050.L.3 and 4-8-120.D. l 9).
Early consultation with the relevant local, state, and federal agencies is recommended
to confirm permit requirements.
May 2006 18
6. References
Cowardin, L. M., V. Carter, F. C. Golet, and E. T. LaRoe. 1979. Classification of
Wetlands and Deep Water Habitats of the United States. (FWS/OBS-79/31.)
U.S. Fish and Wildlife Service. Washington, DC.
Environmental Laboratory. 1987. U.S. Anny Corps of Engineers Wetlands
Delineation Manual. (Technical Report 4-87-1.) U.S. Anny Corps of
Engineers Waterways Experiment Station. Vicksburg, MS.
Franklin, Jerry F., and C.T. Dyrness. 1988. Natural Vegetation of Oregon and
Washington. Oregon State University Press. Corvallis, OR
Gray & Osborne, Inc. 2006. Renton Village Storm Repair Hydrologic/Hydraulic
Analysis. May. Seattle, WA
Municipal Research Services Center. 2006. City of Renton Municipal Code (RMC).
Available:
http://search.mrsc.org/nxt/gateway.dll/rntnmc?f=templates&fn=rntnpage.htm
$vid=municodes:Renton. Accessed: January 25 through April 10 2006.
Reed, P.B., Jr. 1988. National List of Plant Species that Occur in Wetlands:
Northwest (Region 9). (Biological Report 88(26.9).) Prepared for U.S. Fish
and Wildlife Service Wetland Inventory, Washington, DC. St. Petersburg,
FL.
Washington Department of Ecology. 1997. Washington State Wetlands Identification
and Delineation Manual. (Publication No. 96-94.) March. Olympia, WA.
Washington State Department of Natural Resources. 2006. Water Type Map.
Available: http://www3.wadnr.gov/dnrapp5/website/fj,ars/viewer.htm.
Accessed: April 6, 2006.
Washington State Legislature. 2006. Revised Code of Washington. Available:
http://apps.leg.wa.gov/rcw/default.aspx. Accessed: April 5, 2006.
Weather Underground. 2006. History for Renton Washington. Available:
http://www.wunderground.com/history / airport/KRNT /2006/ 4/3/Daily History
19
May 2006
Renton Vill.-ige System lmµrovrc:mi?ni Pro1ect
.html?req_ city= N A&req_ state= NA&req_ statename= NA. Accessed: April
10, 2006.
Western Regional Climate Center. 2006. Monthly Total Precipitation, Seattle Tcoma
WSCMO AP, Washington. Available: http://www.wrcc.dri.edu/cgi-
bin/cliMONtpre.pl?waseat. Accessed: April 10, 2006.
USDA (U.S. Department of Agriculture). 2006. NCSS Web Soil Survey. Available:
http://websoilsurvey.nrcs.usda.gov/app/. Accessed: January 24, 2006.
USFWS (U. S. Fish and Wildlife Service). 2006. National Wetland Inventory.
Available: http://www.fws.gov/nwi/. Accessed: April 3, 2006.
USGS (U.S. Geological Survey). 1994. Topographic Map. 7.5-Minute Series.
Renton Quadrangle. Geological Survey. Prepared by USGS. Denver, CO
May 2006 20
Appendix A
Photographs
Photog raph 1. Typical Project Area Vegetation
Understory vegetation 1n the ProJect Area is dominated by H1r'la ayan blac ~berry .
Dominant tree species are cottonwood and red alder
Photograph 2. Vegetat ion in Southeas t Corner of Project Area
Vegetation in the southeast corner of the Proiect Area 1s don,,, ,a1ec by reed ca naryg rass and
Himalayan blackberry. (Photo taken looking west from eas: ooundary c' Proiect Area)
A-1
Photograph 3. Rolling Hi lls Creek Trib utary Culvert Outlet
A tributary to Rolling Hills Creek disc harges frorr a 36 cmp cu lvert at the east
boundary of the Proiect Area
Photograph 4. Renton Vi llage Storm System Culvert Outlet
Ro ll ing Hills Creek discharges from t·e dama9ed 48 ,r.:h ccrrugated metal pipe. Quarry spall s
border the creek for 24 feet until its corfl,e·ce w,th •.he ;ributary to Ro lli ng Hills Creek
A·2
Photograph 5. Rolling Hills Creek Tribut ary -Proj ect Area
The tributary to Roll ing Hills Creek upstream of the damaged Calvert outle t (look ing east)
Photograph 6. Rolling Hills Creek -Project Area
Rolling Hills Creek 75 feet downstream of the damaged c, ve". Cl.:let ,lco ,ing east ).
A-3
Photograph 7. Rolling Hills Creek -Re connaissance Area
Rolling Hill s Creek Reconnaissance Area 1look 1ns wes:.1.
Photograph 8. Rolling Hil ls Creek Cul vert Inlet -Reconnaissance Area
Rolling Hills Creek at west end of 1n Re~o"na,ssance Area (looking west 10wards the 48 . cul ve rt inlet).
A-4
Photograph 9. 1-405 Drainage Culvert Outlet
The intermittent 1-405 drainage outlets from a culvert at :he sout h oounda ry of the
Project Area and continues approximately 40 feet north to ,ts co•flu ence with Rolling Hills Creek
A-5
Appendix B
Wetland Delineation Data Forms
Project/Site: Wl:'fD>N y,u.M,E"
DATA FORM
ROUTINE WETlAND DETEHMINATIO.,
(1987 COE Wetlands Delineation Manual)
STI>i?-M SY>'Ft'.' 11"\l>Jw@'.ltl::II '?-
Applicant/Ov. GITY OF 1<-~NTb!::i
.. lrwespgator(aj: _ ].. MA"E):(6 t:f i. • ~-.JottN!>c N
-Ll./1.-1/01,, uate:
County: ~!~"'3
. _§~~~-WA
Do normal circumstances exfst on site? <&:> No Community ID: 1 ll::I a== ..
Is the site signilloantly disturbed (atypical situation)? Yes di@' TransectlD:
Is the area a nntentiaJ c,roblem area? (If needed, ,_,fain on reverse.) Yes ·/No) Plot 10: '
VEGETATION
Dominant Plant Sl">ar'!ies Stratum Indicator Dominant Plant s....,..;es Stratum
1. YQE: ul-!.! :. ~J.:So~•r:fJY-T FA'-' 9.
2 :E:~\)~ ~\5, Co 1..Q:& .s. Pf!l..0 10.
3. A1,NI).!> J?.,ns,.,t,.. T £AC... , 1.
4. 12
5. 13.
6. 14.
7 15.
8. 16.
_:.f!!!!!!btant Sf!!.des ··-·----····----........
Percent al dominant•-'-that are OBL FACW or FAC /excludlno FAC-l. 2-/-.., -: a i.
Remat1<S: t'L-dr I\, ,:, .,-,. I ,.:V,."'1::'::, "''/ II'( 1> \>.,) .. tT'{T) C. ~(';.~ON
HYDROLOGY
_ Recorded Data (Describe In Romano,); Wetland Hyd!Ology Indicator.I
_stream. Lake. orTlde Gauge Prtmary Indicators:
_ Aerial Photographs _Inundated
_other _ Saturated In Upper 12 Inches
_Wala<Marko
~ No Ra<:<>raed Cata Available _ Drill Unes. __ Oepceita
_ Drainage Pallems In Wetlands
F"teld Cll>serwtlons:
Oepth of Surface Water: l:ltl>l,.,; Qn.)
Sec<,ndary Indicators (2 ot mots noqulred):
_ OXidlZed Root Channels In Upper 12 Inches
_water.stamed Laves
Depth b,-Fres Water In Pit c,l~>-IE Qn.) _ Lccal soa Survey Data
Oepth to Saturated Soll: >\b Qn.) =~=::Remal1<S)
Remarko: , No ~b \\~\AG,'( \ .. .,. ' C.l<TI>I>-$. c"i!.:sell.\c'&.:> •
Indicator
--
SOILS
Map UM Name
~'f!,.,AN \.AN.!::, ,:1/A (Serteo and Phase): Drainage Class:
"' I A.
Field Observations
.• Taxonomy ,(Subg_roup): ••••• Connrm Mappe,Hype7 •••. Yes-·-No-·-·-
Profile Descriptions:
Oepth . Matri,c.COlor Mottle Colors MotUe
/Inches) Horizon ILlunsell Moist) t'Munsell Moist) Abundance/contrast Texture. Cona'etlons. Structure, etc.
Q-b'f A -:i. ' ~ '1'1~-.... h .. N,.uN, E. ,-... /_ A .S.\ L-'"TY C.1,6'( LOl::!.'M
/2-lf' 3!, k
-::i .s '<le. -...13 >!.1;,. "f"}<\l:!,T C.'-l:,'<. ~At'\ lc>:J::B. la/!:;1 l~'<i!: Coo-\ "'o I'.\ ' :011,3'.f
--·-···---····-·· --····---······----··········---··-··· ----·---------·--·---·······-
Hydrlc Soil lndk:atcrs:
Hlstosol -eor.c. etiof ts __ Histlc Eplpedon __ High Organic Content In Sutfaca lay,,r In Sandy S<lis
__ Sulftdlc Odor __ Organic streaking In Sandy Solis
__ Aqulc Moisture Regime __ Usted on i.CCal Hydtlc Soils USt
__ Reducing Condltlons __ Usted on Nallonal Hydrfc Sols Ust
--Gleyed or Low-Chroma COiors __ Other (Explain In Ramarks)
Remarks: NO \J,'(b~ >.o\L, \ N,'l:,\(fi'D)" s 1"De.i-mn a:..
WETLAND DETERMINATION
~ Vegetaaon Prasent? ~ No (Cln:le) (Clrcle)
Wetland H)Grclogy Present? ~ ® H)'lnc Soils Present? .Yes -Is 1111s sampllnQ point within a -.net? Yes
Remarks: _t'\o i>OS \""!)\) I: I N. 'I:,\ C """"12-f Ft, (4.. "'~ 1',l'b 1-\ ~ t, a., l.-0 c::;. 'I cl<. W~~
~\i...$
-'?LOT" L-0 C.i'<"TE '::> ""'\> ~ )( ' 1--' E"h;. "T 0~ R>UJN.(,, l'I\U.S, cil-l;E ~ 6N, "ti.~c.H
/',.'<?(l.Oy. '2,. I "-'i!.o'<'E C. u (1. i2-<a.~, ~IL .s-,(2..F,',c~ ELSVA:-n <>l-l ,
-L-t> c.'<\_.. ~ t CTr<:n • N ~~ a."'e"I:> ,..~c:.oN \ e:v ;;-r,,:i,,..:," ,:>~\Q(L
-ro s.,TE" "'!. ,T' (o.,:i.")TOT1<'-~
-v,1e,,ea.--n1--M~Mt-,T:. 1,>1,-i"\'I=.""'(!.. (,,,s-). t>I" ;...J~~fc. '?~el.I>' .lAl-1-fvlf<(l..
Project/Site: -::,
AppJicanUOwner:
.. 1nvest1gator('!t__
DATA FORM
ROUTINE WETLAND DETERMINATkm
(1987 COE Wedands Delineation Manual)
'" . ,J,, • A,-E::T""71,I),"-" c..,.-.f~t-'' v1;:;~cNT?
?:n:x: n~ l'!:ctcN>Ot! ' E:-t:lo~l.i"!;;I ~ -P. -.) O t;l 1-1..!.<> I::\
Date: l;j [v. [ol,
I
County: )41 t:\"'
•• State: le:! b
Do normal circumstances eic1st on stte7 ® No Comnrunity ID: \JfL
Is the site slgniflcanlly dl5lurtled (atypical sltuatton)? Yes ~ Transect ID:
Is the area a notentfat croblem area? (If needed, exi::lain on reverse.) Yes 60 Plot 10: 7_
VEGETATION
Dominant F'lant SnM'.ies Stratum Indicator Dominant Plant Sn,r,r.ies Stratum lndlc:alor
1.Y.-=!2 l! ~ "° !:2 l!::: s. f.A£..V 9.
2.lW,l ,!.ll,!~ MV!::!l21~Qa ~ ~ EA(.,~ .10.
3. 11.
4. 12
5 13.
6. 14.
7. 15.
.
a. 16.
. ..:.E2!!!!!!!~ ·-··-·-·--
Percent of dominant•-'-!hat ate OBL. FAC'>N or FAC /exdudlno FAC•l. '/7.--:, ST) i.
Romarks:-f't...oT 's. NC."T ":l::.o""' I N ~ '6 '{ ~ '{ 'I> (2.;) j:>\>. +n c.., vei:;. ~,'(:"n o t-l .
-i>L.O, "l,o"" I ,_.-,a ~'{ . ..ra..~•N -"' P1 Ch -n, i,.,s "Na. w e:-o ~-
HYDROLOGY
_ Recotded Data (Desctlbe In Remarlcs): w-.ci Hydrology Indicators
_S1ream. Lake. otTlde Gauge Primary llldlcalots:
_Aorial Photographa ---Othar _ Salunmld In Upper 12 Inches
WwrMarks -.:l No Ra<:o<dad Data AvaBable _DriftU-.
--Oepaeit:s _ Drainage Patlema In Wetlands
Field ObsetVatlons:
~~t
Secarldal y lndk:alor.l (2 or more required):
Oeplh of Surface Watsr. Qn.) _. Olcidlzeo Root ChanneJs In Upper 12 Inches
l::ilS!~~
_ Waler.Stained l.eeveo
Depth to Frae wat.er In Pit: Qn.) -Local Soi Suivey Data
FAc.Neutral Test
Depth to Saturated Soll: ;> \ b Qn.) = Other (Explain In Remarial)
Remal1al: -'NO ,.;~,',Nb wl t>d> 1-0 c::. '( t 1-\t:..\c.~lt..S 6b,s~J s.':, •
-,'LOT 1,0 ~ ~X. £ I/ l,rt,n 011 .. ~/'<:C,•>IE: €;l.E,,j1':'I") coJ ~ .s~~" v.J~
.-4'\, A.._ ,J Ll.., • c. •AU;E'I,(.
-
SOILS
Map Un~ Name
'3!?,-':ll,~ ~1~ (Sertes and Phase): 1.6):l]:, Drainage Class:
. , I • Field Observations
•• Taxonomy.(Sut)jlroupl: -·· Connmi MappJd TJp_e? .• Yes.. No-·--·
Pronle Qescrip~gns:
Depth ' Matrix.Col.,.-.. Mottle Colors Mottle
nnches' Horizon '"unsell Meis~ n. JunseH Moist\ Abundance/Contrast Texture Concretions, Structure etc.
,o < a. ,./"l. 10 '? .... 'S lz.
0-b'' A-,o :J ,_ v\ /z. IP i'f'. "'I~ l.6~"""-0 r::l )?1$Dr,l0: Sll,-T Y>t•t'I w ID'! C,,@:M p._ f..
I j
b.-lb II :i?. 't! '(~ 'i ':1 b\O~e;'. ..,/A S.p.-::i: l,,.,of:J t:!)J .
·--···-··-·---···---· .. ·---····---··---···-·······-·····-··------· --··---------·--·-···-----·· .. ···•
H)'dr1c Soll Indicators:
'
Hlstcool --Concre!lons = Hlstic Eplpedon __ High Organic Content In SUrface Layer In Sandy Soils
__ Sulfldic Odor __ Organic Streaking in Sandy Soils
__ Aqufc Mc1stura Regime _ Listed an Local Hydrlc Soils List
_ Reducing Conditions __ Listed on National H~ Soils Ust
__ Gleyed or l..aN-CMma Com __ Other (Explain In Remarks)
Remarks: Ne, 1-1 'll:> f\..\ c.. ,S..o \ l,.. I Nl'>,L-.> ,,_ ~ O°B,S€ /2-oJe-'I:> ,
''
WETLAND DETERMINATION
lfydn,phydc Vegelallon Present? Yes ~(Clrde) (Clrcle)
Wetland lfydrology Present? Yes @) Hydric S<nls Present? Yes (!:ID ' Is lhfa sampling point within a -..ri Yes
Remartal: .... t-lt> "i> CS. rT"l .: 11-1" ,c.,..-,.·~ .:+=;, I'--J-.N"" • t' "3 1' r•c{l-/<1N'l:e"'-"'(l .... f, -.,ii;a;e-n·.
.... 'j'L.o, ' L-«.Mt.""'O -y;e.w~,-1 =*"" ( r .. "I os Ot-1 rn G. I' ll,EN c. I\ f'<#P(L.,)(..
6 'ie-t-'Tl (./<I.; fl;Err' ~~ .S.~M
.... A?tfl.c>~ . o.n .. " \.,.,OC In,-t''2.= Ii' ~<>..:l 12FU a..1><'() ~-ON'-, €'vE""l-ll~
l"'rLl o IL -rt:> '!:, r\E' ,J \S.. \\'".
.... v''E "t"e<>... -n-1/'<N N/,etl..,/'<s. 'c vJ l t-l\"ic.~ ("•'· 0~ N~-f'('Z...E Prt.-i:""1..\Q • ~ -""""2-(. >I
-z,o(, ,';:S c.,.""' />,',<2.c-0 -ru 5q. -iEk«-Pit--=•f f,,v~t,..E),
Approved by HQUSACE 3/92
'
INTERFUND TRANSFER . LUA-Cft~CQ'/
Date:_3o __ v1',_(J./t--{)-"---· ~-.·~ Transfer Number: ·-------
General Description:
('.; .t t .. , \/·1 i
r
Ii,.-, ) , ~-Ji
l . r, · ,t-./ _ , , 1.,,r ' J
Ith ,. (( ./: Ii I
Department To Be Charged (Transfer Out -From) _ __;_P .... /_P'--'-1 .... ?_l_v ______ :
Description Account Number WO/Function Amount
R (, I J., ... Vil,,, ..
s~t, ··>-> ~~~ (I, ... J, ;,,./ 4. · ?, ~1> . {'I/! 5Ub /,§425'/ /Ir Tl -, , 5. ot.Ji12S -S200
' i,;-'4 ·:.
( j ·-·· I '! --
Department Authorization: ,.,-.-' ~ I. I ~ /
I -I
I...~"' /
Department To Be Credited (Transfer In -To) __ P_rs..;;...;.0.J __ (.:....!..yJ,_1a_V1_Vl_1..i;VJ5:..1,0:;.._ __ :
Description
£..A, :/-. t·=,Jr<--.1 r~u
DrvELOPMENT PLANNING
'::ITV OF RENTON
MAY 3 O 2000
H:CEIVEO
I''",. '
Account Number
,··"' rv, aoc.>l--,
WO/Function Amount
<: .. I 0 1/vY,,
Distribution:
White: Finance Department
Yellow: Department to be O.arged
Pink: Department to be Oedited
Printed: 05-30-2006
Payment Made:
CITY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RECEIPT
Permit#: LUA06-061
05/30/2006 1 0:21 AM
"-1._0r'MENT PLANNING
'I /"Y (~·;r f'--i'(=l\rrCN
MAY 3 0 2006
._.~'.;';/fl;
Receipt Number: R0602692
Total Payment: 1,000.00 Payee: INTERDEPT TRANSFER
Current Payment Made to the Following Items:
Trans Account Code Description Amount
5010 000.345.81.00.0007 Environmental Review 1,000.00
Payments made for this receipt
Trans Method Description Amount
Payment !OT
Account Balances
Trans Account Code Description
3021 303.000.00.345.85 Park Mitigation Fee
5006 000.345.81.00.0002 Annexation Fees
5007 000.345.81.00.0003 Appeals/Waivers
5008 000.345.81.00.0004 Binding Site/Short Plat
5009 000.345.81.00.0006 Conditional Use Fees
5010 000.345.81.00.0007 Environmental Review
5011 000.345.81.00.0008 Prelim/Tentative Plat
5012 000.345.81.00.0009 Final Plat
5013 000.345.81.00.0010 PUD
5014 000.345.81.00.0011 Grading & Filling Fees
5015 000.345.81.00.0012 Lot Line Adjustment
5016 000.345.81.00.0013 Mobile Home Parks
5017 000.345.81.00.0014 Rezone
5018 000.345.81.00.0015 Routine Vegetation Mgmt
5019 000.345.81.00.0016 Shoreline Subst Dev
5020 000.345.81.00.0017 Site Plan Approval
5021 000.345.81.00.0018 Temp Use or Fence Review
5022 000.345.81.00.0019 Variance Fees
5024 000.345.81.00.0024 Conditional Approval Fee
5036 000.345.81.00.0005 Comprehensive Plan Amend
5909 000.341.60.00.0024 Booklets/EIS/Copies
5941 000.341.50.00.0000 Maps (Taxable)
5954 604.237.00.00.0000 Special Deposits
5955 000.05.519.90.42.1 Postage
5998 000.231.70.00.0000 Tax
Remaining Balance Due: $0.00
1,000.00
Balance Due
.00
.00
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.00
.00
.00
.oo
.00
.00
.oo
.oo
.00
.00
.oo
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.00
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.00
...-...-
I'-.
C\I
I
I'-.
C\I
I
Cl..
3:
(J)
1
NORTH
\
\
[
I
LEGEND
--•--
REPLACEMENT STORM SYSTEM
AL TERNA TE STORM SYSTEM
LOCATION
()--EXISTING STORM SYSTEM
12-INCH SD
28.1 29.0 X
\
I I -I I ~
I I
0
RENTON
----. -----. ··----.
-~c-_j
-----=-=-t:::::..---.:_-~--_J I
I ...
I .. --··
I ' .
' .
\ •.
\
____ L
/ -
,-9. r L
I
CINEI\/IA I
------------.. --
I
--,. _____ ---·--ooc-----.c----;-
/ [ /.
I /
--·---J I I /
PROFILE THROUGH EXISl"ING STORM SYSTEM
······························································································································· .
: SCALE -. .
: HORIZ: 1" = 40i ---OPEN CHANNE;L_
. . . . ' . . .
EX. OUTFALL
48''.CMP . : .
-45" ll:.=20.44'' -
' ' ..
--· SLJMH 12:··,
RlfA EL-26.12 : . .
-42:' IE .18.25 -:
· REPLACEMENT_ STORM SYSTEM
TYPICAL ALIGNMENT ·
X
• RJ:!.OCATE; .
-12"W: ·
. .
SDMH 9f3" • -• : SUMH 144 ~ •
RIM EL 28,!) . -. : . RIM .ll=29:.9 . .
_ _ , _ _ :TELE" . GAS?: • -: 42" JE~20.3: -: 72" 1[=21 J
NEW CB:S -:HERE? -EL UNK : : 48" IE=21 .:1 -
/
: VERT:• -1 "= 5' • -..• ..•....•...... ····················:··············· \\,···· _ ..... : ... 1:w .....
· · ····~··EL LJNK
_ 48(' _ IE:"-18.25 _ • _
__ .----· --
-__ .• rHERE NEEDED~-----~t·-~ :_···--~-~·-·~---~:;;~cc•·-~--~:_:_ ~~--~~~~-··········· \·························· ···-··30
: -. : --:,.4' COV[R--. : -: : .
• -I • --. ------------__,__ ~,
-;---------------. ; ____ _;---· '
-----;---____ _
-----=---,,,.--. ---.
~=~=~=· =t =· ~..............j---ri----'-----'----1-tt?i·· • · • __---25
--NEW OUTFALL r; __________ --------..,. __________ l______ • -• (\ --: -. -----------_· ----_-_--_ ---• • EX.72"CONC _
. • • ... • . : BANK PROTECTION / • ------: , \ ____ .,-.----------,=~ --. -: . : .
_ _ : (BIOENGINEERING, --~;-c\ _________ . _ --· --: : -'
•. _ ..... • .... _ .. • ... : ... P/.A~TJNG~i .. R!P:-:-IW') ..•............. 8:· ff.:-~-~_::=_ .. ;-:~_::;;_,-::::.=-~=--~=--.. -::-.. -~--~-.. -:-:-: .. -~:~-.~-.. -:-:-: ... -:"'." .. -~-.~-.. -:-:-: ... t •. -~-. ~-. -~-.. -:--.. -~-. ~-.. 7.: .-:--.. -~-. ~-. ] .. =~:'T=~~==-:j 1-c __ -'-_ .. -.. '--'_ .. ~ ... -'-, .. :""'"·. ~ ... ~ ... ~ ... ~ .. ~ ... ~ .. _+-_ •• -•• ~-•• ~ •.• -••• -.-. •_;_· .-••• -•• +_ .-•.• -_ .. -•. -'• ,-... -.. ,-.. -._ .. -.. ,----,--~=-=·. -... -... -.. _.,...._ .. =-.. -.. _H_ .. 1. ~71 .. -.~ ' ................................ -•. 20
. ----. ------:-----. . -~---. . . . . -
.. EX.4-B"CMp-'-'------------· . ·--i--·-· ---~--. -.. c-·-~ --· ----_ . -• EX.42"CONf°-· ...
P"S_D :12"ss -1-2"ss :
. . . -. 'i---1 · FST · : lEE . ,[L _? .. C .. ·.,, . _ . . . . . . _ IL-18 /lJ. . . . --.
· · : tX.~8''CONC: -
..............•...•...............•.............•..... tE_ \JNK·································:··················-···················································································································································-·-······ 15
SURI/EYED: SC>J..E: DAffi
City Topo and File Info
"~'"'°' As Noted
VERTICAL.: NAVO HISS
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
RENTON VILLAGE STORM SYSTEM
IMPROVEMENT PROJECT
5/24/06
~~+--~~~~~~~~~~~~~-l--~-+--~--1-~---1 DWC
DRAWN:
DWC
NO. REVISION BY DATE APPR APPROVED;
RS
ONE INCH
AT RJU SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FlELDBOOI<:
PAGE:
SEPA SITE PLAN IJATI.I M
~-1 1
DRAWING NO:
1 Planning/Building/Public Works Dept.
SHEET: OF:
D-2711