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HomeMy WebLinkAboutLUA02-069 EW-8 — --- - -$- -- ---
Legend
as--- Remediation System Utilities r i •
gI
Storm Drain
Sanitary Sewer
Water (n
• Manhole
411111111M1111111111r1111111111111111WANNIk
f." Fire Hydrant --- -- m��
Catch BasinillIMIIIMIIIMmimilINIMINIME
��
/% SS
® ::::nWellHandhote
��t j �/ -'��
Storm System InIeUOutfall /
' t7
•• ri
/ I cn
Extraction /
Well Coordinates in Feet ` ! / _3
Well ID Northing Easting /
EW-1 196486 1301716 i I
EW-2 196537 1301709 t;
EW-3 196590 1301717 I
`I -2 - I
EW-4 196630 1301754 ( ` Yfl)
li
EW-5 196641 1301807 �' e
EW-6 196640 1301867 '
)1
EW-7 196639 1301947 iiiii,
-1
1
EW-8 196749 1301808 /
/ N
o
0 mom- 0
/ /
1//4
o
y 0
o
Remediation System
Vault Area / �
II,1i \ / v �, t �,� Q
/Fr _.
IMIN
Q m
Gravity Discharge 0� ,' �
��� 094(.1
to Sanitary Sewer '14/. o
co
SS
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� RECEIVED a)
Notes , r
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1. Remediation system layout developed by Aspect �I \ / S, o o too in
Consulting;layout of all other items developed by others. i
v
2. Horizontal Datum: Washington State Plane Coordinate Feer o
System(SPC),NAD 93/91,North Zone. mTE
Groundwater Extraction and Treatment JuIy2006 PROJECT NO.
3 Remediation system utility runs include electrical conduit , / ASpecLconsuLtln9 DES ev 050004
and PVC piping carrying arsenic-impacted groundwater ` \ , IN-DEPTH PERSPECTIVE System Layout
o DAM
(a dedicated pipeline from each extraction well), / - a,
contained in a common trench. Refer to Figure 9. / ,, ,�,Nod� ,11 F��, ,,,,o Former Barbee Mill Site eYP,� FIGURE No. m
' / e.:.enaoe Wand.WA ce++o s..N.WA 98101 .,���oa, m
`,
( )7�0370 ( )316]N3 Renton,Washington 0
Sample Port— Pressure Gage
Extraction Well Handhole
(Note 1)
Electrical Conduit
Ti s Groundwater Pipelines(Note 4)
(Note 2)
qq
Pump Support Cable 4 ..----- ji' o"Min.
Gravel �� , �
(2"Thick)
Eye Bolt / 6 Min.
3 Utility Trench (Note 5)
Trench Backfill (Note 6)
Concrete Seal
_� Bentonite Chips, Hydrated
Nominal 10"Diameter
2' Borehole
Extraction Well(Note 3) 4" ID SCH 40 Stainless Steel Casing
---�� 4" Pipe Size SCH 40 0.060-inch
V-Wrap Stainless Steel Screen(10'Length)
Submersible Pump —...„.....„,,,,,,,,,,,st
,7-- Filter Pack, 8x12
Colorado Silica Sand 3
$
0
0
a
0
Notes
1. Provide traffic-rated handhole with locking lid. .
2. Top of handhole to be flush with development finished grade(i.e.,finished roadway surface in the case of
handholes at EW-1 through EW-7). If handhole is installed before development finished grade has E
m
been attained, Contractor shall coordinate required installation depth with developer. 3
3
3. Extraction well depths shall be approximately 20 feet; precise depths to be field-determined based on conditions 0
N-
observed during drilling. q
to
4. Number of groundwater pipelines in trench varies from 1 to 8 (a dedicated pipeline from each extraction well
to the remediation system vault area). Q
5. Construct utility trench and install conduit and pipelines in accordance with City of Renton Drawing B077, TA
7,
"Pipe Bedding for Sanitary Sewer"(Class F Design). E
6. Trench backfill shall conform to the requirements of"Bedding Material for Flexible Pipe"in the Aggregates
Section of the City of Renton standard specifications. 'n
Not to Scale o
0
°"` July 2006 PROJECT NO. G
%AspectconsultingExtraction Well and Utility Trench
RSPETIVE Construction Schematic °DAH 050004W-DEPTH PEA6PEC10
79Mad,one Lane/b8Y 01IFYNAvenueY.80 Former Barbee Mill Site "Msal
F cv
IGURE NO.
BehBrNge Isle.WA 99110 SeeN14 WA 98104 (4)n(„w 9 CO
(298)2839220 (108)3ffi]M0 Renton,Washington
a
Legend it Go/. I ,iatIAPIVA/1/1 4.1 (
1. HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE
b /,1,7;/
Passive Attenuation Zone /1/1/1/(t7g/14) 5evveq - 2. VERTICAL DATUM: NAVD 88.
// ,,/
,,/•//,'•/ / /
/ ,, /,,,,,
0 WP-6 Proposed Well Point
3. PRIMARY VERTICAL BENCHMARK: USGS"GAGINGSTA",BRASS DISK /,. / /' %-/#, /
STAMPED"USGS"SET IN A DRILL HOLE IN THE SW CORNER OF A -„
-CMW-1
Proposed Monitoring Well Location
LARGE SLOPING CONCRETE STRUCTURE ON THE NORTHEAST SIDE OF /pAr / /ie. I/ ,
9, / I/ i,/,• /
'- if/ f / r
A 36"CORRUGATED PIPE THAT HOUSES A STREAM GAUGE ON THE
/..---- / ) /' ',.,// /,, / )
1".t • Proposed Extraction Well Location
WEST SIDE OF THE MAY CREEK BRIDGE ON LAKE WASHINGTON e• , • . •Iy/ A / f j
,..7.0"114/Alr. ' .: #/ /A /
t' \1 -- i-,
BOULEVARD. ELEVATION: 28.91 FEET.
it ,PZ-1 Proposed Piezometer Location '
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ii.; ,.,.-,4,71, i .4/ %
, I `N. /N- \ 1 f }.,,,.,.4 I f i f , l
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---- / -' 1_/ tsj / AERIAL CONTROL BY OTAK,INC.IN 2003. BOUNDARY LINES SHOWN -7,;,44;„,,,-*.P.41 / I ,?••••• ,A, _._._.-/
( I '. : , A -- '\)(''''\r>"---- --\ / ARE FROM A.L.T.A. A.C.S.M.LAND TITLE SURVEY OF SOUTH PARCEL .II,fiif i ifil : .Air Of / 'r
..,...rr / , 1 / ) / _———— FOR JAG DEVELOPMENT BY BUSH,ROED&HITCHINGS,INC.DATED 440,..wit &
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DATE
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-c t L'-'. MLI:lit ti 11 Atiggia y taty. ,w i 0,-2 8,0 ity,00. 511.
.\. . \ \,-.. -, -,-„ii,-,, , :., tclov,t,..,,,,,,:,,,,„0.t, t-,•1;, , \i„ ..„ .....:. '. ./... ''frl N, irirmazi Confirmation and Performance Monitoring July 2006
\ \ \, \
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P 41' ,* _ consulting DES)GeriEDSY 050004
( \ 1 ) , _ , i ,1 \ v ) i , 1 , . •...•4.4.4101.1.016.
-----•--'NV fr.' Well Locations JJP o
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IN-DEPTH PERSPECTIVE - W
\ \ t 1 1 1",,\s' \'‘'—— \ ( kZ( 4..". 1 ) 1 '..:'• , 1,.. i ' .'...I'''' ,,,,,4/
4101 Lake Washington Blvd. North ms co
,IPAtil...411011111 1rAlf•Awiltr'.. s...49,7_. _r.-2 _ -
i,,,,,4 ,
12
, .. 7.al Vow... , , IN Madrone Lane North 811 First,,Avez= Co
.../.., , Beinbeldge Island WA 08110 Sea(12,1)3._. Renton,Washington
1 206)780-0370
ci\/ , \ ‘,•.-.)] i: -1 i AARE ''1 "/ '. kV1,\ (-
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EN-S
Legend
Remediation System Utilities n
- . Storm Drain
Sanitary Sewer
Water to
to
i Manhole
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1. Remediatbn system layo t developed by Aspect �I I III k
Consuking;layout of all other items deveoped by others. , ° m 1� `"
2.Horizontal Datum:Washington State Plane Coordinate i - -"
System(SPC),NAD 93/91,North Zone. 1` I 1 d PROJECT No. o
3 Remediation system utiliryruns inclWeelectrical mMuit ,: , Illi ASp'Ctcons-utting Groundwater Extraction and Treatment a '"',,„ g.
os000a
and PVC piping carrying arsenic-impacted groundwater ' -, I ec,n, System Layout
(a dedicated pipeline from each extraction well), 1 FIGURE RG. .1contained in a common trench. Refer to Figure 9. - , • e Former Barbee Mill Site .�^ne
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Legend /
/•
Silt Fence(Approximate)
IN\N\,\\y Passive Attenuation Zone(Approximate) �
' Facilaiess,Soil Area
Sto Availabkpiles,Etcor Contractor
---- -- Elevation Contour(Based on NAVD/88)e
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o teo I Attachment D-Site Plan = N6
\Aspectle..tr,9 osooa
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/yyyy 4503 Lake Washington Boulevard North
% // I I_ I_ I I I w•••• Renton,Washington m 1 a
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' Sections 29 & 32, Township 24 North, Range 5 East, W. M.
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Barbee Mill Soil Remediation Project •••••••50* N222/96 •
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4101 Lake Washington Blvd.North,Renton .9..-90400....: ',
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51
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SEE
DRAWINGS)
r
BARBEE MILL SOIL REMEDIATION/LUA-02-069
PARTIES OF RECORD
Bruno & Anne Good
605 S. 194th St.
Des Moines, WA 98148
206-824-0768
4ICR P/LMEC
Last printed 07/10/02 12:29 PM
SEE
DRAWINGS)
vvv, 7.F/1
221200 0010 221200 0020 221200 0030
Stewart Johnson McLaughlin Properties LLC Jon Youngblood
4100 Lake Washington Blvd. N.#A101 PO Box 60106 4100 Lake Washington Blvd. N. #A103
Renton WA 98056 Renton WA 98058 Renton WA 98056
221200 0040 221200 0050 221200 0060
Lois Wywrot Darrell & Linda Inglemund Ronald Hutton
4100 Lake Washington Blvd. N.#A104 900 87th Avenue NE 4100 Lake Washington Blvd. N.#A202
Renton WA 98056 Medina WA 98039 Renton WA 98056
221200 0070 221200 0080 221200 0090
Therese Luger Darrell & Linda Inglemund Mehmet Gurel
4100 Lake Washington Blvd. N.#A203 900 87th Avenue NE PO Box 1921
Renton WA 98056 Medina WA 98039 Lancaster CA 93539
221200 0100 221200 0110 221200 0120
Lance&Caren Gibson Maria Floreson Kimberly Ann Kelly
4100 Lake Washington Blvd. N.#B102 4100 Lake Washington Blvd. N. #B103 4100 Lake Washington Blvd. N.#B104
Renton WA 98056 Renton WA 98056 Renton WA 98056
221200 0130
221200 0140 221200 0150
Rande&Celia Cruze
Alan Robert Konn Mehmet Gurel Kenneth Carl
5105 Highland Drive PO Box 1921 4100 Lake Washington Blvd. N.#B203
Bellevue WA 98006 Lancaster CA 93539 Renton WA 98056
221200 0160 221200 0170 221200 0180
Cheryl Dapello Jane M.Jelinek Lee Ernst
1420 NW Gilman Blvd.#2268 2259 74th Avenue SE 4100 Lake Washington Blvd. N.#C102
Issaquah WA 98027 Mercer Island WA 98040 Renton WA 98056
221200 0190 221200 0200 221200 0210
Kevin Anthony&Jennifer Lew Linda K. Stonich Bruno&Ann Good
4100 Lake Washington Blvd. N.#C103 4100 Lake Washington Blvd. N.#C104 605 S. 194th Street
Renton WA 98056 Renton WA 98056 Des Moines WA 98148
221200 0220 221200 0230 221200 0240
Charles& Sharon Lynn Harwood Steven Bagby&Angela Lee James&Jane Muscat
4100 Lake Washington Blvd. N.#C202 4100 Lake Washington Blvd. N.#C203 1308 Queen Avenue NE
Renton WA 98056 Renton WA 98056 Renton WA 98056
221200 0250 221200 0260 221200 0270
Gary Gibson Andrew Newing Colleen Allen
4100 Lake Washington Blvd. N.#D101 8815 116th Avenue SE 4100 Lake Washington Blvd. N.#D103
Renton WA 98056 Renton WA 98056 Renton WA 98056
221200 0280 221200 0290 221200 0300
Beverly Wagner Jason S. King Paul &Amy Houser Jr.
4100 Lake Washington Blvd. N.#D104 4100 Lake Washington Blvd. N.#D201 2230 Squak Mountain Loop SW
Renton WA 98056 Renton WA 98056 Issaquah WA 98027
221200 0310 221200 0320 292405 9002
Hidelco &Akira Nagamine Steven Ruegge Quendall Terminals
2783 Freedom Blvd. 4100 Lake Washington Blvd. N.#D204 7620 Lake Washington Blvd NE
Watsonville WA 95076 Renton WA 98056 Renton WA 98056
322405 9005 322405 9036 322405 9039
Burlington Northern Santa Fe Gardner Hicks Donald Baldwin
PO Box 96189 4008 Lake Washington Blvd. N.#4 4017 Park Avenue N.
Fort Worth TX 76161 Renton WA 98056 Renton WA 98056
322405 9049 322405 9050 322405 9058
Port Quendall Company, aka Jag Dev. Neil Thomson Patricia M. Helina
505 5th Avenue S.#900 PO Box 76 4004 Lake Washington Blvd. N.
Seattle WA 98104 Mercer Island WA 98040 Renton WA 98056
322405 9059 322405 9081 334270 0005
Gardner Hicks Clarissa Fawcett Barbee Forest Products, Inc.
4008 Lake Washington Blvd. N.#4 4008 Meadow Avenue N. 4101 Lake Washington Blvd. N.
Renton WA 98056 Renton WA 98056 Renton WA 98056
334270 0415 334270 0425 334270 0427
Margaret Hunt Thomas &Caryl Hunt Bruno& Sarah Nicoli
3908 Lake Washington Blvd. N. 3916 Lake Washington Blvd. N. 3404 Burnett Avenue N.
Renton WA 98056 Renton WA 98056 Renton WA 98056
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Not for Construction §
I i Aig • BARBEE MILL SOIL REMEDIATION n>�
E NEIGHBORHOOD DETAIL MAP e�RB� co. "
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8 p�8 n Pt A KEB KEB _
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1 Sections 29 & 32, Township 24 North, Range 5 East, W. M.
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SOUTH PARCEL
•
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(STRAFE FOREST PRODUCTS.INC.) i4Fi :
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....
''.' CR • CAT.6.14 FlTirl!•1::aELFF2:1'"1-E17 17":All'CP'76"'"'''''741" SITUATE IN 1.COUNTY OF NINO.STAT OF WASHNOTON.
.
CC COW.,CURB
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,...,
FLOOD 2.E.
TITLE REPORT REFERENCE,
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MS RN APPEARS ON RATIONAL FLOOD INSURANCE RATE MAP,DAM THIS SIRVEY WAS CONDUCT.ACCORONC TO.ABOVE DESCRIPTOR.
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CO CLEANOUT 91.H SONE.../..(ANA Y.RE BASE 11000 ELEVATORS ARE DETERMINED).
1.4,0,11,gREZINZITED OR RESCIIVED AVTER VHS DATE ARE NOT
.....•
Ow CONCRETE PIPE WE'R TO COY OF PEN.DATA.
EASERWITS/RESTRICTONS.44 GS coottlaps VERTICAL DATUM
9 PRIVATE ACCESS TO SAID PREMISES IS ACROSI A RAILROAD ROO-
.
:,':, CIS CONCRETE WALK/VIALL ELEVATORS
REFER TO CITY OF WHIMBASED ON BENCH MARK NO.NCO.TCP OF OE-RAY. 9115 COMPANY MILL REWIRE'NAT NE.PRIVAir ROADWAY
.0 CROSSING ACREEMEN,AND ANT ASSOWENTS OR k •
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US.BRASS DISC ON NE SMTIEAST CORN.OF CONCRETE SKEW.AT NODIFICAT.5 THFRECF NI.KW ISSUED BY THE RAILROAD
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tszmo)�Yo CITY JF RENTON
Planning/Building/PublicWorks Department
Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator
September 22, 2006
•
State Department of Ecology
Northwest Regional Office
3190 160th Ave. SE
Bellevue, WA 98008-5452
SUBJECT: Revised Shoreline Management Substantial Development Permit for
File No. LUA-02-069, SM, ECF, SP
Dear Sir or Madam:
Enclosed is the Revised Shoreline Substantial Development Permit for the above referenced project. The
permit was reissued by the City of Renton on September 21, 2006. The Environmental Review (SEPA)
Determination of Non-significance was issued on July 23, 2002.
We are filing this action with the Department of Ecology and the Attorney General per WAC 173-14-090.
Please review this permit and attachments and contact me at (425) 430-7382 if you have any questions or
need additional information.
Sincerely,
Elizabeth Higgins
Project Manager
Enclosures: Administrative Decision
Project Description
Legal Description
cc: Office of Attorney General
Applicant/Owner
1055 South Grady Way-Renton, Washington 98055 RENTON
AHEAD OF THE CURVE
This pacer contains 50%recycled material 300/nest consumer
RRENCE
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CITY OF RENTON +n� 44111
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R�
SHORELINE MANAGEMENT ACT OF 1971 N .
-
PERMIT FOR SHORELINE MANAGEMENT
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT, REVI'
APPLICATION NO.: LUA-02-069, ECF, SP, SM (Revised)
DATE RECEIVED: June 6, 2002,
Revision request received July 26, 2006
DATE OF PUBLIC NOTICE: July 5, 2002, [Notification not required for
Shoreline Permit revision]
DATE APPROVED: September 9, 2002
(Revision approved September 21, 2006)
TYPE OF ACTION(S): [ X ] Substantial Development Permit, Revised
[ ] Conditional Use Permit
[ ] Variance Permit
Pursuant to RCW 90.58, the City of Renton granted a Shoreline Substantial Development Permit on
September 9, 2002. Pursuant to WAC 173-27-100, on September 18, 2006, the City of Renton
approved a revision to the Shoreline Substantial Development Permit granted in 2002.
The Shoreline Substantial Development Permit was approved for the following action:
APPLICANT: Robert Cugini; Barbee Mill Company
PROJECT: Barbee Mill Soil Remediation Project
DEVELOPMENT The applicant has proposed the implementation of
DESCRIPTION: an Independent Remedial Action Plan (IRAP) for
upland areas of the Barbee Mill site. The project would result in the excavation and
removal of approximately 21,500 cubic yards of arsenic contaminated and elevated
zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000
square foot single-story metal (former kiln) building would be demolished in order to
access the contaminated soils. After excavation, the contaminated soils would be
stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21,500
cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for
approximately two months.
An Environmental (SEPA) Review Determination of Non-Significance — Mitigated
(DNS-M) was issued for the project on July 23, 2002. Subsequently, approval of the
Special Fill and Grade permit for the application was issued subject to conditions on
September 9, 2002. No appeals were filed.
Barbee Shoreline Revision.doc
CITY OF RENTON
SHORELINE MANAGEMENT ACT OF 1971
PERMIT FOR SHORELINE MANAGEMENT
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT, REVISED
APPLICATION NO.: LUA-02-069, ECF, SP, SM (Revised)
DATE RECEIVED: June 6, 2002,
Revision request received July 26, 2006
DATE OF PUBLIC NOTICE: July 5, 2002, [Notification not required for
Shoreline Permit revision]
DATE APPROVED: September 9, 2002
(Revision approved September 21, 2006)
TYPE OF ACTION(S): [ X ] Substantial Development Permit, Revised
[ ] Conditional Use Permit
[ ] Variance Permit
Pursuant to RCW 90.58, the City of Renton granted a Shoreline Substantial Development Permit on
September 9, 2002. Pursuant to WAC 173-27-100, on September 18, 2006, the City of Renton
approved a revision to the Shoreline Substantial Development Permit granted in 2002.
The Shoreline Substantial Development Permit was approved for the following action:
APPLICANT: Robert Cugini; Barbee Mill Company
PROJECT: Barbee Mill Soil Remediation Project
DEVELOPMENT The applicant has proposed the implementation of
DESCRIPTION: an Independent Remedial Action Plan (TRAP) for
upland areas of the Barbee Mill site. The project would result in the excavation and
removal of approximately 21,500 cubic yards of arsenic contaminated and elevated
zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000
square foot single-story metal (former kiln) building would be demolished in order to
access the contaminated soils. After excavation, the contaminated soils would be
stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21 ,500
cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for
approximately two months.
An Environmental (SEPA) Review Determination of Non-Significance — Mitigated
(DNS-M) was issued for the project on July 23, 2002. Subsequently, approval of the
Special Fill and Grade permit for the application was issued subject to conditions on
September 9, 2002. No appeals were filed.
Barbee Shoreline Revision.doc
City of Renton P/B/PW Department Shoreline Substantial Development Permit
BARBEE MILL SOIL REMEDIATION PROJECT Page 2 of 4
The Revision to the Shoreline Substantial Development permit consists of the
following action:
APPLICANT: Robert Cugini; Barbee Mill Company (same)
CONTACT: Dave Heffner, P.E.
Aspect Consulting, LLC (206-328-7443)
811 First Ave S, Suite 480
Seattle WA 98104
PROJECT: Barbee Mill Groundwater Remediation Project
DEVELOPMENT The applicant has proposed construction of a
DESCRIPTION: passive attenuation zone (PAZ) as follow-up
activity associated with the implementation of an
Independent Remedial Action Plan (IRAP) for
the Barbee Mill site. Following completion of excavation and off-site disposal of arsenic-
contaminated soils in May 2006, which was work approved under the Shoreline Substantial
Development Permit issued in 2002, it was found that elevated arsenic concentrations
remain in groundwater. Work permitted by the revision to the Shoreline Substantial
Development Permit is intended to remediate this situation. The location of the
contaminated groundwater is isolated at the northern portion of the property upland from the
Ordinary High Water Mark (OHWM) of Lake Washington. Unlike the original Shoreline
Substantial Development Permit, no work within 200 feet of May Creek would be required.
The revision to the permit would result in the construction of an `L' shaped subsurface
passive attenuation zone that would be located in the northwest corner of the property. The
purpose of the proposed PAZ would be to remove arsenic before the groundwater migrates
off site to Lake Washington or to abutting property to the north.
The west-east portion of the PAZ would be parallel to the northern property boundary and
equal to approximately one-half the width of the property. The north-south portion would be
parallel to the Lake Washington shoreline, equal to about one-third of the shoreline length.
The PAZ would be ten feet from the OHWM and not within public rights-of-way.
The PAZ would consist primarily of sandy soils mixed with approximately 10 percent of
attenuation media. The attenuation media, which would be either granular iron or steel
wool, would remove arsenic as groundwater flows through the attenuation zone. Excavated
fine-grained soils will be used with the potential exception of replacement by up to 10
percent total soil volume with clean imported fill to increase permeability of the mixture. The
base of the PAZ would be coincident with an underlying silt layer at a depth of
approximately 20 feet. The top of the PAZ would be protected by a layer of quarry spalls
and a geotextile fabric placed just below the ground surface, but above the seasonal high
water table.
The PAZ would be located in a trench approximately 10 feet wide with an overall length of
1,130 feet. The depth to the base would be approximately 20 feet. Up to 200 truckloads of
attenuation media, imported fill soil, and quarry spalls would be transported to the site over
a period of 2 months.
Barbee Shoreline Revision.doc
City of Renton PB/PW Department Shoreline Substantial Development Permit
BARBEE MILL SOIL REMEDIATION PROJECT Page 3 of 4
Two piezometers in wells would be located within public rights-of-way. These would be
used several times a year to measure ground water levels.
Monitoring wells located along the shoreline and the north property boundary would be used
to measure groundwater quality. Once installed, the PAZ would be expected to operate
maintenance-free, although compliance monitoring would be conducted to assure that the
PAZ was performing as intended. Because arsenic-contaminated soils have been removed
from the site, arsenic concentrations in groundwater are expected to decline over time. The
attenuation capacity of the PAZ has been designed to function until arsenic levels in
groundwater decline to acceptable levels. Therefore, it is not anticipated that replacement
of attenuation media would be required.
The remediation system would include a process for extraction and treatment of
contaminated groundwater on-site, with disposal of treated groundwater into a nearby King
County wastewater system. Seven extraction wells, for the purpose of removing
groundwater for additional on-site treatment (Pump-and-Treat System), would be located in
public rights-of-way and one would be under a private access drive. The on-site treatment
facility would be located within the surface water quality tract.
The construction of the PAZ would take approximately 2 months and, if approved, would be
scheduled for the fourth quarter of 2006.
EXHIBITS: 1. Vicinity Map (no date)
2. Site Plan (June 2006)
LEGAL DESCRIPTION: See attached
SEC-TW NP-R: 32-24N-5E
WITHIN 200 FEET OF THE ORDINARY Lake Washington
HIGH WATER MARK OF:
APPLICABLE MASTER PROGRAM: City of Renton
The following section/page of the Master Program is applicable to the development:
Section Description Page
4-3-090.J Urban Environment page 3-25
The Shoreline Substantial Development Permit was undertaken pursuant to the following
terms and conditions:
1. The applicant shall comply with all SEPA mitigation measures established by the
Determination of Non-Significance — Mitigated (DNS-M) issued by the City on July
23, 2002 (Exhibit 'A').
2. The applicant shall comply with all conditions of approval required by the Hearing
Examiner as part of his decision for the Special Fill and Grade Permit issued
September 9, 2002 (Exhibit 'B').
Barbee Shoreline Revision.doc
City of Renton P/B/PW Department• Shoreline Substantial Development Permit
BARBEE MILL SOIL REMEDIATION PROJECT Page 4 of 4
3. The applicant shall comply with all construction conditions required by the State
agencies.
This permit was granted pursuant to the Shoreline Management Action of 1971 and
pursuant to the following:
1. The issuance of a license under the Shoreline Management Act of 1971 shall not
release the applicant from compliance with federal, state, and other permit
requirements.
2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline
Management Act of 1971 in the event the permittee fails to comply with any condition
hereof.
3. A construction permit shall not be issued until twenty-one (21) days after approval by
the City of Renton Development Services Division or until any review proceedings
initiated within this twenty-one (21) day review period have been completed.
Gregffaffm 6
C74//°'
Zimm an, mi�ator Date
Planning / u. din / Public Works Administrator
cc: Attorney General's Office
Applicant
Yellow File
Barbee Shoreline Revision.doc
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Legend / //
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qV Appro mate Arne Available far Contract/ r
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j Barbee Mill Passive Attenuation Zone
�" i I i , 4503 Lake Washington Boulevard North
/ /7Z I. ( I I I ! 1 :_". ..M I Renton.Washing. I o
SUBDIVISION GUARANI
ORDER NO. 814728-C3
/', SCHEDULE A
THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE:
A. TITLE IS VESTED IN:
BARBEE FOREST PRODUCTS, INC., A WASHINGTON CORPORATION, AS TO THE LAND
HEREIN; AND BARBEE MILL CO., INC., A WASHINGTON CORPORATION, AS TO THE
IMPROVEMENTS THEREON
B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE
FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED
AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID
REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW
UNDER RECORD MATTERS.
THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE:
1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF.
2. WATER RIGHTS, CLAIMS OR TITLE TO WATER.
3. TAX DEEDS TO THE STATE OF WASHINGTON.
s-.
4. DOCUMENTS PERTAINING TO MINERAL ESTATES.
DESCRIPTION:
ALL THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON AND OF SECOND CLASS SHORELANDS ADJOINING LYING
WESTERLY OF NORTHERN PACIFIC RAILROAD RIGHT OF WAY;
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF THE WESTERLY
PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
RECORD MATTERS:
I. DELETED
2. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR
CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES
OF KING COUNTY WATER DISTRICT NO. 107 AS DISCLOSED BY INSTRUMENT RECORDED
APRIL 1, 1981 UNDER RECORDING NO. 8104010618.
3. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT
OF WAY; ALSO RESTRICTIONS, CONDITIONS AND PROVISIONS OF ANY ISSUED "PRIVATE
ROADWAY AND CROSSING AGREEMENT."
,,-` 4. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE FROM THE STATE
OF WASHINGTON OR PORT OF SEATTLE FOR ANY IMPROVEMENTS SUCH AS WHARVES,
DOCKS, PIERS, SLIPS OR OTHER MARINE APPURTENANCES WHICH EXTEND INTO LAKE
Page 2
PLANNING/BUILDING/
♦ "- 47..)♦ PUBLIC WORKS DEPARTMENT
-eNrvO� MEMORANDUM
DATE: September 12, 2006
TO: Juliana Fries
FROM: Elizabeth Higgins
SUBJECT: Barbee Mill Revision to Shoreline Permit
Juliana—attached to this memorandum are the submittal materials for revisions to the
shoreline permit issued for soil remediation at Barbee Mill. The Shoreline Substantial
Development Permit was issued in 2002 (LUA02-069) and the work was completed in
May 2006. I have the file for that project, from the Clerk's office, on my desk if you
need to see it.
Please review this material and let me know if you see conflicts with the approved
preliminary plat, utility placement, or other actions associated with this property.
We are now trying to issue the revised permit as soon as possible, due.to previous delays.
Thank you for your review.
h:\division.s\develop.ser\dev&plan.ing\projects\2002 projects\02-040 9.2006+\memorandum to juliana revision to
permit.doc
itk
As actconsuIting DEVELOPMENT PLANNING
IN-DEPTH PERSPECTIVE CITY OF RENTON
JUL 2 6 2006
RECEIVED
July 26, 2006
Jennifer Henning,AICP
City of Renton Development Services Division
1055 South Grady Way
Renton, Washington 98055
Re: Request for Revision to Shoreline Substantial Development Permit and
Environmental Review
Barbee Mill Soil Remediation Project
Project No. 050004-005-01
Dear Ms.Henning:
The following permits/approvals were obtained from the City of Renton for the Barbee Mill
Soil Remediation project:
• Shoreline Substantial Development Permit(Application No.LUA-02-069,ECF, SP,
SM, approved September 9,2002);
• Environmental Review(Determination of Non-Significance—Mitigated [DNS-M],
issued July 23,2002); and
• Special Fill and Grade Permit(Hearing Examiner conditions of approval issued
September 9, 2002).
The project involved excavation and off-site disposal of arsenic-contaminated soils. That work
was completed in Ma 2 However,elevated arsenic concentrations remain in groundwater
beneath the northern portion of the property. Construction of a subsurface passive attenuation
zone(PAZ)along portions of the Lake Washington shoreline and northern property boundary
is proposed to remove the arsenic from the groundwater. On behalf of Robert Cugini(the
applicant),we are requesting that the Shoreline Substantial Development Permit and
Environmental Review be revised to include construction of the PAZ. We understand that a
Special Fill and Grade Permit is not needed for PAZ construction.
Construction of the PAZ is expected to take approximately 2 months, and is scheduled for
fourth quarter 2006.
811 First Avenue,Suite 480 Seattle,WA 98104 Tel:(206)328-7443 Fax:(206)838-5853 www.aspectconsulting.com
Offices in downtown Seattle and Bainbridge Island,WA
• AO°..
City of Renton Development Services Division
July 26,2006 Project No. 050004-005-01
The revised permit application information supporting our request is attached. We understand
that no fee is required. Please let us know if you have questions or need additional
information.
Sincerely,
Aspect consulting, LLC
Dave Heffner,P.E.
Senior Remediation Engineer
dheffner@aspectconsulting.com
Attachments:
Attachment A—Revisions/Addenda to Shoreline Development Permit Application Materials
(5 Copies)
Attachment B—Project Narrative Addendum for Construction of Passive Attenuation Zone (5
Copies)
Attachment C—Construction Mitigation Description Addendum for Construction of Passive
Attenuation Zone (5 Copies)
Attachment D—Site Plan(5 Copies)
Attachment E—PMT Reduction of the Site Plan
cc: Robert Cugini(w/Attachments)
Lynn Manolopoulos,Davis Wright Tremaine(3 Copies w/Attachments)
V:\050004 Barbee Mill\Ltr Requesting Permit Rev.doc
Page 2
\tr P ANNING
JUL t62C36
ATTACHMENT A RECEIVED
REQUEST FOR REVISION TO CITY OF RENTON SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT AND ENVIRONMENTAL REVIEW
Project Name: Barbee Mill Soil Remediation Project
Project Address: Barbee Forest Products, Inc.
4101 Lake Washington Blvd. N.
Renton, WA 98056
Revisions/Addenda to Shoreline Substantial Development Permit Application Materials
1. Pre-Application Meeting Summary— Not applicable.
2. Waiver Form— No changes.
3. Title Report—No changes.
4. Land Use Permit Master Application Form—Contact Person information is revised as follows:
Name: Dave Heffner
Company: Aspect Consulting, LLC
Address: 811 First Avenue, Suite 480
City: Seattle
Zip: 98104
Phone No.: (206) 328-7443
E-Mail: dheffner(c�aspectconsulting.com
There are no other changes to the Land Use Permit Master Application Form.
5. Rezone,Variance, Modification, or Conditional Use Justification— No changes.
6. Environmental Checklist—Checklist responses are revised as follows:
A.3. Address and phone number of contact person: Refer to Item 4 above.
A.6. Proposed timing or schedule (including phasing, if applicable): Refer to Construction Mitigation
Description (Attachment C).
A.B. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal:
Independent Remedial Action Plan Addendum, Upland Areas, Prepared for: Barbee Mill Co.,
Inc.. Aspect Consulting, LLC. February 8, 2006 Draft.
A.11. Give brief, complete description of your proposal, including the proposed uses and the size of
the project and site: Refer to Project Narrative (Attachment B).
B.1.g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)? Installation of the passive attenuation zone
(PAZ) is not expected to include construction of any permanent impervious surfaces.
B.1.h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Refer to
Construction Mitigation Description (Attachment C).
B.3.a.2.Will the project require any work over, in, or adjacent to (within 200 feet) the described waters?
Similar to the work already completed, installation of the PAZ will take place within 200 feet of
Lake Washington. Unlike the previous work, it will not take place within 200 feet of May Creek.
B.3.d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
Refer to Construction Mitigation Description (Attachment C).
There are no other changes to the Environmental Checklist.
7. Project Narrative— Five (5) copies included as Attachment B.
8. Construction Mitigation Description— Five (5) copies included as Attachment C.
9. Fees—No fee is required.
10. Neighborhood Detail Map— No changes.
11. Landscape Plan, Conceptual— Not applicable.
12. Site Plan —Five (5) copies included as Attachment D.
13. Tree Cutting/Land Clearing (Tree Inventory) Plan— No trees larger than 6" caliper at chest level will
be cleared as part of this project.
14. Architectural Elevations—Not applicable.
15. Floor Plans— Not applicable.
16. Wetland Assessment— Not applicable.
17. Standard Stream or Lake Study—Not applicable.
18. Flood Hazard Data—Not applicable.
19. Habitat Data Report— Not applicable.
20. Grading Plan, Conceptual— Not applicable.
21. Utilities Plan, Generalized — Not applicable.
22. Drainage Control Plan — Not applicable.
23. Drainage Report— Not applicable.
24. Geotechnical Report—Not applicable.
25. Traffic Study— Not applicable.
26. Engineering Report— Not applicable.
27. Plan Reductions—One 8'/2"x11" PMT reduction of the Site Plan included as Attachment E.
28. Colored Maps for Display—Not applicable.
Environmental Review Materials
All materials required for environmental review of the requested revision are provided in the
Revisions/Addenda to Shoreline Substantial Development Permit Application Materials detailed above.
V:\050004 Barbee Mill\PAZ Request\AttA Revisions Addenda List.doc
F
LOPMENT PLANNING
CITY OF RENTON
JUL 2 6 2006
ATTACHMENT B RECEIVED
REQUEST FOR REVISION TO CITY OF RENTON SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT AND ENVIRONMENTAL REVIEW
Project Name: Barbee Mill Soil Remediation Project
Project Address: Barbee Forest Products, Inc.
4101 Lake Washington Blvd. N.
Renton, WA 98056
Project Narrative Addendum for Construction of Passive Attenuation Zone
Elevated arsenic concentrations have been identified in groundwater beneath the northern portion of the
site. Construction of a passive attenuation zone (PAZ) along portions of the Lake Washington shoreline
and northern property boundary is proposed to remove the arsenic before the groundwater migrates off
site. The PAZ will consist primarily of sandy soils mixed with a relatively small amount(roughly 10 percent
by volume) of attenuation media, which will remove arsenic as groundwater flows through the subsurface
attenuation zone. The top of the PAZ will be protected by a layer of quarry spells and a geotextile fabric
placed just below the ground surface (above the seasonal high water table). Its base will be keyed into
an underlying silt layer at a depth of roughly 20 feet. The required length and width of the PAZ will be
determined during detailed design, which is currently in progress. On a preliminary basis, the PAZ is
estimated to have an average width of 10 feet and a total length of 1,130 feet. The Site Plan (Attachment
D) shows the approximate location and a conceptual cross section of the PAZ.
The attenuation media will be either granular iron or steel wool. The PAZ will likely be constructed by
excavating soil along the PAZ alignment, mixing it with the attenuation media, and returning the mixture to
the excavation. Excavated fine-grained soils (up to approximately 10 percent of total soil volume) may be
replaced with clean imported fill to increase the permeability of the mixture. As an alternate construction
method, the attenuation media may be mixed in situ using large-diameter augers or other means.
Finished grade will be approximately the same as existing grade. Excess soils resulting from PAZ
construction will be used as fill during site redevelopment(addressed in a separate permit).
If soils and attenuation media are mixed ex situ(i.e., soils are excavated along the PAZ alignment), a
biopolymer slurry will likely be used to support the excavation. This construction method is described in
detail in the article, Permeable Reactive Barrier Installation Using the Biopolymer Slurry Trench Method,
which is included as part of this attachment. Biopolymer slurry has been successfully used to construct
passive attenuation zones along sensitive shorelines, including a 1999 installation at a site on the Lake
Washington Ship Canal adjacent to the Chittenden Locks. Alternatively, temporary sheet piling may be
installed around the PAZ perimeter to support the excavation. Construction activities, including material
stockpiling, soil/media mixing, and slurry mixing/storage (if used), will occur landward of the PAZ
alignment, as indicated on the Site Plan.
Long-term compliance monitoring will be conducted to assure that the PAZ performs as designed. Once
installed, the PAZ is expected to operate maintenance-free. Since arsenic-impacted soils were recently
removed from the property, arsenic concentrations in groundwater upgradient of the PAZ are expected to
decline over time. The PAZ will be designed with sufficient attenuation capacity to remove arsenic until
concentrations in groundwater have declined to acceptable levels. Thus, the attenuation media will not
need to be replaced.
•
Construction equipment and trucks transporting attenuation media will enter the site through the main
gate on Lake Washington Blvd. North, at the south end of the property. Interstate Highway 405 (1-405)
has an interchange onto Lake Washington Blvd. North, located less than one-half mile northeast of the
main gate. Up to approximately 200 truckloads of attenuation media, imported soil (if used), and quarry
spalls would be transported to the site over a period of roughly two months.
The shoreline adjacent to the PAZ alignment was recently restored, and currently consists of a low bank
armored with quarry spalls. Construction activities will not include any in-water work, and a minimum 10-
foot buffer will be maintained between the top of the quarry spall bank and the closest area of work (refer
to the Site Plan). Proposed construction mitigation measures are addressed in Attachment C.
V:\050004 Barbee Mi11\PAZ Request\AttB Project Narrative Add.doc
•
DEVCLOPMENT PLANNING
CITY OF RENTON
JUL 262006
ATTACHMENT C
REQUEST FOR REVISIOrRSI RENTON SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT AND ENVIRONMENTAL REVIEW
Project Name: Barbee Mill Soil Remediation Project
Project Address: Barbee Forest Products, Inc.
4101 Lake Washington Blvd. N.
Renton, WA 98056
Construction Mitigation Description Addendum for Construction of Passive Attenuation
Zone
Proposed Construction Dates: The passive attenuation zone (PAZ) will be constructed over a period of
approximately two months. Construction is expected to commence during 4th quarter 2006.
Hours and Days of Operation: (Unchanged from original permit application) Construction activities will
take place during normal working hours (e.g., Monday through Friday, 7am to 4 pm).
Proposed Hauling/Transportation Routes: (Unchanged from original permit application) Construction
equipment and trucks transporting attenuation media will enter the site through the main gate on Lake
Washington Blvd. North, at the south end of the property. Interstate Highway 405 (1-405) has an
interchange onto Lake Washington Blvd. North, located less than one-half mile northeast of the main
gate.
Best Management Practices for Erosion and Sedimentation Control: The following erosion and
sedimentation control (ESC) best management practices (BMPs) are proposed:
• A silt fence will be installed along the downslope perimeter of the area that is to be disturbed and
around the staging and processing areas. The silt fence will be in place before construction of
the PAZ is initiated, and will be constructed in conformance with the specifications presented in
the King County Surface Water Design Manual. The silt fence will remain in place for the
duration of the construction project.
• There will be a minimum spacing of 10 feet between the silt fence and the Lake Washington
ordinary high water mark(OHWM). Where a quarry spall berm has been placed along the
shoreline as part of the recent Barbee Mill shoreline restoration project, the silt fence will be
installed at least 10 feet from the landward edge of the quarry spall berm.
• Shallow drainage ditches and/or berms will be constructed to intercept surface water flow and
route the flow away from the PAZ construction area. Vegetation growth will be established in the
ditches by seeding or placing sod. Depending on site grades, it may be necessary to line ditches
with rock to protect the ditch from erosion and to reduce flow rates. The design and construction
of drainage ditches will conform to the specifications presented in the King County Surface Water
Design Manual. Temporary pipe systems may also be used to convey storm water across the
site. These measures will remain in place for the duration of the construction project.
• Stormwater will either be infiltrated onsite or treated and discharged to the sanitary sewer. Any
groundwater pumped for dewatering purposes will be treated and discharged to the sanitary
sewer. No water will be discharged directly to Lake Washington or other surface water feature.
• The construction contractor will prevent fugitive emissions of soil or solid materials during on-site
activities. No visible dust will be generated.
• All erosion and sedimentation control measures will be inspected and maintained on a daily basis
for the duration of the construction project.
• Construction of the PAZ is likely to occur immediately prior to commencement of landscaping
activities associated with property redevelopment(addressed in a separate permit). Any exposed
areas of soil in the work area that are not reworked within 90 days under the redevelopment
permit will be mulched and seeded (e.g., by hydroseeding).
Noise: The main noise-generating activities associated with the project are operation of heavy
construction equipment and trucks transporting attenuation media and quarry spalls to the site. Typical
measures to reduce short-term noise impacts include limiting the hours of construction as defined by the
City of Renton codes. No unusual measures to reduce or control noise impacts are assumed necessary
or proposed because residences in the vicinity are not close to the proposed construction areas
(unchanged from original permit application).
V:\050004 Barbee Mill\PAZ Request\AttC Constr Mit Add.doc
r -
®' CITY OF RENTON
Planning/Building/PublicWorks Department
Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator
January 24,2005
Elisabeth J.Woare
Lynn T. Manolopoulos
Davis Wright Tremaine LLP
' 777 1081 Avenue NE
Bellevue,WA 98004-5149
SUBJECT: EXTENSION OF SHORELINE SUBSTANTIAL DEVELOPMENT
PERMIT,BARBEE MILL,FILE NO.LUA02-069, SP,SM,ECF
I am in receipt of your letter of January 21,2005, wherein you request an extension to the
Shoreline Substantial Development Permit for the above referenced file.
The City of Renton issued a Shoreline Substantial Development Permit on January 24,2003. The
permit allows for the excavation of approximately 21,500 cubic yards of arsenic-contaminated
and elevated zinc level soils over an approximate area of 1.8 acres. The permit also allows for the
demolition of an 8,000 square foot single story building in order to access the contaminated soils.
You have requested a one-year extension of the Shoreline Substantial Development Permit for
soil remediation on the subject site in order to allow Barbee Mill to coordinate the remediation
activities with the proposed future development of the property.
Per Renton Municipal Code.4-9-190J.2.a, "construction activities, or a use or activity,for which
a permit has been granted pursuant to this Master Program must be commenced within two(2)
years of the effective date of a shoreline permit, or the shoreline permit shall terminate, and a
new permit shall be necessary. However, the Development Services Division may authorize a
single extension for a period not to exceed one year based on reasonable factors, if a request for
extension have been filed with the Division before the expiration date, and notice of the proposed
extension is given to parties of record and Department of Ecology."
Decision. The Barbee Mill Soil Remediation Project Shoreline Substantial Development Permit
(LUA-02-069, SP, SM, ECF)is granted for one additional year. The Shoreline Permit will
expire on January 24,2006. This is the only extension that will be granted for the Shoreline
Permit.
Please contact me at(425)430-7286 should you have any questions regarding this letter.
Sincerely, I
Jennifer Toth Henning,AICP
Principal Planner
cc: Department of Ecology
Attorney General's Office
Parties of Record (6r*eo 4 Ann4 Good) mitoj"'�p��
Project File
1/25165.
1055 South Grady Way-Renton,Washington 98055 RENTON
AHEAD OF THE CURVE
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CITY OF RENTON
SHORELINE MANAGEMENT ACT OF 1971
PERMIT FOR SHORELINE MANAGEMENT
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
APPLICATION NO.: LUA-02-069, ECF, SP, SM
DATE RECEIVED: June 6, 2002
DATE OF PUBLIC NOTICE: July 5, 2002
DATE APPROVED: September 9, 2002
TYPE OF ACTION(S): [X] Substantial Development Permit
[ ] Conditional Use Permit
[ ] Variance Permit
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City of Renton P/B/PW Department Shureline Substantial Development Permit
BARBEE MILL SOIL REMEDIATION PROJECT Page 2 of 2 -
Pursuant to Chapter 90.58 RCW, the City of Renton has granted a permit.
This action was taken on the following application:
APPLICANT: Robert Cugini; Barbee Mill Company
PROJECT: Barbee Mill Soil Remediation Project
DEVELOPMENT DESCRIPTION: The applicant has proposed the implementation of an
Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The project would
result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated and
elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square
foot single-story metal (former kiln) building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to
original grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving.
Remediation activities are estimated to commence during late summer 2002 and last for
approximately two months.
An Environmental (SEPA) Review Determination of Non-Significance—Mitigated (DNS-M) was issued
for the project on July 23, 2002. Subsequently, approval of the Special Fill and Grade permit for the
application was issued subject to conditions on September 9, 2002. No appeals were filed.
LEGAL DESCRIPTION: See attached
SEC-TW N P-R: 32-24N-5E
WITHIN SHORELINES OF: Lake Washington
APPLICABLE MASTER PROGRAM: City of Renton
The following section/page of the Master Program is applicable to the development:
Section Description Page
4-3-090.J Urban Environment page 3-25
Development of this project shall be undertaken pursuant to the following terms and conditions:
1. The applicant shall comply with all SEPA mitigation measures established by the Determination of
Non-Significance—Mitigated (DNS-M) issued by the City on July 23, 2002.
2. The applicant shall comply with all conditions of approval required by the Hearing Examiner as part of
his decision for the Special Fill and Grade Permit issued September 9, 2002.
3. The applicant shall comply with all construction conditions required by the State agencies.
This permit is granted pursuant to the Shoreline Management Action of 1971 and pursuant to the following:
1. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant
from compliance with federal, state, and other permit requirements.
2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline Management Act of 1971 in
the event the permittee fails to comply with any condition hereof.
3. A construction permit shall not be issued until twenty-one (21) days after approval by the City of Renton
Development Services Division or until any review proceedings initiated within this twenty-one (21) day
review period have been completed.
GregZimmer n A irfi� � ��62G ,/ iv 0 d s afc ' ° Date
Planning/Buil in / ublic Works Administrator
cc: Attorney General's Office
Applicant
Yellow File
sm.doc
` SUBDIVISION GUARANI.
ORDER NO. 814728-C3
/' SCHEDULE A
THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE:
A. TITLE IS VESTED IN:
BARBEE FOREST PRODUCTS, INC., A WASHINGTON CORPORATION, AS TO THE LAND
HEREIN; AND BARBEE MILL CO., INC., A WASHINGTON CORPORATION, AS TO THE
IMPROVEMENTS THEREON
B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE
FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED
AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID
REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW
UNDER RECORD MATTERS.
THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE:
I. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF.
2. WATER RIGHTS, CLAIMS OR TITLE TO WATER.
3. TAX DEEDS TO THE STATE OF WASHINGTON.
4. DOCUMENTS PERTAINING TO MINERAL ESTATES.
DESCRIPTION:
ALL THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON AND OF SECOND CLASS SHORELANDS ADJOINING LYING
WESTERLY OF NORTHERN PACIFIC RAILROAD RIGHT OF WAY;
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF THE WESTERLY
PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
RECORD MATTERS:
1. DELETED
2. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR
CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES
OF KING COUNTY WATER DISTRICT NO. 107 AS DISCLOSED BY INSTRUMENT RECORDED
APRIL 1, 1981 UNDER RECORDING NO. 8104010618.
3. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT
OF WAY; ALSO RESTRICTIONS, CONDITIONS AND PROVISIONS OF ANY ISSUED "PRIVATE
ROADWAY AND CROSSING AGREEMENT."
4. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE FROM THE STATE
OF WASHINGTON OR PORT OF SEATTLE FOR ANY IMPROVEMENTS SUCH AS WHARVES,
DOCKS, PIERS, SLIPS OR OTHER MARINE APPURTENANCES WHICH EXTEND INTO LAKE
Page 2
S
R
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,SWYERS
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Davis Wright Tremaine LLP
ANCHORAGE BELLEVUE LOS ANGELES NEW YORK PORTLAND SAN FRANCISCO SEATTLE SHANGHAI WASHINGTON, D.C.
LYNN TADLOCK MANOLOPOULOS SUITE 2300 TEL (425) 646-6100
Direct (425) 646-6146 777 108TH AVENUE NE FAX (425) 646-6199
lynnmanolopoulos@dwt.com BELLEVUE, WA 98004-5149 www.dwt.com
January 21, 2005
VIA MESSENGER AND FAX
Neil Watts
Director, Development Services Division
City of Renton
1055 South Grady Way
Renton, WA 98055
Re: Request for Extension
Shoreline Management Substantial Development Permit
LUA-02-069,ECF, SP, SM
Dear Mr. Watts:
On behalf of Barbee Mill Company,we are requesting a one-year extension for the
above-referenced Shoreline Management Substantial Development Permit,which was issued by
the City of Renton for soil remediation at the Barbee Mill site. We are filing the extension
request prior to the expiration of the two-year period for commencement of construction, as
authorized by RMC 4-9-190(J)(2).
The reason for this extension is to allow Barbee Mill to coordinate the remediation
activities with the proposed development of the property. Barbee Mill is in the process of
obtaining permits to redevelop part of the property for a residential development project (Barbee
Mill Preliminary Plat, LUA-02-040, EIS,PP, SA-H, SM). If Barbee Mill performs the cleanup
activities in conjunction with the development of the property, the combined project will be more
cost-effective and will reduce or shorten the construction time and other potential impacts. As
such, we request a one-year extension of the Shoreline Substantial Development Permit to
commence the permitted remediation activities.
BEL 282177v3 26266-5
Neil Watts D
January 21, 2005
Page 2
As part of the extension under RMC 4-9-190(J)(2),parties of record and the State
Department of Ecology("Ecology") are to be notified. Pursuant to a phone conversation
yesterday with Jennifer Henning from the Development Services Division, it is our
understanding that the City of Renton will notify all parties of record on the Substantial
Development Permit and Ecology. Ms. Henning also confirmed that the only other requirement
in requesting an extension of a shoreline permit is a letter explaining why such request is being
made. We believe this letter meets this requirement. However, if any additional information is
needed to facilitate our request for extension,please do not hesitate to contact either of the
undersigned.
Very truly yours,
Davis Wright Tremaine LLP
Lynn T. Manolopoulos
Elisabeth J. Woare
LTM/laj
cc: Robert Cugini,Barbee Mill Company
BEL 282177v3 26266-5
i
A
EVELOPMENT PLANNING
STATE O� CITY OF RENTON
FEB 1 1 2003
1889
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Northwest Regional Office • 3190 160th Avenue SE • Bellevue, Washington 98008-5452 • (425)649-7000
February 4, 2003
Mr. Robert Cugini.
Barbee Forest Products/Barbee Mill Co.
4101 Lake Washington Blvd. N.
Renton, WA 98057
Dear Mr.Cugini:
Re: City of Renton Shoreline Substantial Development Permit#LUA-02-069, ECF, SP, SM
BARBEE MILL/ROBERT CUGINI-Applicant
Shoreline Substantial Development Permit#2002-NW-50007-1
The subject Shoreline Management Substantial Development Permit, for excavation and
removal of approximately 21,500 cubic yards of arsenic-contaminated and elevated zinc
level soils over an approximate 1.8 acre area of an upland area of the Barbee Mill site in
Renton. In addition, an 8,000 square foot single story metal (former kiln) building will be
demolished in order to access the contaminated soils. After excavation the contaminated
soils will be stockpiled in an on-site upland area for dewatering prior to transport and off-
site disposal. Site restoration will consist of returning to original grade with 21,000 cubic
yards of imported, clean backfill followed by asphalt repaving. Remediation activities are
estimated to commence during late summer and last for approximately two months. This
permit has been filed with this office by the City of Renton on January 29, 2003.
The development authorized by the subject permit may NOT begin until the end of the 21-day
appeal period,February 19, 2003. The Shorelines Hearings Board will notify you by letter if this
permit is appealed. Other federal, state, and local permits may be required in addition to the
subject permit. If this permit is not appealed,this letter constitutes the Department of Ecology's
final notification of action on this permit.
Sincerely,AA
CS—a
_Ar—
Sandra Lange, Shoreline Planner
cc: Lesley Nishihira, City of Renton
®<otiew18 'I,
. % CITY „F RENTON
:4411, Planning/Building/PublicWorks Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
January 27, 2003
State Department of Ecology
Northwest Regional Office
3190 160th Ave. SE
Bellevue, WA 98008-5452
SUBJECT: Shoreline Management Substantial Development Permit for Barbee Mill Soil Remediation
File No. LUA-02-069, ECF, SP, SM
Gentlemen:
Enclosed is the Shoreline Substantial Development Permit for the above referenced project. The permit was
issued by the City of Renton on January 24,2003.
We are filing this action with the Department of Ecology and the Attorney General per WAC 173-14-090.
Please review this permit and attachments and call me at(425)430-7270 if you have any questions or need
additional information.
Sincerely,
Lesley Nishih
Senior Planner
Enclosures: Copy of Original Application
Affidavit of Public Notice/Publication
Site Plan
SEPA Determination
cc: Office of Attorney General
City of Renton, Transportation Systems
City of Renton, Utility Systems
Applicant
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bt„n'"tC.tJuc, R E N T O N
1055 South Grady Way-Renton,Washington 98055
�� AHEAD OF THE CURVE
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CITY OF RENTON
SHORELINE MANAGEMENT ACT OF 1971
PERMIT FOR SHORELINE MANAGEMENT
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APPLICATION NO.: LUA-02-069, ECF, SP, SM
DATE RECEIVED: June 6, 2002
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City of Renton P/B/PW Department Sh' reline Substantial Development Permit
BARBEE MILL SOIL REMEDIATION PROJECT Page 2 of 2
Pursuant to Chapter 90.58 RCW, the City of Renton has granted a permit.
This action was taken on the following application:
APPLICANT: Robert Cugini; Barbee Mill Company
PROJECT: Barbee Mill Soil Remediation Project
DEVELOPMENT DESCRIPTION: The applicant has proposed the implementation of an
Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The project would
result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated and
elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square
foot single-story metal (former kiln) building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to
original grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving.
Remediation activities are estimated to commence during late summer 2002 and last for
approximately two months.
An Environmental (SEPA) Review Determination of Non-Significance—Mitigated (DNS-M) was issued
for the project on July 23, 2002. Subsequently, approval of the Special Fill and Grade permit for the
application was issued subject to conditions on September 9, 2002. No appeals were filed.
LEGAL DESCRIPTION: See attached
SEC-TWNP-R: 32-24N-5E
WITHIN SHORELINES OF: Lake Washington
APPLICABLE MASTER PROGRAM: City of Renton
The following section/page of the Master Program is applicable to the development:
Section Description Page
4-3-090.J Urban Environment page 3-25
Development of this project shall be undertaken pursuant to the following terms and conditions:
1. The applicant shall comply with all SEPA mitigation measures established by the Determination of
Non-Significance—Mitigated (DNS-M) issued by the City on July 23, 2002.
2. The applicant shall comply with all conditions of approval required by the Hearing Examiner as part of
his decision for the Special Fill and Grade Permit issued September 9, 2002.
3. The applicant shall comply with all construction conditions required by the State agencies.
This permit is granted pursuant to the Shoreline Management Action of 1971 and pursuant to the following:
1. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant
from compliance with federal, state, and other permit requirements.
2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline Management Act of 1971 in
the event the permittee fails to comply with any condition hereof.
3. A construction permit shall not be issued until twenty-one (21) days after approval by the City of Renton
Development Services Division or until any review proceedings initiated within this twenty-one (21) day
review period have been completed.
Greg Zimmerm n Ad irfistra, Date
Planning/Buil in / ublic Works Administrator
cc: Attorney General's Office
Applicant
Yellow File
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SUBDIVISION GUARANI.
ORDER NO. 814728-C3
"--, SCHEDULE A
THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE:
A. TITLE IS VESTED IN:
BARBEE FOREST PRODUCTS, INC., A WASHINGTON CORPORATION, AS TO THE LAND
HEREIN; AND BARBEE MILL CO., INC., A WASHINGTON CORPORATION, AS TO THE
IMPROVEMENTS THEREON
B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE
FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED
AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID
REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW
UNDER RECORD MATTERS.
THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE:
1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF.
2. WATER RIGHTS, CLAIMS OR TITLE TO WATER.
3. TAX DEEDS TO THE STATE OF WASHINGTON.
4. DOCUMENTS PERTAINING TO MINERAL ESTATES.
DESCRIPTION:
ALL THAT PORTION OF GOVERNMENT LOT I, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON AND OF SECOND CLASS SHORELANDS ADJOINING LYING
WESTERLY OF NORTHERN PACIFIC RAILROAD RIGHT OF WAY;
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF THE WESTERLY
PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
RECORD MATTERS:
I. DELETED
2. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR
CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES
OF KING COUNTY WATER DISTRICT NO. 107 AS DISCLOSED BY INSTRUMENT RECORDED
APRIL 1, 1981 UNDER RECORDING NO. 8104010618.
3. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT
OF WAY; ALSO RESTRICTIONS, CONDITIONS AND PROVISIONS OF ANY ISSUED "PRIVATE
ROADWAY AND CROSSING AGREEMENT."
4. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE FROM THE STATE
OF WASHINGTON OR PORT OF SEATTLE FOR ANY IMPROVEMENTS SUCH AS WHARVES,
DOCKS, PIERS, SLIPS OR OTHER MARINE APPURTENANCES WHICH EXTEND INTO LAKE
Page 2
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CITASPOF RENTON
f Hearing Examiner
Jesse Tanner,Mayor Fred J.Kaufman
October 3, 2002
Carl M.Einberger
Hart Crowser
1910 Fairview Avenue East
Seattle,WA 98102-3699
RE: Request for Reconsideration
Special Fill and Grade Permit
Barbee Mill Soil Remediation
File No. LUA-02-069,ECF,SM,SP
Dear Mr.Einberger:
This office has reviewed your letter seeking reconsideration of the decision and clarification of
issues therein.
Since it appears reasonable to accomplish cleanup or remediation of contaminants on the subject
site,the timing may be altered. But at the same time,remediation should not be delayed
unreasonably awaiting redevelopment,which may still be years away. Therefore,your request
"that the Special Fill and Grade Permit expires upon satisfactory completion of the proposed
action and all required mitigation measures" is too open ended. The section of the report that you
quoted was the minutes reflecting staffs knowledge but that does not necessarily bind the time
limits. Remediation of contaminated soils should be tied to a more definitive time limit. It
appears reasonable to provide a four(4)year limit,which is more than normal but provides a
reasonable window in which to accomplish the work. Either an extension or new permit can be
submitted.
Consider this letter as a correction of the Findings. It appears that a tenant created the
contamination and not the Barbee Mill Company. The estimated number of truck trips per day
should have been calculated to be approximately 90 trips.
If you still have concerns regarding this matter,please feel free to write. You may also appeal the
decision to the City Council.
Sincerely,
Fred J.Kaufman
Hearing Examiner
FK/kw
1055 South Grady Way-Renton,Washington 98055-(425)430-6515 MID
E N T O N
AHEAD OF THE CURVE
:: This paper contains 50%recycled material,30%post consumer
N �
cc: Mayor Jesse Tanner
Jay Covington, Chief Administrative Officer
Larry Warren,City Attorney
Neil Watts, Development Services
Susan Fiala,Project Manager
Robert Cugini, Barbee Mill Company
Parties of Record
1
S. SO
NNE
ILI www.hartcrowser.corn
HIVITCROIIIISM
September 20, 2002 Anchorage
Mr. Fred J. Kaufman
Hearing Examiner =... .7.J
I Boston
City of Renton
1055 South Grady Way
CITY OF RENTO�
Renton, WA 98055 - 'HEARING EXAMINER
Re: Request for Review and Reconsideration Denver
Special Fill and Grade Permit
Barbee Mill Soil Remediation
File No. LUA-02-069,ECF,SM,SP
4946-20 Edmonds
Dear Mr. Kaufman:
On behalf of Barbee Mill Company, I am requesting review and reconsideration of your
Eureka
Report and Decision regarding the Special Fill and Grade Permit for soil remediation at the
Barbee Mill site. This request is based on three items requiring clarification or correction.
• Expiration Date of Permit. Page 3 of the Report states: 'The proposed remediation
project is likely to occur in conjunction with redevelopment of the site. The permit is Jersey City
intended to run with the land and may be transferred to future property owners. The
permit is recommended to expire upon the satisfactory completion of the proposed
action and all required mitigation measures.' However, the Findings Conclusions and
Decision do not expressly state that the permit expires upon completion of the project. Juneau
We request that the findings be clarified to state that the standard expiration period that
requires a Grade/Fill license to be obtained and site activity to begin within six months
after granting of the Special Fill and Grade Permit does not apply. The timing of site
development is dependent on the City's approval of the development permit. Because
Long Beach
it is most cost-effective to complete the cleanup work in conjunction with development,
we are requesting clarification that the site activity must begin in coordination with the
site development, and that the Special Fill and Grade Permit expires upon satisfactory
completion of the proposed action and all required mitigation measures.
Portland
• Finding No. 6. Barbee Mill Company did not manufacture or handle the wood
treatment product that resulted in elevated concentrations of arsenic and zinc in the
Seattle
1910 Fairview Ayenue East
Seattle, Washin ton 98102-3699
Fax 206.328.55 1
Tel 206.324.95 0
MIN
City of Renton 4946-20
September 20, 2002 Page 2
subsurface. A tenant that leased a portion of the property from Barbee Mill Company
conducted these activities. This Finding should be corrected.
■ Finding No. 15. The estimate of 540 truck trips per week to haul soil from and to the
property is accurate. However, this results in a daily average (based on a 6-day work
week) of 90 trips, rather than the 13 trips noted in the Findings. It is possible that some
days would require somewhat more or less than this number of trips, based on work
progress.
Thank you for your reconsideration and clarification of these items. If you have any
questions, we will be pleased to respond to your request.
Sincerely,
HART CROWSER, INC.
aiLL_1(./0
CARL M. EINBERGER
Principal
cc: Robert Cugini - Barbee Mill Company
Lynn Manolopoulos- DWT
F:\Docs\Jobs\494620\FJ K_Renton_9_20_02.doc
CITX RENTON
Hearing Examiner
Jesse Tanner,Mayor Fred J.Kaufman
November 14,2002
Robert Cugini
Barbee Mill Company
PO Box 359
Renton,WA 98057
Re: Barbee Mill Soil Remediation
File No.: LUA-02-067,ECF,SM,SP
Dear Mr.Cugini:
The Hearing Examiner's Report and Decision on the above referenced matter,which was issued on September 9,
2002 and the Request for Reconsideration were not appealed within the time period established by ordinance.
Therefore,this matter is considered fmal by this office and the file on your application is being transmitted to the
City Clerk as of this date.
Please feel free to contact this office if further assistance or information is required.
Sincerely,
Fred J.Kaufman
Hearing Examiner
FJK:kw
cc: Lesley Nishihira,Project Manager
Andree DeBauw,Development Services
1055 South Grady Way-Renton,Washington 98055-(425)430-6515 R E N T O N
®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE
r
EALloyd &Associates, Inc.
< ....... 38210 SE 92nd Street,Snoqualmie,Washington 98065 425-888-1905 rml@centurytel.net
October 7, 2002
PROGRESS REPORT
To Leslie Nishihira
From: Michael Lloyd ��7�
RE: Barbee Mill Dredging
Progress Report: 92006 Week Ending 10/4/02
Manson Construction completed dredging of Area B on Wednesday and have moved onto
Area C (see attached figure). Rainy weather on Thursday slowed down the dewatering
process for dredged materials, but no impact on schedule is anticipated.
Most of the dredged material from Area B was clean with cPAH concentration below the
0.137 ug/Kg MTCA cleanup level.
Dredging for the removal of bark and wood debris is anticipated to be substantially
complete in 2 weeks if favorable weather conditions prevail. Water quality continues to
be excellent within the active dredge area.
As soon as Area C is completed, verifiction sampling will be be conducted. Previous
verification sampling confirmed that Area A is complete and meets cleanup standards for
restoration of Lake Washington sediments
cc. Robert Cugini
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Lloyd &Associates, Inc.
38210 SE 92nd Street,Snoqualmie,Washington 98065 425-888-1905 rml@centurytel.net
September 14, 2002
,Fw
PROGRESS REPORT a rrAttENr''
SEp 2
To Leslie Nishihira 0 R ?
FC
From: Michael Lloy ��vcD
RE: Barbee Mill Dredging
Progress Report: 92006-9/13/02
Dredging for the removal of bark and wood debris is progressing according to schedule
for a mid-October completion date. As soon as the bark cleanup is complete we
anticipate dredging accumulated sand and gravel from the May Creek Delta. Currently,
crews are working in Bark Area B as shown in the attached figure. To date we have
removed approximately 10-11,000 cy of material. Mild weather has facilitated the
dredging and dewatering of dredge spoils.
Most of the dredged material from Area B appears to be clean, and that is supported by
analytical data indicating that carcinogenic polynuclear aromatic hydrocarbon (cPAH)
concentrations are less than the 0.137 ug/Kg MTCA cleanup level. Material exceeding
this concentration is being stockpiled for off-site disposal in a permitted facility.
Currently, about 1100 cy are stockpiled for off-site disposal.
Dredging for the removal of bark and wood debris is anticipated to be complete in 3-4
weeks if favorable weather conditions prevail. We have noticed an increase in the silt
content as we progress northward in dredging. Increased silt content slows the
dewatering process, but otherwise there is no impact. Water Quality continues to be
excellent within the active dredge area enclosed by the silt curtain. Results from water
quality monitoring indicate that dissolved oxygen, turbidity and other measures of water
quality are well within the normal acceptable range for Lake Washington even though
dredging is occurring in close proximity. There is no evidence of fish (or other animal)
distress.
If seasonably mild weather continues, then no impact on schedule is anticipated.
Verification sampling of aquatic lands will be conducted within 2-3 weeks as we near the
completion of the bark dredging project.
cc. Robert Cugini
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ayet;o. Barbee Mill Company
Bark Dredging - 2002 Bark Removal Area iQ
City of Renton,County of King,State of Washington Latitude:47 31'40"Longitude 122 12'12" Proposed Contours (MSL) o 0
Barbee Mill Company,P.O.Box 359,Renton Washington 98057 L&AI/RML 6/98,updated 9/14/02 rfil
File: E:\dredge2002\fingrade.CAD
CITY OF RENTON
CERTIFICATE OF EXEMPTION FROM
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
September 12, 2002
EXEMPTION FILE NO.: LUA-02-067, ECF, SP, SME
PROJECT NAME: Barbee Mill Dredging II
OWNER/APPLICANT: Barbee Mill Company
PO Box 359
Renton, WA 98057
CONTACT: Michael Lloyd, Lloyd & Associates, Inc.
(425) 888-1905
PROJECT MANAGER: Lesley Nishihira, Senior Planner
Development Services Division (x7270)
PROPOSAL: The applicant has proposed to perform dredging
activities within the Lake Washington water body for the benefit of fisheries and shallow water
habitat. The proposal is intended to restore aquatic lands impacted by past lumber mill
activities by removing approximately 20,000 cubic yards of bark and debris material from lake
bottom areas adjacent to the Barbee Mill property on aquatic lands leased from the Department
of Natural Resources. Past dredging activities for the May Creek delta have been approved on
the site by the City of Renton (LUA-97-156), as well as by the Corps of Engineers. The current
application, as well as the previous permitted dredging activities, are intended to complete
lakebed restoration pursuant to an agreement with the Department of Ecology.
The project is anticipated to occur during the summer months of this year as well as in
succeeding years (up to a maximum of 5 years). In addition to SEPA review (DNS-M issued
July 2, 2002), the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner (approval issued August 26, 2002) and a Shoreline Exemption Permit from
the City's Shoreline Master Program. Hydraulic Project Approval, Water Quality Certification,
and an expanded Maintenance Dredging Permit must also be issued by the Department of
Fisheries, Department of Ecology and the Army Corps of Engineers, respectively.
PROJECT LOCATION: 4101 Lake Washington Boulevard North
LEGAL DESCRIPTION: See attached.
SEC-TWN-R: 32-24N-5E
WATER BODY/WETLAND: Lake Washington
An exemption from a Shoreline Management Substantial Development Permit is hereby granted
on the proposed project described on the attached form for the following reason(s):
sme
X A public or private project, the primary purpose of which is to improve fish or wildlife
habitat or fish passage, when all of the following apply:
1. The project has been approved in writing by the Department of Fish and
Wildlife as necessary for the improvement of the habitat or passage and
appropriately designed and sited to accomplish the intended purpose.
2. The project has received hydraulic project approval by the Department of
Fish and Wildlife pursuant to chapter 75.20 RCW.
3. The Development Services Division has determined that the project is
consistent with this Master Program.
The proposed development is consistent or inconsistent with (check one):
CONSISTENT INCONSISTENT
X Policies of the Shoreline Management Act.
The guidelines of the Department of
Ecology where no Master Program has
been finally approved or adapted by the
Department.
X The Master Program.
q I2 OZ
Watts, Director
0' Development Services Division
Attachments: Legal Description
Vicinity Map
cc: Applicant
File
Department of Ecology
Attorney General
Document3
•STEWART TITLE COMPANY 110
OF WASHINGTON, INC.
1201 Third Avenue, Suite 3800
hp Seattle, Washington 98101
Senior Title Officer, Robert L. Ludlow
Senior Title Officer, Mike Sharkey
Title Technician, Linda Lamson
Unit No. 12 /F<O
FAX Number 206-343-1330 1T,Fj. rf
Telephone Number 206-343-1327 �fi,7to—
� ON
`, rr,k, f
c c-
Lloyd & Associates, Inc . FCE,�/
38210 Southeast 92nd Street Title Order No. : 21061�O
Snoqualmie, Washington 98065
Attention: JoAnne Lloyd
A. L. T. A. COMMITMENT
SCHEDULE A
Effective Date: April 26, 1993, at 8:00 a.m.
1 . Policy or Policies to be issued: PREMIUM
A. ALTA Owner' s Policy Amount TO BE AGREED UPON
Standard (X) Extended ( ) Tax
Proposed Insured:
TO FOLLOW
8. WORK CHARGE Amount S350. 00
Tax S 28. 70
2 . The estate or interest in the land described herein and which is
covered by this commitment is fee simple.
3. The estate or interest referred to herein is at Date of Commitment
vested in:
BARBEE FOREST PRODUCTS, INC.
(NOTE: SEE SPECIAL EXCEPTION NUMBER 4 REGARDING EXECUTION OF THE
FORTHCOMING DOCUMENTS) TO BE INSURED) .
4. The land referred to in this commitment is situated in the County of
King, State of Washington, and described as follows :
All that portion of Government Lot 1, Section 32 , Township 24 North,
Range 5 East, W.M. , in King County, and of Second Class Shore Lands
adjoining, lying westerly of Northern Pacific Railroad right-of-way
EXCEPT that portion, if any, of said Shore Lands lying north of the
westerly production of the north line of said Government Lot .
• i ii-
- • 4. -
A■14,,
Project Location: 4101 Lake Washington Boulevard
, • ! 1
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. • .
AFFIDAVIT OF SERVICE BY MAILING
STATE OF WASHINGTON)
ss.
County of King )
Kelly Williams being first duly sworn, upon oath, deposes and states:
That on the 9th day of September, 2002 affiant deposited in the mail of the United States
a sealed envelope(s) containing a decision or recommendation with postage prepaid,
addressed to the parties of record in the below entitled application or petition.
Signature: QQ �
SUBSCRIwBLJAvk WORN to before me this gday of 2002.
-14111
:..
r ,
to TAW t3 p .
Not Public in and for the State of Washington,
40 ,*P Residing at Q .e ,therein.
tttt
Application, Petition, or Case No.: Barbee Mill Soil Remediation
LUA-02-069,ECF,SM,SP
The Decision or Recommendation contains a complete list of the Parties of Record.
Barbee Mill Soil Remediation
File No.: LUA-02-069,ECF,SM,SP
September 9,2002
Page 3
restored or improved within 90 days the applicant would be required to hydroseed the area. There is a
mitigation measure that requires the applicant to restore grades with clean fill and asphalt.
The contaminated soils would be stockpiled for dewatering in a designated paved area approximately 100 feet
south of the disturbed portion. Both the excavation and stockpile areas over 100 feet from May Creek and Lake
Washington.
There will be noise associated with the remediation activities and removal of the soils. To offset impacts to the
adjacent residential uses construction must only take place during the hours specified in the City Code.
Dewatering of the excavated soils will take place on-site in a paved area prior to transport. Runoff generated
from the construction area would be collected at low points within this area,treated and then discharged to the
sanitary sewer system in accordance with King County.
Excavation and soil handling stockpile areas will have slopes of approximately four percent. Berms, silt fences
and other Best Management Practices will be employed to control erosion from and to divert surface water
around the construction area.
In regard to reuse of the site, land use applications have been submitted for intended development of the
property. Prior to commencement of construction activities for reuse of the site, all land use review and the
approval processes must be complete. The proposed remediation project is likely to occur in conjunction with
redevelopment of the site. The permit is intended to run with the land and may be transferred to future property
owners. The permit is recommended to expire upon the satisfactory completion of the proposed action and all
required mitigation measures. The Planning and Public Works Department does reserve the right to revoke the
special grade and fill permit if the grading,excavation and mining regulations are not complied with.
In conclusion, Staff recommends approval of the Barbee Mill Soil Remediation project Special Permit for Fill
and Grade.
Carl Einberger,Hart Crowser, 1910 Fairview Avenue E, Seattle, WA 98102 stated that they did extensive
sampling in the area. They conducted shallow drilling in the building in question in the northwest portion of the
site and determined that this was the area appropriate and no additional excavation in those building footprints
would be necessary. This was verified with soil sampling in each of the buildings footprints. There is the
potential that when they actually excavate and are sampling the sidewalls they may need to move somewhat into
those areas but then they would do shoring as necessary to support the foundations. In addition,the building in
question is slab on grade so there are no deep foundations to be concerned with. The soil is not hazardous and
they have not chosen a waste hauler at this point. Dewatering would likely be done with a pumping system
before they excavate because the groundwater level is about five feet down.
He added that the 4,300 dump truck loads is for both export and import.
The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and
no further comments from staff. The hearing closed at 9:25 a.m.
Barbee Mill Soil Remediation
File No.: LUA-02-069,ECF,SM,SP
September 9,2002
Page 4
FINDINGS,CONCLUSIONS&DECISION
Having reviewed the record in this matter,the Examiner now makes and enters the following:
Findings:
1. The applicant, Barbee Mill Company,filed a request for approval of a Special Permit to remove
approximately 21,500 cubic yards of contaminated soils from their site adjacent to Lake Washington.
2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and
other pertinent materials was entered into the record as Exhibit#1.
3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-
Significance-Mitigated(DNS-M)for the subject proposal.
4. The subject proposal was reviewed by all departments with an interest in the matter.
5. The subject site is located 4101 Lake Washington Boulevard. The area for remedial action is located near
the south end of the subject site. It is located approximately 100 feet east of the shore of Lake Washington
and approximately 100 feet north or northwest of May Creek.
6. The soils that the applicant will remove are contaminated with arsenic and elevated levels of zinc. These
soils were contaminated by various treatment processes use in creating log and wood products
manufactured by the applicant in the past.
7. The map element of the Comprehensive Plan designates the area in which the subject site is located as
suitable for the development of Office and Residential Center,but does not mandate such development
without consideration of other policies of the Plan.
8. The subject site is zoned COR(Center:Office/Residential)a zoning category applied in June 1993 with the
enactment of Ordinance 4404.
9. The proposed cleanup or remedial action is intended to prepare the site for eventual redevelopment.
10. The Department of Ecology(State of Washington)has approved in Independent Remedial Action Plan
(IRAP)for the same work. This permit request is consistent with that state plan.
11. The site is a portion of the larger,20.5-acre,Barbee Mill site. An area of approximately 1.8 acres would be
excavated and the soils removed. The applicant estimates that the contaminated soils could run as deep as
15 feet. The site would be regraded with cleaned or new clean materials
12. An 8,000 square foot building,a former kiln,that covers an area suspected of harboring contaminated soils
would be demolished. Another building is located along what is expected to be the perimeter of the
excavation and should not be affected but its foundation might be affected to a limited extent.
13. The excavated soils would be moved to an contained, upland area to be dewatered. The resulting water
would receive additional treatment to remove contaminants and the water discharged to the King County
sanitary sewer system. The dewatered contaminated soils would be removed from the site. While the soils
are contaminated they are not considered hazardous waste.
Barbee Mill Soil Remediation
File No.: LUA-02-069,ECF,SM,SP
September 9, 2002
Page 5
14. After dewatering the soil would either be transported by truck or rail. It was estimated that approximately
4,300 truck trips would be required if 10 cubic yard trucks were used.
15. Truck trips would amount to approximately 540 trips per week for a period of approximately eight(8)
weeks. This would result in approximately 13 trips spread out over a day if run six days a week or
approximately 16 trips per day for a five-day operation. The traffic would be directed north to I-405.
16. The site would be restored to its natural grade. Staff has recommended that it be hydroseeded after 90 days
to prevent erosion or dust if more permanent reuse has not begun. The applicant plans to redevelop the
entire site and review of those plans will occur by the City.
17. A permit to allow dredging of Lake Washington to remove debris from the lake bottom has recently been
approved.
Conclusions:
1. The proposed remediation appears to serve the public use and interest. The removal of contaminated soils
that lie within 200 feet of both May Creek and Lake Washington is appropriate.
2. The applicant's proposal appears to protect the existing environment surrounding the subject site was well
as restoring the contaminated area. The soils will be dewatered,the effluent will be collected and treated
and released into the sanitary sewer system rather than back into the creek or lake. The sanitary sewer
waste would receive additional treatment at the wastewater treatment plant. The contaminated soils would
then be transported off the property and replaced by clean fill material.
3. Not only does the plan clean up contaminated soils but also it would allow the eventual productive
redevelopment of the subject site. Redevelopment would allow the goals and objectives of the
Comprehensive Plan to be fulfilled.
4. The amount of material is not great and the operation should be accomplished in a reasonable amount of
time, including the excavation and the removal. The number of truck trips, if rail is not employed, should
not tax the City's streets or 1-405.
5. The plans must also be subjected to state scrutiny and permitting.
Decision:
The Special Penn it to allow the excavation,treatment and removal of contaminated soils is approved subject to
the following condition:
1. The applicant shall comply with the conditions imposed by the ERC and other governmental agencies.
2. The site shall be hydroseeded if other site redevelopment work has not commenced within 90 days.
Barbee Mill Soil Remediation
File No.: LUA-02-069,ECF,SM,SP
September 9,2002
Page 6
ORDERED THIS 9th day of September, 2002.
FRED J. KAUF N
HEARING EXAMINER
TRANSMITTED THIS 9th day of September,2002 to the parties of record:
Lesley Nishihira Carl Einberger Barbee Mill Company
1055 S Grady Way Hart Crowser PO Box 359
Renton, WA 98055 1910 Fairview Avenue E Renton, WA 98057
Seattle, WA 98102
Bruno&Anne Good
605 S. 194th Street
Des Moines, WA 98148
TRANSMITTED THIS 9th day of September,2002 to the following:
Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin.
Members,Renton Planning Commission Neil Watts,Development Services Director
Larry Rude,Fire Marshal Sue Carlson,Econ. Dev.Administrator
Lawrence J. Warren, City Attorney Larry Meckling,Building Official
Transportation Systems Division Jay Covington, Chief Administrative Officer
Utilities System Division Councilperson Kathy Keolker-Wheeler
South County Journal
Pursuant to Title IV,Chapter 8, Section 100G of the City's Code, request for reconsideration must be filed in
writing on or before 5:00 p.m.,September 23,2002. Any aggrieved person feeling that the decision of the
Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment, or the
discovery of new evidence which could not be reasonably available at the prior hearing may make a written
request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This
request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may,
after review of the record,take further action as he deems proper.
An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal
be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements.
Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City
Hall. An appeal must be filed in writing on or before 5:00 p.m.,September 23,2002.
If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the
executed Covenants will be required prior to approval by City Council or final processing of the file. You
may contact this office for information on formatting covenants.
The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur
concerning pending land use decisions. This means that parties to a land use decision may not communicate in
Barbee Mill Soil Remediation
File No.: LUAi-02-069,ECF,SM,SP
September 9,2002
Page 7
private with any decision-maker concerning the proposal. Decision-makers in the land use process include both
the Hearing Examiner and members of the City Council.
All communications concerning the proposal must be made in public. This public communication permits all
interested parties to know the contents of the communication and would allow them to openly rebut the
evidence. Any violation of this doctrine would result in the invalidation of the request by the Court.
The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as
Appeals to the City Council.
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City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner
BARBEE MILL SOIL REMEDIATION PROJECT LUA-02-069,ECF, SP, SME
PUBLIC HEARING DATE:AUGUST 20,2002 Page 5 of 5
E. SURFACE WATER
Dewatering of excavated soils would take place onsite in a paved area prior to transport and
disposal off-site. Runoff generated from construction area (stormwater, excavation, soil
dewatering operations) would be collected at low points within the construction area, treated and
discharged to the sanitary sewer system in accordance with King County. As required by the
mitigation measures imposed by the Environmental Review Committee's (ERC) threshold
Determination of Non-Significance — Mitigated (DNS-M), the applicant has been precluded from
direct discharge of dewatering effluent to either May Creek or Lake Washington.
Excavation and soil handling/stockpile areas would have slopes of approximately 4%. Erosion is
possible during soil remediation, transport, and site restoration activities. Measures proposed by
the applicant to prevent erosion include covering stockpiles with plastic to minimize erosion
during construction. Berms, silt fences, and other best management practices would be
employed to control erosion from and divert surface water around the construction area. The
implementation of temporary erosion control measures throughout the duration of the project, as
well as daily inspections by the contractor and weekly reports on the status and condition of the
erosion control plan have also been required of the project as SEPA mitigation measures.
F. REUSE OF SITE
A Hearing Examiner decision regarding the requested Special Fill and Grade Permit for proposed
dredging/clean up activities within the adjacent water body (Lake Washington) is currently
pending (LUA-02-067).
In addition, a land use application for preliminary plat approval is pending for the subject property
and has not yet completed Environmental (SEPA) Review (LUA-02-040). There is also a
previously submitted application for a mixed-use development proposal on the site, which has
been placed on-hold by the applicant (LUA-01-174). Prior to the commencement of any
construction activities for the reuse of the site, all land use review and approval processes must
be completed. The proposed soil remediation project is likely to occur in conjunction with the
commencement of the redevelopment of the site.
5. TRANSFERABILITY OF SPECIAL PERMIT
This permit would run with the land and could be transferred to future property owners.
6. PERMIT EXPIRATION
Staff recommends that the permit expire upon the satisfactory completion of the proposed action
and all required mitigation.
7. REVOCATION OF PERMIT
The Planning/Building/Public Works Department is authorized to revoke any annual license
issued pursuant to the terms of the Grading, Excavation and Mining Regulations if after due
investigation is determined that the permittee has violated any of the provisions of this Ordinance.
Notice of revocation shall have reasonable time not to exceed forty-five (45) days in which to
remedy the defects or omissions specified. In the event that the licensee fails or neglects to do
so within the time period, the order of revocations shall be final. A total or partial stop work order
may be issued for good reason.
G. RECOMMENDATION:
Staff recommends approval of the Barbee Mill Soil Remediation Project Special Permit for Fill and
Grade, File No. LUA-02-069, ECF, SP, SME in order to excavate up to 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils on the Barbee Mill property.
hexrpt
‘'N CITY OF RENTON
Planning/Building/PublicWorks Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
August 19, 2002
Mr. Carl Einberger
Hart Crowser, Inc.
1910 Fairview Ave. East
Seattle, WA 98102
SUBJECT: Barbee Mill Soil Remediation
Project No. LUA-02-069, ECF, SM, SP
Dear Mr. Einberger:
The appeal period has ended for the Environmental Review Committee's (ERC) Determination of
Non-Significance - Mitigated for the above-referenced project.
No appeals were filed on the ERC determination. The applicant must comply with all ERC
Mitigation Measures in accordance with the City of Renton Staff Report dated July 23, 2002. A
copy of the corrected Mitigation Measures are enclosed.
A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the
seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 20, 2002 at 9:00
AM to consider the Special Fill and Grade Permit. The applicant or representative(s) of the
applicant is required to be present at the public hearing.
If you have any questions, please feel free to contact me at (425) 430-7270.
For the Environmental Review Committee,
Lesley Nishih f7k -72)
Senior Planner
cc: Mr. Robert Cugini, Barbee Mill Company/Owners
Bruno &Anne Good/Parties of Record
Enclosure
FINAL RENTON
1055 South Grady Way-Renton,Washington 98055
® AHEAD OF THE CURVE
This paper contains 50%recycled material,30%post consumer
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
MITIGATION MEASURES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an
8,000 square foot single-story metal building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to original
grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for approximately two months. In
addition to SEPA review, the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
MITIGATION MEASURES:
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be
disturbed and around the staging area. The silt fence shall be in place before excavation is
initiated, and shall be constructed in conformance with the specifications presented in the King
County Surface Water Design Manual. The silt fence shall be in place throughout the duration of
the soil remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow and
route the flow away from the excavation area to a stabilized discharge point. Vegetation growth
shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be
necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates.
The design and construction of drainage swales shall conform to the specifications presented in
the King County Surface Water Design Manual. Temporary pipe systems can also be used to
convey storm water across the site. These measures shall be required for the duration of the
project.
4. The project contractor shall perform daily review and maintenance of all erosion and
sedimentation control measures at the site during the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the
erosion control plan including any recommendations of change or revision to maintenance
schedules or installation to the Public Works inspector. Certification of the installation,
maintenance and proper removal of the erosion control facilities shall be required prior to final
inspection.
6. The applicant shall appropriately restore grades in the excavation area with clean fill and asphalt
paving after the completion of excavation. The applicant shall provide verification from a
geotechnical engineer that the fill material is clean. The satisfaction of this requirement shall be
subject to the review and approval of the Development Services Division.
7. No pumping of water from the temporary storage/dewatering area shall be discharged directly to
Lake Washington or May Creek. The satisfaction of this requirement shall be subject to the
review and approval of the Development Services Division throughout the duration of the project.
mitmeasures
CITY OF RENTON
HEARING EXAMINER
PUBLIC HEARING
AUGUST 20, 2002
AGENDA
COMMENCING AT 9:00 AM,
COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL
The application(s) listed are in order of application number only and not necessarily the order in which they
will be heard. Items will be called for hearing at the discretion of the Hearing Examiner.
PROJECT NAME: Barbee Mill Soil Remediation
PROJECT NUMBER: LUA-02-069, ECF, SM, SP
PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner approval of a Special Fill
and Grade permit for the removal of approximately 21,500 cubic yards of arsenic contaminated and
elevated zinc level soils of the Barbee Mill property. The proposal is consistent with an Independent
Remedial Action Plan (IRAP) approved by the Department of Ecology. Location: 4101 Lake Washington
Boulevard.
hexagenda
City of Renton
PUBLIC Department of Planning/Building/Public Works
HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER
A. SUMMARY AND PURPOSE OF REQUEST:
Public Hearing Date: August 20, 2002
Project Name: Barbee Mill Soil Remediation Project
Owner/Applicant Barbee Mill Company
Address: P.O. Box 359
Renton, WA 98057
File Number: LUA-02-069, ECF, SP, SME Project Manager: Lesley Nishihira
Project Description: The applicant is requesting Hearing Examiner approval of a Special Fill and Grade
permit for the removal of approximately 21,500 cubic yards of arsenic contaminated
and elevated zinc level soils on the Barbee Mill property. The proposal is consistent
with an Independent Remedial Action Plan (IRAP) approved by the Department of
Ecology.
Project Location: 4101 Lake Washington Boulevard
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City of Renton P/B/PW Department ?liminary Report to the Hearing Examiner
BARBEE MILL SOIL REMEDIATION PROJECT LUA-02-069,ECF, SP, SME
PUBLIC HEARING DATE:AUGUST 20,2002 Page 2 of 5
B. GENERAL INFORMATION:
1. Owner of Record: Barbee Mill Company
2. Zoning Designation: Center Office Residential—2 (COR-2)
3. Comprehensive Plan Center Office Residential (COR)
Land Use Designation:
4. Existing Site Use: Limited lumber operations
5. Neighborhood
Characteristics:
North: Undeveloped property (zoned COR-2)
East: Lake Washington Blvd & Residential development (zoned R-10/R-8)
South: Residential development (zoned R-8)
West: Lake Washington
6. Access: Lake Washington Boulevard North
7. Site Area: 893,000 square feet (20.5-acres)
8. Project Data: Area Comments
Existing Building Area: 8,000 sf 1-story metal building to be demolished
New Building Area: N/A N/A
Total Building Area: N/A N/A
C. HISTORICAUBACKGROUND:
Action Land Use File No. Ordinance No. Date
Zoning N/A 4404 06/07/1993
Comprehensive Plan N/A 4498 02/20/1995
Annexation N/A 1804 12/08/1959
Barbee Mill Preliminary Plat LUA-02-040, ECF, PP N/A pending
Barbee Mill Dredging II LUA-02-067, ECF, SP, SM N/A pending
D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE:
1. Chapter 4 Property Development Standards
Section 4-4-030: Development Guidelines and Regulations—General
Section 4-4-060: Grading, Excavation and Mining Regulations
2. Chapter 9 Procedures and Review Criteria
3. Chapter 11 Definitions
E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element
2. Environmental Element
F. DEPARTMENT ANALYSIS:
1. PROJECT DESCRIPTION/BACKGROUND
The applicant is seeking approval of a Special Fill and Grade Permit in order to implement an
Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The TRAP
has been approved by the State of Washington Department of Ecology as indicated via
correspondence dated September 12, 2000.
hexrpt
• City of Renton P/B/PW Department aliminary Report to the Hearing Examiner
•
BARBEE MILL SOIL REMEDIATION PROJECT LUA-02-069,ECF, SP, SME
PUBLIC HEARING DATE:AUGUST 20,2002 Page 3 of 5
The project would result in the excavation and removal of approximately 21,500 cubic yards of
arsenic contaminated and elevated zinc level soils over an approximate 1.8-acre area of the site.
In addition, an 8,000 square foot single-story metal (former kiln) building would be demolished in
order to access the contaminated soils.
After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Water generated from excavation and soil
dewatering operations would be treated and discharged to the existing sanitary sewer system
under the approval of King County. Site restoration would consist of returning the site to original
grade with 21,500 cubic yards of imported clean backfill to be followed by asphalt repaving.
Remediation activities are estimated for a duration of approximately two months, which will likely
take place in conjunction with site preparation activities for an approved development. The
proposal also requires approval of a Shoreline Substantial Development Permit from the City's
Shoreline Master Program.
2. ENVIRONMENTAL REVIEW
Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as
amended), the Environmental Review Committee issued a Determination of Non-Significance —
Mitigated (DNS-M) for the project on July 23, 2002. The decision was followed by a two-week
appeal period, which ended on August 12, 2002. No appeals of the threshold determination were
filed.
The DNS-M included the following 7 mitigation measures:
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be
disturbed and around the staging area. The silt fence shall be in place before excavation is
initiated, and shall be constructed in conformance with the specifications presented in the
King County Surface Water Design Manual. The silt fence shall be in place throughout the
duration of the soil remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow
and route the flow away from the excavation area to a stabilized discharge point. Vegetation
growth shall be established in the ditch by seeding or placing sod. Depending on site grades,
it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce
flow rates. The design and construction of drainage swales shall conform to the
specifications presented in the King County Surface Water Design Manual. Temporary pipe
systems can also be used to convey storm water across the site. These measures shall be
required for the duration of the project.
4. The project contractor shall perform daily review and maintenance of all erosion and
sedimentation control measures at the site during the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the
erosion control plan including any recommendations of change or revision to maintenance
schedules or installation to the Public Works inspector. Certification of the installation,
maintenance and proper removal of the erosion control facilities shall be required prior to final
inspection.
6. The applicant shall appropriately restore grades in the excavation area with clean fill and
asphalt paving after the completion of excavation. The applicant shall provide verification
from a geotechnical engineer that the fill material is clean. The satisfaction of this
requirement shall be subject to the review and approval of the Development Services
Division.
7. No pumping of water from the temporary storage/dewatering area shall be discharged directly
to Lake Washington or May Creek. The satisfaction of this requirement shall be subject to
the review and approval of the Development Services Division throughout the duration of the
project.
hexrpt
City of Renton P/B/PW Department aliminary Report to the Hearing Examiner
BARBEE MILL SOIL REMEDIATION PROJECT LUA-02-069, ECF, SP, SME
PUBLIC HEARING DATE:AUGUST 20,2002 Page 4 of 5
3. STAFF REVIEW COMMENTS
Representatives from various city departments have reviewed the application materials to identify
and address site plan issues from the proposed development. These comments are contained in
the official file, and the essence of the comments has been incorporated into the appropriate
sections of this report and the Departmental Recommendation at the end of the report.
4. CONSISTENCY WITH SPECIAL PERMIT CRITERIA:
In order to grant a special permit, the Hearing Examiner shall make a determination that the
activity would not be unreasonably detrimental to the surrounding area. The Hearing Examiner
shall consider, but not be limited to, the following:
A. SIZE AND LOCATION OF THE ACTIVITY
The applicant is seeking approval of a Special Fill and Grade Permit for the removal of
approximately 21,500 cubic yards of arsenic contaminated and elevated zinc level soils on the
Barbee Mill property. Excavation activities would require the removal of surface level asphalt and
soils for depths of up to 15 feet. The remedial action is proposed over an area totaling
approximately 1.8-acres located in the central portion of the 20.5-acre parcel. The associated
stockpiling is proposed in the southwest portion of the site and would cover an approximate area
of over 1-acre.
B. TRAFFIC VOLUMES AND PATTERNS
Subsequent to dewatering, the materials will be transported off-site to an approved location via
truck or railroad car (to be determined upon detailed design). If removed by truck, an estimated
4,300 dump truck loads of 10 cubic yards each would be necessary to export the materials.
These loads translate to an estimated average of 540 trips per week over an 8-week period.
Based on the applicant's construction mitigation plan submitted with the application, haul routes
will travel north on Lake Washington Boulevard to 1-405 via NE 44th Street on-ramps. Code
provisions restricting hauling activities to the hours between 8:30 a.m. and 3:30 p.m. will help to
mitigate potential impacts to the surrounding area. The applicant is also required to submit a
detailed construction plan, which must be approved by the Development Services Division, prior
to the issuance of construction permits.
C. SCREENING, LANDSCAPING, FENCING AND SETBACKS
The affected clean-up area is proposed to be immediately backfilled and resurfaced after the
completion of the project. This restoration is likely to occur immediately prior to the
commencement of site preparation for anticipated redevelopment of the property. Since both
site restoration and development preparation are intended to be coordinated, screening and
landscaping for the disturbed area would not be necessary as future improvements would
accomplish the same or better results. In the event the disturbed area is not restored or
improved within 90 days, the applicant would be required to hydroseed the area.
Subsequent to excavation, the contaminated soils would be stockpiled for dewatering in a
designated paved area approximately 100 feet south of the disturbed portion of the site. Both
the excavation and stockpile areas are situated more than 100 feet from the May Creek and
Lake Washington shorelines.
D. UNSIGHTLINESS, NOISE, DUST
Noise will be associated with the proposed remediation activities and with the removal of the
spoils after they are dewatered. These noise levels are not anticipated to exceed the noise levels
of the existing lumber mill on the project site and should be of a limited duration. Thus, the
potential noise levels are not anticipated to have an adverse impact on the adjacent properties.
It is anticipated the temporary erosion control measures that the applicant has included in the
project description will prevent dust from becoming a problem.
hexrpt
City of Renton P/B/PW Department )liminary Report to the Hearing Examiner
BARBEE MILL SOIL REMEDIATION PROJECT LUA-02-069,ECF, SP, SME
PUBLIC HEARING DATE:AUGUST 20,2002 Page 5 of 5
E. SURFACE WATER
Dewatering of excavated soils would take place onsite in a paved area prior to transport and
disposal off-site. Runoff generated from construction area (stormwater, excavation, soil
dewatering operations) would be collected at low points within the construction area, treated and
discharged to the sanitary sewer system in accordance with King County. As required by the
mitigation measures imposed by the Environmental Review Committee's (ERC) threshol.
Determination of Non-Significance — Mitigated (DNS-M), the applicant has been precluded fro
direct discharge of dewatering effluent to either May Creek or Lake Washington.
Excavation and soil handling/stockpile areas would have slopes of approximately 4%. Erosion is
possible during soil remediation, transport, and site restoration activities. Measures proposed by
the applicant to prevent erosion include covering stockpiles with plastic to minimize erosion
during construction. Berms, silt fences, and other best management practices would be
employed to control erosion from and divert surface water around the construction area. The
implementation of temporary erosion control measures throughout the duration of the project, as
well as daily inspections by the contractor and weekly reports on the status and condition of the
erosion control plan have also been required of the project as SEPA mitigation measures.
F. REUSE OF SITE
A Hearing Examiner decision regarding the requested Special Fill and Grade Permit for proposed
dredging/clean up activities within the adjacent water body (Lake Washington) is currently
pending (LUA-02-067).
In addition, a land use application for preliminary plat approval is pending for the subject property
and has not yet completed Environmental (SEPA) Review (LUA-02-040). There is also a
previously submitted application for a mixed-use development proposal on the site, which has
been placed on-hold by the applicant (LUA-01-174). Prior to the commencement of any
construction activities for the reuse of the site, all land use review and approval processes must
be completed. The proposed soil remediation project is likely to occur in conjunction with the
commencement of the redevelopment of the site.
5. TRANSFERABILITY OF SPECIAL PERMIT
This permit would run with the land and could be transferred to future property owners.
6. PERMIT EXPIRATION
Staff recommends that the permit expire upon the satisfactory completion of the proposed action
and all required mitigation.
7. REVOCATION OF PERMIT
The Planning/Building/Public Works Department is authorized to revoke any annual license
issued pursuant to the terms of the Grading, Excavation and Mining Regulations if after due
investigation is determined that the permittee has violated any of the provisions of this Ordinance.
Notice of revocation shall have reasonable time not to exceed forty-five (45) days in which to
remedy the defects or omissions specified. In the event that the licensee fails or neglects to do
so within the time period, the order of revocations shall be final. A total or partial stop work order
may be issued for good reason.
G. RECOMMENDATION:
Staff recommends approval of the Barbee Mill Soil Remediation Project Special Permit for Fill and
Grade, File No. LUA-02-069, ECF, SP, SME in order to excavate up to 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils on the Barbee Mill property.
hexrpt
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Permit Review
Not for Construction
., .MEER man mime mom
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F. I Wolf' BARBEE MILL SOIL REmEDIATiou oroll. 1
i
NEIGHBORHOOD DETAIL U0 BARBEE MILL 451) . P=.
- 8-int MI Lin WASIMILTON IILVD II
PO WI..
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CITY RENTON
Planning/Building/PublicWorks Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
August 13, 2002
Mr. Carl Einberger
Hart Crowser, Inc.
1910 Fairview Ave. East
Seattle, WA 98102
SUBJECT: Barbee Mill Soil Remediation
Project No. LUA-02-069, ECF, SM, SP
Dear Mr. Einberger:
This letter is to inform you that the appeal period has ended for the Environmental Review
Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project.
No appeals were filed on the ERC determination. The applicant must comply with all ERC
Mitigation Measures in accordance with the City of Renton Staff Report dated July 23, 2002. A
copy of the Mitigation Measures are enclosed.
A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the
seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 20, 2002 at 9:00
AM to consider the Special Fill and Grade Permit. The applicant or representative(s) of the
applicant is required to be present at the public hearing. A copy of the staff report is enclosed.
If you have any questions, please feel free to contact me at (425) 430-7270.
For the Environmental Review Committee,
.,/ ,(6/Z/
Lesley Nishihir
Senior Planner
cc: Mr. Robert Cugini, Barbee Mill Company/Owners
Bruno &Anne Good/Parties of Record
Enclosure
FINAL RENTON
1055 South Grady Way-Renton,Washington 98055
® AHEAD OF THE CURVE
This paper contains 50%recycled material,30%post consumer
1
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
MITIGATION MEASURES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an
8,000 square foot single-story metal building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to original
grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for approximately two months. In
addition to SEPA review, the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
MITIGATION MEASURES:
1. The applicant shall appropriately restore the temporary stockpile/dredging storage area with grasses
and shoreline plantings after the completion of the project. The satisfaction of this requirement shall
be subject to the review and approval of the Development Services Division.
2. The applicant shall comply with the conditions of approval imposed by the Army Corps of Engineers
for the project including, but not limited to: 1) the dewatering of dredged spoils within an established
grass seeded containment berm designed to control and minimize erosion and runoff from the upland
temporary storage area into Lake Washington; 2) the use of an in-water silt curtain to control turbidity
in Lake Washington during dredging operations as well as silt fencing around upland storage areas;
and, 3) the monitoring of water quality during dredging activities to assure compliance with proposed
work in accordance with best management practices. The satisfaction of these requirements shall be
subject to the review and approval of the Development Services Division for the duration of the
project.
3. The applicant shall install silt fencing along the outside down slope perimeter of the proposed berm of
the dewatering area and along May Creek. The silt fence shall be installed prior to grading activities
and shall be constructed in conformance with the specifications presented in the King County Surface
Water Design Manual. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division.
4. No pumping of water from the temporary storage/dewatering area shall be discharged directly to Lake
Washington or May Creek. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division throughout the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the erosion
control plan including any recommendations of change or revision to maintenance schedules or
installation to the public works inspector. Certification of the installation, maintenance and proper
removal of the erosion control facilities shall be required prior to final inspection.
6. Dredging activities shall be limited to the permitted fisheries windows (July 15th to December 31st) in
accordance with the Department of Fish and Wildlife requirements.
7. The applicant shall conduct visual monitoring of turbidity levels and water quality measurements,
including monitoring of oxygen levels and TSS, in and around the dredge area during the project.
The satisfaction of these requirements shall be subject to the review and approval of the
Development Services Division for the duration of the project.
mitmeasures
0
NOTICE OF ENVIRONMENTAL
DETERMINATION
ENVIRONMENTAL REVIEW
COMMITTEE
AFFIDAVIT OF PUBLICATION RENTON,WASHINGTON
The Environmental Review
Chris Meyers, first duly sworn on oath states that he/she is the Legal Clerk of the Commit has issued a
Determination of Non-Significance-
Mitigated for the following project
SOUTH COUNTY JOURNAL under the authority of the Renton
Municipal Code.
600 S.Washington Avenue,Kent,Washington 98032 BARBEE MILL SOIL
REMEDIATION
a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of LUA 02-069,ECF,SM,SP
general publication and is now and has been for more than six months prior to the date of Environmental review for
publication, referred to, printed andpublished in the English language continuallyas a dailyexcavation and removalicof
9� approximately 21,500 cubic yards
newspaper in Kent, King County,Washington. The South County Journal has been approved as a of arsenic contaminated and
legal newspaper by order of the Superior Court of the State of Washington for King County. elevated zinc level soils over an
The notice in the exact form attached,was published in the South County Journal(and approximate 1.8 acre area of the
not in supplemental form)which was regularly distributed to the subscribers during the below site. The ofproaosal Specialaiso Fillreq and
approval a Fill and
stated period. The annexed notice,a Grade Permit by the Hearing
Examiner and a Shoreline
BARBEE MILL SOIL REMEDIATION Substantial Development Permit.
Location: 4101 Lake Washington
as published on: 7/29/02 Boulevard North.
Appeals of the environmental
The full amount of the fee charged for said foregoing publication is the sum of$90.38, charged to determinationorbefore must be filed in August
12,on or 5:00 PM August 12,
Acct. No.8051067. 2002. Appeals must be filed in
writing together with the required
The cost above includes a$6.00 fee for the printing of the affidavits. $75.00 application fee with: Hearing
Examiner, City of Renton, 1055
Legal Number 10642 • South Grady Way, Renton, WA
98055. Appeals to the Examiner are
governed by City of Renton
Municipal Code Section 4-8-110.B.
Legal Clerk, South ourlty urnal Additional information regarding the
appeal process may be obtained
from the Renton City Clerk's Office,
Subscribed and sworn before me on this .5liay of � ! �•! ' ,2002 (425)430-6510.
A Public Hearingan will bemi held in the
a````a�� 10117o� yp''' � � Renton Hearing Examiner l the
M o0 Council Chambers, City Hall, on
$ .....' ! >, NotaryPublic of the State of Washi ton August 20, 2002 at 9:00 AM to
�� �` �t�� ErA�•, oo consider the Special Fill and Grade
,• 'l •cn� 9F ,'y residing in Auburn Permit. If the Environmental
=ie c;OTAAy `�:OS King County,Washington Determination is appealed, the
_�_ a �9 0 public will be heard as part of this
�s-�.�(vY— public hearing. Interested parties are
Pin t.�4 e - invited to attend the public hearing.
1. �'� ;E` O: Zo® Published in the South County
'`oe�i c 2 g p. : 2 p•'4,1,,,$4 Journal July 29,2002.10642
''z*II,44,14111E300 0J%
Lesley Nishihira- Barbee Mill Soil Reme'''^'on-Determination OfNon-Significance-Mi ed Page 1
Oc)--p (oq, '/
From: "Sharon Holley" <sharon.holley@wadnr.gov>
To: <Lnishihira@ci.renton.wa.us>
Date: 8/12/02 2:50PM
Subject: Barbee Mill Soil Remediation-Determination OfNon-Significance-Mitigated
8/12/02
Dear Lesley:
Thank you for providing us with a copy of the Environmental Determination for the Barbee Mill Soil
Remediation project on the upland areas of the Barbee Mill site. As proprietary manager of the State
owned aquatic land abutting this project area, the Department of Natural Resource (DNR) would like to
provide the following general comments for consideration:
1. The applicant should prevent any upland contaminants from reaching the water by using best
management practices for handling contaminants or contaminated soils, as well as utilizing berming and
silt fencing-type work.
2. Applicant should designate an onsite project manager responsible for ensuring no contaminant or
contaminated soils are spilled and or dumped on to State owned aquatic lands. In the event of an
accident causing the spill of contaminant or contaminated soil, the Project Manager should have a spill
plan and response equipment available on site, and contact proper regulatory authorities immediately.
3. Applicant will need to obtain a Use Authorization from the DNR to use the abutting State owned aquatic
lands if water access to the site is needed.
4. Applicant should coordinate upland efforts to meet requirements of sediment cleanup on adjacent
Barbee aquatic site. As part of that coordination, DNR would appreciate the applicant providing us with
information regarding applicant's planned upland actions and the steps that will be taken to ensure that
any contaminated soil being left in place at depth will not be a source of contaminated groundwater
leachate to the aquatic environment.
Thank you for your consideration of our comments and appreciate your sharing our comments with the
applicant.
If you have any questions, I can be reached at (360) 902-1029 until 8/31/02, then at (360) 825-1631
following 9/01/02.
Sincerely,
Sharon Holley
Aquatic Land Manager
South Puget Sound Region
Department of Natural Resources
(360) 825-1631
STATE DEVELOPMENT P
.::: Na CITY OF + �ti p
Nissg ING
ay� AU
G 0 5 2002
STATE OF WASHINGTON RECEIVED
DEPARTMENT OF ECOLOGY
P.O. Box 47600 • Olympia, Washington 98504-7600
(360) 407-6000 • TDD Only (Hearing Impaired) (360) 407-6006
July 31,2002
Ms. Lesley Nishihira
Department of Planning/Public Works
Development Planning Section
City of Renton
1055 South Grady Way
Renton,WA 98055
Dear Ms.Nishihira:
RE: Determination of Non-Significance for the Barbee Mill Soil Remediation at 4101 Lake Washington Blvd N
Thank you for the opportunity to comment on the SEPA checklist issued July 26,2002,for the proposed
excavation and removal of 21,500 cy of arsenic contaminated and elevated zinc level soils from the Barbee Mill
site. We have reviewed the checklist and have the following comments:
• Any contractor demolishing or constructing buildings or other structures, foundations, etc.,is subject to the
State regulatory requirements of designation and appropriate management of any hazardous wastes
generated as a result of such work.
• Hazardous wastes generated through the use,maintenance, or repair of any construction equipment,
vehicles, earth working equipment,paving equipment,etc.,are subject to the same regulatory requirements
for appropriate management.
• Proper steps to mitigate soil contamination and/or cleanup of contaminated soils are required.
• Issues of hazardous waste designation,storage,management,and proper disposal should be addressed as a
result of the work proposed in this checklist.
A Hazardous Waste permit is not required of this project unless dangerous waste will be received,treated, stored
for greater then ninety(90)days, or disposed on site.
"Ecology suggests,but does not require,that a copy of this letter be attached to any building/demolition permit
for this project."
If you have any questions,please call Rachel Best with our Hazardous Waste Toxics Reduction(HWTR)
Program at(425) 649-7140. Once again,thank you for giving us the opportunity to comment.
Sincerely,
Rachel Best
Environmental Specialist
Hazardous Waste Toxics Reduction Program
RB:ml
cc: Julie Sellick,NWRO
SEPA#200204639
-ADP-
N101 (.110E
ENVIRONMENTAL DETERMINATION
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
BARBEE MILL SOIL REMEDIATION
L U A-02-069,E C F,S M,S P
The applicant is requesting Environmental(SEPA)Review for the implementation of an Independent
Remedial Action Plan(IRAP)for upland areas of the Barbee Mill site. The project would result in the
excavation and removal of approximately 21,500 cubic yards of arsenic contaminated and elevated zinc
level soils over an approximate 1.8 acre area of the site. In addition,an 8,000 square foot single-story
metal(former kiln)building would be demolished in order to access the contaminated soils. After
excavation,the contaminated soils would be stockpiled in an on-site upland area for dewatering prior to
transport and off-site disposal. Site restoration would consist of returning to original grade with 21,500
cubic yards of imported clean backfill followed by asphalt repaving. Remediation activities are estimated
to commence during late summer 2002 and last for approximately two months.In addition to SEPA
review,the proposal also requires approval of a Special Fill and Grade Permit by the Hearing Examiner
and a Shoreline Substantial Development Permit. Location: 4101 Lake Wash.Blvd.North.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED
THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE
ENVIRONMENT.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 12, 2002.
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.
A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on
the 7th floor of City Hall,1055 South Grady Way,Renton,Washington,on August 20,2002,at 9:00 AM to consider
the Special Fill and Grade Permit. If the Environmental Determination is appealed, the appeal will be heard as
part of this public hearing. r ----- I
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-�-��%I =GA�o�� i7sw.;^r �wee:�os�a ::t,�: y 1 _ �.''L.—
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION AT (425)430-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
Please include the project NUMBER when calling for proper file identification.
NOTICE OF ENVIRONMENTAL DETERMINATION
ENVIRONMENTAL REVIEW COMMITTEE
RENTON,WASHINGTON
The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the
following project under the authority of the Renton Municipal Code.
BARBEE MILL SOIL REMEDIATION
LUA-02-069,ECF,S M,S P
Environmental review for excavation and removal of approximately 21,500 cubic yards of
arsenic contaminated and elevated zinc level soils over an approximate 1.8 acre area of
the site. The proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit. Location: 4101 Lake
Washington Boulevard North.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 12, 2002.
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.
A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on
August 20, 2002 at 9:00 AM to consider the Special Fill and Grade Permit. If the Environmental
Determination is appealed,the appeal will be heard as part of this public hearing. Interested parties are
invited to attend the public hearing.
Publication Date: July 29, 2002
Account No. 51067
dnsmpub.dot
r CITY C ' RENTON
..LL ;>.. Planning/Building/PublicWorks Depai Uuent
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
July 25, 2002
Washington State
Department of Ecology
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
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 23, 2002:
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
BARBEE MILL SOIL REMEDIATION
LUA-02-069,ECF,SM,SP
The applicant is requesting Environmental (SEPA) Review for the implementation of an Independent
Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The project would result in the
excavation and removal of approximately 21,500 cubic yards of arsenic contaminated and elevated zinc
level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square foot single-story
metal (former kiln) building would be demolished in order to access the contaminated soils. After
excavation, the contaminated soils would be stockpiled in an on-site upland area for dewatering prior to
transport and off-site disposal. Site restoration would consist of returning to original grade with 21,500
cubic yards of imported clean backfill followed by asphalt repaving. Remediation activities are estimated
to commence during late summer 2002 and last for approximately two months. In addition to SEPA
review, the proposal also requires approval of a Special Fill and Grade Permit by the Hearing Examiner
and a Shoreline Substantial Development Permit. Location: 4101 Lake Wash. Blvd. No.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 12, 2002.
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.he Environmental R view Committee,
(M ) ,
Lesley Nishib'
Senior Planner
cc: King County Wastewater Treatment Division
Larry Fisher, Department of Fisheries
David F. Dietzman, Department of Natural Resources
WSDOT, Northwest Region
Duwamish Tribal Office
Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance)
US Army Corp. of Engineers
Enclosure
1055 South Grady Way-Renton,Washington 98055 R E N T O N
agencyletter\ AHEAD OF 'r H E CURVE
��
:_ This paper contains 50%recycled material,30%post consumer
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
MITIGATION MEASURES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an
8,000 square foot single-story metal building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to original
grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for approximately two months. In
addition to SEPA review, the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
MITIGATION MEASURES:
1. The applicant shall appropriately restore the temporary stockpile/dredging storage area with grasses
and shoreline plantings after the completion of the project. The satisfaction of this requirement shall
be subject to the review and approval of the Development Services Division.
2. The applicant shall comply with the conditions of approval imposed by the Army Corps of Engineers
for the project including, but not limited to: 1) the dewatering of dredged spoils within an established
grass seeded containment berm designed to control and minimize erosion and runoff from the upland
temporary storage area into Lake Washington; 2) the use of an in-water silt curtain to control turbidity
in Lake Washington during dredging operations as well as silt fencing around upland storage areas;
and, 3) the monitoring of water quality during dredging activities to assure compliance with proposed
work in accordance with best management practices. The satisfaction of these requirements shall be
subject to the review and approval of the Development Services Division for the duration of the
project.
3. The applicant shall install silt fencing along the outside down slope perimeter of the proposed berm of
the dewatering area and along May Creek. The silt fence shall be installed prior to grading activities
and shall be constructed in conformance with the specifications presented in the King County Surface
Water Design Manual. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division.
4. No pumping of water from the temporary storage/dewatering area shall be discharged directly to Lake
Washington or May Creek. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division throughout the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the erosion
control plan including any recommendations of change or revision to maintenance schedules or
installation to the public works inspector. Certification of the installation, maintenance and proper
removal of the erosion control facilities shall be required prior to final inspection.
6. Dredging activities shall be limited to the permitted fisheries windows (July 15th to December 31s) in
accordance with the Department of Fish and Wildlife requirements.
7. The applicant shall conduct visual monitoring of turbidity levels and water quality measurements,
including monitoring of oxygen levels and TSS, in and around the dredge area during the project.
The satisfaction of these requirements shall be subject to the review and approval of the
Development Services Division for the duration of the project.
mitmeasures
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
ADVISORY NOTES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The
project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated
and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square foot
single-story metal building would be demolished in order to access the contaminated soils. After excavation, the
contaminated soils would be stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21,500 cubic yards of imported clean
backfill followed by asphalt repaving. Remediation activities are estimated to commence during late summer
2002 and last for approximately two months. In addition to SEPA review, the proposal also requires approval of a
Special Fill and Grade Permit by the Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
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. It is the applicant's responsibility to obtain the necessary permits from all other pertinent agencies.
2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 p.m., Monday through Friday unless
otherwise approved by the Development Services Division.
3. The project requires a Shoreline Substantial Development Permit. Once issued, the Shoreline Permit
requires a 21-day appeal period.
4. The project site is zoned Commercial Office Residential (COR 2).
Building
1. The applicant must obtain a demolition permit for the removal of the former kiln building, prior to
commencement of excavation.
Plan Review—Water
1. The proposed project is located outside of the Aquifer Protection Area.
Plan Review—Sanitary Sewer
1. There is a 1-1/2" sewer pipe along the proposed soil remediation area. This pipe connects a sewer lift
station (from the site) to a 12" sewer main in Lake Washington Blvd. North. Relocation of the pipe
should be completed prior to the beginning of excavation.
2. The extracted groundwater shall discharge to the sewer. The City of Renton will be the permitting
authority for the ground water discharge. A plan will need to be submitted to the City for review and
approval.
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The
project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated
and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square foot
single-story metal building would be demolished in order to access the contaminated soils. After excavation, the
contaminated soils would be stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21,500 cubic yards of imported clean
backfill followed by asphalt repaving. Remediation activities are estimated to commence during late summer
2002 and last for approximately two months. In addition to SEPA review, the proposal also requires approval of a
Special Fill and Grade Permit by the Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
LEAD AGENCY: 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 August 12,2002. 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.
PUBLICATION DATE: July 29, 2002
DATE OF DECISION: July 23, 2002
SIGNATURES:
Gregg• 1 11//0-44/V- t----- 7140 7—
rma , Administrator DATE'
Depart t of nning/Building/Public Works
x i
;Jiro Shephe (II, dt�(inlstrator DATE
r/
Community Services
/-<-'' '' 7/ '
/ Lee el-er, Fire Chief DATE
Ren on Fire Department
DNSMSIGN
%o : CITY C F RENTON
:.ii Planning/Building/PublicWorks Department Greggimmerman P.E.,Administrator
Jesse Tanner,Mayor gg
July 25, 2002
Mr. Carl Einberger
Hart Crowser, Inc.
1910 Fairview Ave. East
Seattle, WA 98102
SUBJECT: Barbee Mill Soil Remediation
Project No. LUA-02-069, ECF, SM, SP
Dear Mr. Einberger:
This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that
they have completed their review of the subject project. The ERC issued a threshold Determination of
Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures
document.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 12,
2002. 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.
A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh
floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 20, 2002 at 9:00 AM to
consider the Special Fill and Grade Permit. The applicant or representative(s) of the applicant is required
to be present at the public hearing. A copy of the staff report will be mailed to you one week before the
hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public
hearing.
The preceding information will assist you in planning for implementation of your project and enable you to
exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire
clarification of the above, please call me at (425) 430-7270.
For the Environmental Review Corn 'tee,
Lesley Nishih
Senior Planner
cc: Mr. Robert Cugini, Barbee Mill Company/Owners
Enclosure
DNSMLETTER RENTON
1055 South Grady Way-Renton,Washington 98055
AHEAD O F THE CURVE
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•
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
MITIGATION MEASURES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an
8,000 square foot single-story metal building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to original
grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for approximately two months. In
addition to SEPA review, the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
MITIGATION MEASURES:
1. The applicant shall appropriately restore the temporary stockpile/dredging storage area with grasses
and shoreline plantings after the completion of the project. The satisfaction of this requirement shall
be subject to the review and approval of the Development Services Division.
2. The applicant shall comply with the conditions of approval imposed by the Army Corps of Engineers
for the project including, but not limited to: 1) the dewatering of dredged spoils within an established
grass seeded containment berm designed to control and minimize erosion and runoff from the upland
temporary storage area into Lake Washington; 2) the use of an in-water silt curtain to control turbidity
in Lake Washington during dredging operations as well as silt fencing around upland storage areas;
and, 3) the monitoring of water quality during dredging activities to assure compliance with proposed
work in accordance with best management practices. The satisfaction of these requirements shall be
subject to the review and approval of the Development Services Division for the duration of the
project.
3. The applicant shall install silt fencing along the outside down slope perimeter of the proposed berm of
the dewatering area and along May Creek. The silt fence shall be installed prior to grading activities
and shall be constructed in conformance with the specifications presented in the King County Surface
Water Design Manual. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division.
4. No pumping of water from the temporary storage/dewatering area shall be discharged directly to Lake
Washington or May Creek. The satisfaction of this requirement shall be subject to the review and
approval of the Development Services Division throughout the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the erosion
control plan including any recommendations of change or revision to maintenance schedules or
installation to the public works inspector. Certification of the installation, maintenance and proper
removal of the erosion control facilities shall be required prior to final inspection.
6. Dredging activities shall be limited to the permitted fisheries windows (July 15th to December 31st) in
accordance with the Department of Fish and Wildlife requirements.
7. The applicant shall conduct visual monitoring of turbidity levels and water quality measurements,
including monitoring of oxygen levels and TSS, in and around the dredge area during the project.
The satisfaction of these requirements shall be subject to the review and approval of the
Development Services Division for the duration of the project.
mitmeasures
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
ADVISORY NOTES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The
project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated
and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square foot
single-story metal building would be demolished in order to access the contaminated soils. After excavation, the
contaminated soils would be stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21,500 cubic yards of imported clean
backfill followed by asphalt repaving. Remediation activities are estimated to commence during late summer
2002 and last for approximately two months. In addition to SEPA review, the proposal also requires approval of a
Special Fill and Grade Permit by the Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
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. It is the applicant's responsibility to obtain the necessary permits from all other pertinent agencies.
2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 p.m., Monday through Friday unless
otherwise approved by the Development Services Division.
3. The project requires a Shoreline Substantial Development Permit. Once issued, the Shoreline Permit
requires a 21-day appeal period.
4. The project site is zoned Commercial Office Residential (COR 2).
Building
1. The applicant must obtain a demolition permit for the removal of the former kiln building, prior to
commencement of excavation.
Plan Review—Water
1. The proposed project is located outside of the Aquifer Protection Area.
Plan Review—Sanitary Sewer
1. There is a 1-1/2" sewer pipe along the proposed soil remediation area. This pipe connects a sewer lift
station (from the site) to a 12" sewer main in Lake Washington Blvd. North. Relocation of the pipe
should be completed prior to the beginning of excavation.
2. The extracted groundwater shall discharge to the sewer. The City of Renton will be the permitting
authority for the ground water discharge. A plan will need to be submitted to the City for review and
approval.
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site. The
project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic contaminated
and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an 8,000 square foot
single-story metal building would be demolished in order to access the contaminated soils. After excavation, the
contaminated soils would be stockpiled in an on-site upland area for dewatering prior to transport and off-site
disposal. Site restoration would consist of returning to original grade with 21,500 cubic yards of imported clean
backfill followed by asphalt repaving. Remediation activities are estimated to commence during late summer
2002 and last for approximately two months. In addition to SEPA review, the proposal also requires approval of a
Special Fill and Grade Permit by the Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
LEAD AGENCY: 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 August 12,2002. 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.
PUBLICATION DATE: July 29, 2002
DATE OF DECISION: July 23, 2002
SIGNATURES:
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Gre 77�rr�merma Administrator DATE'
Departr�herht of nnin /Buildin /Public Works
9 9
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Jim S p ,
Community Services
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Reri on Fire Department
DNSMSIGN
CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE
(MITIGATED)
MITIGATION MEASURES
APPLICATION NO(S): LUA-02-069, ECF, SM, SP
APPLICANT: Barbee Mill Company.
PROJECT NAME: Barbee Mill Soil Remediation
DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the
implementation of an Independent Remedial Action Plan (IRAP) for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic yards of arsenic
contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In addition, an
8,000 square foot single-story metal building would be demolished in order to access the contaminated
soils. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of returning to original
grade with 21,500 cubic yards of imported clean backfill followed by asphalt repaving. Remediation
activities are estimated to commence during late summer 2002 and last for approximately two months. In
addition to SEPA review, the proposal also requires approval of a Special Fill and Grade Permit by the
Hearing Examiner and a Shoreline Substantial Development Permit.
LOCATION OF PROPOSAL: 4101 Lake Washington Boulevard North
MITIGATION MEASURES:
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be
disturbed and around the staging area. The silt fence shall be in place before excavation is
initiated, and shall be constructed in conformance with the specifications presented in the King
County Surface Water Design Manual. The silt fence shall be in place throughout the duration of
the soil remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow and
route the flow away from the excavation area to a stabilized discharge point. Vegetation growth
shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be
necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates.
The design and construction of drainage swales shall conform to the specifications presented in
the King County Surface Water Design Manual. Temporary pipe systems can also be used to
convey storm water across the site. These measures shall be required for the duration of the
project.
4. The project contractor shall perform daily review and maintenance of all erosion and
sedimentation control measures at the site during the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the
erosion control plan including any recommendations of change or revision to maintenance
schedules or installation to the Public Works inspector. Certification of the installation,
maintenance and proper removal of the erosion control facilities shall be required prior to final
inspection.
6. The applicant shall appropriately restore grades in the excavation area with clean fill and asphalt
paving after the completion of excavation. The applicant shall provide verification from a
geotechnical engineer that the fill material is clean. The satisfaction of this requirement shall be
subject to the review and approval of the Development Services Division.
7. No pumping of water from the temporary storage/dewatering area shall be discharged directly to
Lake Washington or May Creek. The satisfaction of this requirement shall be subject to the
review and approval of the Development Services Division throughout the duration of the project.
DNSMSIGN
ENVIRONMENTAL REVIEW COMMITTEE
MEETING NOTICE
JULY 23, 2002
To: Gregg Zimmerman, Planning/Building/Public Works Administrator
Jim Shepherd, Community Services Administrator
Lee Wheeler, Fire Chief
From: Jennifer Henning, Development Planning
Meeting Date: Tuesday, July 23, 2002
Time: 9:00 AM
Location: Sixth Floor Conference Room #620
Agenda listed below.
Barbee Mill Soil Remediation (Nishihira)
LUA-02-069, ECF, SM, SP
The applicant is requesting Environmental (SEPA) Review for the implementation of an Independent Remedial Action Plan
(IRAP) for upland areas of the Barbee Mill site. The project would result in the excavation and removal of approximately
21,500 cubic yards of arsenic contaminated and elevated zinc level soils over an approximate 1.8 acre area of the site. In
addition, an 8,000 square foot single-story metal building would be demolished in order to access the contaminated soils.
After excavation,the contaminated soils would be stockpiled in an on-site upland area for dewatering prior to transport and
off-site disposal. Site restoration would consist of returning to original grade with 21,500 cubic yards of imported clean
backfill followed by asphalt repaving. Remediation activities are estimated to commence during late summer 2002 and
last for approximately two months. In addition to SEPA review, the proposal also requires approval of a Special Fill and
Grade Permit by the Hearing Examiner and a Shoreline Substantial Development Permit. Location: 4101 Lake
Washington Boulevard North.
Barbee Mill Preliminary Plat (Discussion) (Nishihira)
LUA-02-040, ECF, PP
The applicant is requesting Environmental (SEPA) and Preliminary Plat review to subdivide a 22.9-acre site into 112 lots
ranging in size from 1,800 square feet to 6,000 square feet. The lots are intended for the development of townhouse units
- most of which would be constructed as duplex structures along with some 3-unit, 4-unit and 5-unit structures.
Landscape, roadway and utility improvements are included with the proposal. Fgur utility/open space tracts would also be
established with the plat. Location: 4201 Lake Washington Blvd. (between N. 40 &43 ).
cc: J.Tanner,Mayor
J.Covington,Chief Administrative Officer
S.Carlson,EDNSP Administrator
A Pietsch,EDNSP Director
J.Gray, Fire Prevention
N.Watts, P/B/PW Development Services Director ®
F.Kaufman,Hearing Examiner
L.Rude, Fire Prevention ®
J. Medzegian,Council
S.Meyer,P/B/PW Transportation Systems Director
R.Lind,Economic Development
L.Warren,City Attorney ®
STAFF City of Renton
REPORT Department of Planning/Building/Public Works
ENVIRONMENTAL REVIEW COMMITTEE
A. BACKGROUND
ERC MEETING DATE July 23, 2002
Project Name: Barbee Mill Soil Remediation
Applicant: Barbee Mill Company.
File Number: LUA-02-069, ECF, SP, SM
Project Manager: Lesley Nishihira
Project Description: The applicant is requesting Environmental (SEPA) Review for the implementation of
an Independent Remedial Action Plan (IRAP)for upland areas of the Barbee Mill site.
The project would result in the excavation and removal of approximately 21,500 cubic
yards of arsenic contaminated and elevated zinc level soils over an approximate 1.8
acre area of the site. In addition, an 8,000 square foot single-story metal (former kiln)
building would be demolished in order to access the contaminated soils. After
excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and off-site disposal. Site restoration would consist of
returning to original grade with 21,500 cubic yards of imported clean backfill followed
by asphalt repaving. Remediation activities are estimated to commence during late
summer 2002 and last for approximately two months.
In addition to SEPA review, the proposal also requires approval of a Special Fill and
Grade Permit by the Hearing Examiner and a Shoreline Substantial Development
Permit.
Project Location: 4101 Lake Washington Boulevard North
Exist. Bldg. Area gsf: N/A Proposed New Bldg. Area: N/A
Site Area: 893,000 sf(20.5 acres) Total Building Area gsf.• N/A
RECOMMENDATION: Staff recommends that the Environmental Review Committee issue a Determination of
Non-Significance—MitiLaated(DNS-M).
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City of Renton P/B/PW Department Enviror tal Review Committee Staff Report
BARBEE MILL SOIL REMEDIATION LUA-02-069, ECF, SP, SM
REPORT OF JULY 23, 2002 Page 2 of 5
B. RECOMMENDATION
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the
following Environmental Determination:
DETERMINATION OF DETERMINATION OF
NON-SIGNIFICANCE XX NON- SIGNIFICANCE—MITIGATED.
Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period.
Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period
with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period.
C. ENVIRONMENTAL IMPACTS
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/Erosion
Impacts: The project site is generally flat, sloping slightly toward Lake Washington. The proposed remediation area is
surrounded by asphalt paving.
The 21,500 cubic yards of soil proposed to be removed consists of gravelly to fine sands with discontinuous peat and
silt lenses. Removal is being designed in accordance with the Model Toxics Control Act (MTCA) under an
Independent Remedial Action Plan (IRAP) due to arsenic contamination and elevated zinc levels. Excavations are
anticipated to occur over a 1.8 acre area, up to a maximum depth of 15 feet. Groundwater would likely be withdrawn
with sump pumps to allow soils to be excavated below the groundwater table.
The area of excavation is generally located in the center of the site, approximately 400 feet east of Lake Washington
and 110 feet northwest of May Creek. A soil handling/stockpile area is proposed to be located about 100 feet south of
the excavation area. The soil handling/stockpile area would be slightly larger than one acre in size and would maintain
a minimum distance of 100 feet from both Lake Washington and May Creek.
Dewatering of excavated soils would take place onsite in a paved area prior to transport and disposal off-site. Runoff
generated from construction area (stormwater, excavation, soil dewatering operations)would be collected at low points
within the construction area, treated and discharged to the sanitary sewer system in accordance with King County.
Staff will recommend that the applicant be precluded from direct discharge of dewatering effluent to either May Creek
or Lake Washington.
Excavation and soil handling/stockpile areas would have slopes of approximately 4%. Erosion is possible during soil
remediation, transport, and site restoration activities. Following removal of the contaminated soils, the site would be
restored via the import of 21,500 cubic yards of clean fill to restore pre-remediation grades, and paving with asphalt.
Measures proposed by the applicant to prevent erosion include covering stockpiles with plastic to minimize erosion
during construction. Berms, silt fences, and other best management practices would be employed to control erosion
from and divert surface water around the construction area. Staff also recommends that the applicant be required to
conduct appropriate restoration of the disturbed portions of the site, and to implement temporary erosion control
measures throughout the duration of the project. In addition, daily inspection by the contractor and weekly reports on
the status and condition of the erosion control plan should be required of the project. In order to ensure these
measures are appropriately taken, staff recommends they be required as SEPA mitigation measures.
Mitigation Measures:
• Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the
Development Services Division for the duration of the project.
• The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed and around
the staging area. The silt fence shall be in place before excavation is initiated, and shall be constructed in
conformance with the specifications presented in the King County Surface Water Design Manual. The silt fence
shall be in place throughout the duration of the soil remediation project.
• Shallow drainage swales and/or berms shall be constructed to intercept surface water flow and route the flow away
from the excavation area to a stabilized discharge point. Vegetation growth shall be established in the ditch by
seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the
ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the
ercrpt
City of Renton P/B/PW Department Environ tal Review Committee Staff Report
BARBEE MILL SOIL REMEDIATION LUA-02-069,ECF, SP, SM
REPORT OF JULY 23, 2002 Page 3 of 5
specifications presented in the King County Surface Water Design Manual. Temporary pipe systems can also be
used to convey storm water across the site. These measures shall be required for the duration of the project.
• The project contractor shall perform daily review and maintenance of all erosion and sedimentation control
measures at the site during the duration of the project.
• The project engineer of record shall provide weekly reports on the status and condition of the erosion control plan
including any recommendations of change or revision to maintenance schedules or installation to the Public Works
inspector. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be
required prior to final inspection.
• The applicant shall appropriately restore grades in the excavation area with clean fill and asphalt paving after the
completion of excavation. The applicant shall provide verification from a geotechnical engineer that the fill material
is clean. The satisfaction of this requirement shall be subject to the review and approval of the Development
Services Division.
• No pumping of water from the temporary storage/dewatering area shall be discharged directly to Lake Washington
or May Creek. The satisfaction of this requirement shall be subject to the review and approval of the Development
Services Division throughout the duration of the project.
Nexus: SEPA Environmental Regulations, King County Surface Water Design Manual
2. Water/Shoreline
Impacts: The site is located along the Lake Washington shoreline, which is designated as an "Urban" environment
under the City's Shoreline Master Program. The subject site is also located within habitat areas for a number of
species. Lake Washington shorelines near the site are known migration routes for many fish species, including
sockeye salmon, coho salmon, steelhead and cutthroat trout, and most notably Puget Sound chinook salmon. Other
fish populations known to exist near the site include largemouth bass, smallmouth bass, black crappie, pumpkinseed
sunfish, yellow perch, northern pike minnow, three-spine stickleback, brown bullhead, speckled dace, peamouth, and
prickly sculpin.
In addition to Chinook salmon, which are currently listed as a threatened species under the Endangered Species Act
(ESA), the National Marine Fisheries Service (NMFS) has designated coho salmon as a candidate eligible for listing
under ESA. The U.S. Fish and Wildlife Service (USFWS) have also designated bull trout as threatened. The project
area is located upland of the Washington Department of Fish and Wildlife (WDFW) indexed sockeye salmon spawning
area. Furthermore, the Department of Fish and Wildlife has identified near-shore, shallow water areas as important
fish habitat because of the abundance of aquatic plants which provide important cover and hiding places for juvenile
fish.
The project application includes an Independent Remedial Action Plan — Upland Areas — Barbee Mill Company,
prepared by Hart Crowser (dated September 6, 2000). The study identifies upland areas to be remediated including
contaminated soil and an associated groundwater plume extending to Lake Washington, and a localized area of
elevated petroleum hydrocarbons in groundwater near former storage tanks (Tanks 2 and 3). The study states that the
remedial action is intended to prevent the migration of arsenic and zinc above proposed groundwater cleanup levels to
Lake Washington; and, to remove the soil source area for arsenic and zinc above proposed cleanup levels, thereby
eliminating the soils to groundwater pathway for these constituents.
The proposed remediation plan would diminish the amount of contamination reaching shallow water habitat supportive
of aquatic plants and animals, and thereby improve the potential spawning fisheries in Lake Washington and May
Creek.
Since the proposal does not involve inwater work, it is unlikely that it would be subject to fisheries windows established
by the Washington Department of Fish and Wildlife.
The SEPA Checklist states that groundwater would likely be withdrawn by sump pumps or other means, to allow soils
to be excavated below the groundwater table. A dewatering rate of 17,000 gallons per day(GPD) has been estimated.
No discharges to groundwater are anticipated. The applicant has also indicated the project would utilize berms and
other methods to control run-on and run-off from the construction areas.
Mitigation Measures:
None required.
Nexus: Not applicable.
ercrpt
•
City of Renton P/B/PW Department Environ fal Review Committee Staff Report
BARBEE MILL SOIL REMEDIATION LUA-02-069, ECF, SP, SM
REPORT OF JULY 23, 2002 Page 4 of 5
3. Transportation
Impacts: The proposal would require the export of 21,500 cubic yards of material, and import of an equal amount of
clean fill. Export would occur either via trucks or rail car. Provided that separate trips account for export and import,
the applicant has estimated up to 4,300 dump truck loads of 10 cubic yards each, or an average of 540 truck trips per
week over an 8-week project schedule.
Renton Municipal Code requires an approved construction mitigation plan including haul routes and hours, and a traffic
control plan, prior to the issuance of a construction permit.
Mitigation Measures:
None required.
Nexus: Not applicable.
D. MITIGATION MEASURES
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the
Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed and
around the staging area. The silt fence shall be in place before excavation is initiated, and shall be constructed
in conformance with the specifications presented in the King County Surface Water Design Manual. The silt
fence shall be in place throughout the duration of the soil remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow and route the flow
away from the excavation area to a stabilized discharge point. Vegetation growth shall be established in the
ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to
protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall
conform to the specifications presented in the King County Surface Water Design Manual. Temporary pipe
systems can also be used to convey storm water across the site. These measures shall be required for the
duration of the project.
4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control
measures at the site during the duration of the project.
5. The project engineer of record shall provide weekly reports on the status and condition of the erosion control
plan including any recommendations of change or revision to maintenance schedules or installation to the
Public Works inspector. Certification of the installation, maintenance and proper removal of the erosion control
facilities shall be required prior to final inspection.
6. The applicant shall appropriately restore grades in the excavation area with clean fill and asphalt paving after
the completion of excavation. The applicant shall provide verification from a geotechnical engineer that the fill
material is clean. The satisfaction of this requirement shall be subject to the review and approval of the
Development Services Division.
7. No pumping of water from the temporary storage/dewatering area shall be discharged directly to Lake
Washington or May Creek. The satisfaction of this requirement shall be subject to the review and approval of
the Development Services Division throughout the duration of the project.
E. COMMENTS OF REVIEWING DEPARTMENTS
The proposal has been circulated to City Departmental / Divisional Reviewers for their review. Where
applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or
Notes to Applicant.
X Copies of all Review Comments are contained in the Official File.
Copies of all Review Comments are attached to this report.
ercrpt
City of Renton P/B/PW Department Enviror tal Review Committee Staff Report
BARBEE MILL SOIL REMEDIATION LUA-02-069, ECF, SP, SM
REPORT OF JULY 23, 2002 Page 5 of 5
Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or
before 5:00 PM August 12,2002. 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.
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. It is the applicant's responsibility to obtain the necessary permits from all other pertinent agencies.
2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 p.m., Monday through Friday unless otherwise
approved by the Development Services Division.
3. The project requires a Shoreline Substantial Development Permit. Once issued, the Shoreline Permit requires a
21-day appeal period.
4. The project site is zoned Commercial Office Residential (COR 2).
Building
1. The applicant must obtain a demolition permit for the removal of the former kiln building, prior to commencement of
excavation.
Plan Review—Water
1. The proposed project is located outside of the Aquifer Protection Area.
Plan Review—Sanitary Sewer
1. There is a 1-1/2"sewer pipe along the proposed soil remediation area. This pipe connects a sewer lift station (from
the site) to a 12" sewer main in Lake Washington Blvd. North. Relocation of the pipe should be completed prior to
the beginning of excavation.
2. The extracted groundwater shall discharge to the sewer. The City of Renton will be the permitting authority for the
ground water discharge. A plan will need to be submitted to the City for review and approval.
ercrpt
•
! Sections 29 & 32, Township 24 North, Range 5 East, W. M.
K NY NOTES ! SOUTH PARCEL - .
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NEIGHBORHOOD DETAIL MAP BARBEE MILL CO
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CCity of Re- bv Department of Planning/Building/Public oncs c�
ENVIRONMENTA & DEVELOPMENT APPLICATION REV/ W SHE
:VIEWING DEPARTMENT: ,GI e COMMENTS DUE: JULY
APPLICATION NO: LUA-02-069, ECF, S SP DATE CIRCULATED: J 5, 2002
APPLICANT: Robert Cugini/Barbee Mill Corn ny PROJECT MANAGE . Lesley Nishihira
PROJECT TITLE: BARBEE MILL SOIL REMEDIATION WORK ORDER NO 78998
LOCATION: 4101 Lake Washington Blvd. No.
SITE AREA: 893,000 SF BUILDING AREA(gross): N/A
SUMMARY OF PROPOSAL:The applicant is requesting Environmental(SEPA) Review, a Hearing Examiner Special Fill&Grade
Permit,and a Shoreline Substantial Development Permit for the implementation of a soil remediation plan on the Barbee Mill site.
The project would excavate approximately 21,500 cubic yards of arsenic contaminated soils and demolish an 8,000 square foot
single story metal building in order to perform clean-up activities. After excavation,the contaminated soils would be stockpiled in an
on-site upland area for dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to
the original grade with clean backfill and repaved with asphalt. Remediation activities are estimated at a duration of 2 months during
late summer.
A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
n
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 needed to properly assess this proposal.
çPcSignature of Director or Authorized Representative
Routing Rev.10/93
CITY OF RENTON
ECONOMIC DEVELOPMENT
NEIGHBORHOODS, AND STRATEGIC PLANNING
MEMORANDUM
DATE: July 22, 2002
TO: Lesley Nishihira
FROM: Rebecca a(j
STAFF CONTACT: Don Erickson
SUBJECT: Barbee Mill Soil Remediation,4101 Lake Washington Blvd. N.;
LUA-02-069,ECF, SM, SP
The applicants are proposing implementation of a soil remediation plan on the Barbee Mill site.
The applicants are proposing to excavate approximately 21,500 cubic yards of arsenic
contaminated soils and demolish an 8,000 square foot single story metal building in order to
perform clean-up activities. Contaminated soils would be stock piled in an upland area on-site,
for the purpose of dewatering, prior to their disposal off-site. After excavation the site would be
restored with clean fill and repaved with asphalt.
The subject 20-acre industrial site is designated Employment Area — Office, as shown on the
Comprehensive Plan Land Use Map. It currently is zoned Center Office Residential(COR).
Relevant Comprehensive Plan Policies:
Objective EN-C: Protect and enhance the City's rivers, major and minor creeks and intermittent
stream courses.
Policy EN-1. Prevent development on lands where development would create hazards to life,
property, or environmental quality.
Policy EN-5. Degraded channels and banks should be rehabilitated by public programs and new
development.
Analysis:
The proposed clean up should enhance the nearby (110') May Creek channel before it outflows
into Lake Washington(Objective EN-C). By removing the arsenic containing soils from the site
the applicants are removing potential hazards to life, property, or environmental quality that
otherwise would prevent development on these lands (Policy EN-1). The subject clean up
anticipates new development and being spurred on in anticipation of this.
No significant environmental impacts were identified for this project.
Recommendation:
Support this environmental cleanup.
Document2\d
CITY OF RENTON
MEMORANDUM
DATE: July 19, 2002
TO: Lesley Nishihira
FROM: Juliana Sitthidet
SUBJECT: BARBEE MILL SOIL REMEDIATION - LUA 02-069
4201 Lake Washington Blvd
I have reviewed the application for the dredging project and have the following comments:
EXISTING CONDITIONS
WATER - The proposed project is located outside the Aquifer Protection Area.
SANITARY SEWER -There is a 1-1/2" sewer pipe along the proposed soil remediation area. The
existing pipe connects a sewer lift station (from the site) to a 12" sewer main in Lake
Washington Blvd N.
CODE REQUIREMENTS
SANITARY SEWER
1. The existing pipe (that connects a sewer lift station from the site to a 12" sewer main in Lake
Washington Blvd N) shall be relocated prior to beginning of excavation.
2. The extracted groundwater shall discharge to the sewer. The City of Renton will be the
permitting authority for the ground water discharge. A plan will need to be submitted to the City
for review and approval.
RECOMMENDED CONDITIONS
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the down slope perimeter of the area that is to be
disturbed and around the staging area. The silt fence shall be in place before excavation is
initiated, and shall be constructed in conformance with the specifications presented in of the
King County Surface Water Design Manual. This will be required during the duration on the soil
remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow and
route the flow away from the excavation area to a stabilized discharge point. Vegetation
growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it
may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce
i 'r
flow rates. The design anu uunstruction of drainage swales shall cui iiorm to the specifications
presented in KCSWDM. Temporary pipe systems can also be used to convey storm water
across the site. This will be required for the duration of the project.
4. The project contractor shall perform daily review and maintenance of all erosion and
sedimentation control measures at the site during the duration of the project.
5. No pumping of the water from the sediment area directly to May Creek or to Lake Washington
shall be allowed.
6. Weekly reports on the status and condition of the erosion control plan with any
recommendations of change or revision to maintenance schedules or installation shall be
submitted by the project Engineer of record to the public works inspector. Certification of the
installation, maintenance and proper removal of the erosion control facilities shall be required
prior to final inspection approval.
cc: Kayren Kittrick
City of Renton Department of Planning/Building/Public bvurrcS
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
:VIEWING DEP ARTMENT w sye COMMENTS DUE: JULY 23, 2002
APPLICATION NO: LUA-02-069, ECF, SM, SP DATE CIRCULATED: JULY 5, 2002
APPLICANT: Robert Cugini/Barbee Mill Company PROJECT MANAGER: Lesley Nishihira CITY OFAFturON
PROJECT TITLE: BARBEE MILL SOIL REMEDIATION WORK ORDER NO: 78998 RECEIVED
LOCATION: 4101 Lake Washington Blvd. No. JUL 0 8 2002
SITE AREA: 893,000 SF I BUILDING AREA(gross): N/A BUILDING DIViS
SUMMARY OF PROPOSAL:The applicant is requesting Environmental (SEPA) Review, a Hearing Examiner Special Fill&fa'tie
Permit,and a Shoreline Substantial Development Permit for the implementation of a soil remediation plan on the Barbee Mill site.
The project would excavate approximately 21,500 cubic yards of arsenic contaminated soils and demolish an 8,000 square foot
single story metal building in order to perform clean-up activities. After excavation,the contaminated soils would be stockpiled in an
on-site upland area for dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to
the original grade with clean backfill and repaved with asphalt. Remediation activities are estimated at a duration of 2 months during
late summer.
A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
I 14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELATED COMMENTS / I 0h/IOr +/ 1 -I ✓Vleork 011 1r1 c3 lr
10-7 1 -ea 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 informatiop is needed to properly assess this proposal.
(� '` �._r 7 /__ �',;
Signature of Director or Au fibrizecepTesentative Date
Routing Rev.10/93
City of Renton Department of Planning/Building/Public WorKs
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
:VIEWING DEPARTMENT: p rKs 0
COMMENTS DUE: JULY 23, 2002 3 APPLICATION NO: LUA-02-069, ECF, SM, SP DATE CIRCULATED: JULY 5,2002 (-�� C m
z
r
APPLICANT: Robert Cugini/Barbee Mill Company PROJECT MANAGER: Lesley Nishihira -n O m
PROJECT TITLE: BARBEE MILL SOIL REMEDIATION WORK ORDER NO: 78998 cn m Co —
LOCATION: 4101 Lake Washington Blvd. No. <^p o m
5.z 1V
SITE AREA: 893,000 SF I BUILDING AREA(gross): N/A m
SUMMARY OF PROPOSAL:The applicant is requesting Environmental(SEPA) Review, a Hearing Examiner Special Fill &Grade
Permit,and a Shoreline Substantial Development Permit for the implementation of a soil remediation plan on the Barbee Mill site.
The project would excavate approximately 21,500 cubic yards of arsenic contaminated soils and demolish an 8,000 square foot
single story metal building in order to perform clean-up activities. After excavation,the contaminated soils would be stockpiled in an
on-site upland area for dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to
the original grade with clean backfill and repaved with asphalt. Remediation activities are estimated at a duration of 2 months during
late summer.
A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water LightGlare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
1 14,000 Feet
i 2,174 4,‘
414,e_ a/1 e /I V e vi7197- 7° "
B. POLICY-RELATED COMMENTS
/7/1,64,,(.- a/2A 1143 /Os 1• 7..-?74,
C. CODE-RELATED COMMENTS
1411/e- aA(- A f,M711,16) iie ./'-'
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 whe additional informatio needed to proper) assess this proposal.
7// o��
Signature of Director or Authorized Representative Date
Routing Rev.10/93
City of Renton Department of Planning/Building/Public Works
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
:VIEWING DEPARTMENT:gree Retold-tan COMMENTS DUE: JULY 23, 2002
APPLICATION NO: LUA-02-069, ECF, SM, SP DATE CIRCULATED: JULY 5, ?1Q2, c _c ii n;,
APPLICANT: Robert Cugini/Barbee Mill Company PROJECT MANAGER: Lesley Njsh i-e �U
PROJECT TITLE: BARBEE MILL SOIL REMEDIATION WORK ORDER NO: 78998 1, f
LOCATION: 4101 Lake Washington Blvd. No. L. JUt -$ 2002 _i
SITE AREA: 893,000 SF I BUILDING AREA(gross): N/A
SUMMARY OF PROPOSAL:The applicant is requesting Environmental (SEPA) Review,a Hearing Examiner Special Fill&GraiT1e
Permit, and a Shoreline Substantial Development Permit for the implementation of a soil remediatioth plan on the Barbee Mill site.
The project would excavate approximately 21,500 cubic yards of arsenic contaminated soils and demolish an 8,000 square foot
single story metal building in order to perform clean-up activities. After excavation,the contaminated soils would be stockpiled in an
on-site upland area for dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to
the original grade with clean backfill and repaved with asphalt. Remediation activities are estimated at a duration of 2 months during
late summer.
A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities •
Animals Transportation
Environmental Health Public Services
Energy/ Historic./Cultural
Natural Resources Preservation _
Airport Environment
10,000 Feet
I 14,000 Feet ,
tiA
B. POLICY-RELATED COMMENTS
itiA
C. CODE-RELATED COMMENTS �/
all/i
( ,tlJ,m �I //` bd 6: / 7 /Cte /'7
We have revi wed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where dditional inform n is needed to properly assess this proposal. q
• 7/
/d ,2
Signal e of 'recto or Authorized 'epresentative Date
Routing Rev.10/93
iiif
I
I
...................................................
CITY OF RENTON
DEVELOPMENT SERVICES DIVISION ...< .........
LIST OF SURROUNDING PROPERTY OWNERS
within 300 feet of the subject site
PROJECT NAME: Barbee Mill Soil Remediation
APPLICATION NO: Lt14 OZ Olo' L.(.�, 5� P
,S
The following is a list of property owners within 300 feet of the subject site. The Development Services
Division will notify these individuals of the proposed development.
NAME ADDRESS ASSESSOR'S PARCEL
NUMBER
Stewart Johnson 4100 Lake Washington Blvd. N.#A101 Renton 98056 221200 0010
McLaughlin Properties LLC 4100 Lake Washington Blvd.N.#A102 Renton 98056 221200 0020
Jon Youngblood 4100 Lake Washington Blvd.N.#A103 Renton 98056 221200 0030
Lois Wywrot 4100 Lake Washington Blvd.N.#A104 Renton 98056 221200 0040
Darrell&Linda Inglemund 4100 Lake Washington Blvd.N.#A201 Renton 98056 221200 0050
Ronald Hutton 4100 Lake Washington Blvd. N.#A202 Renton 98056 221200 0060
Therese Luger 4100 Lake Washington Blvd. N.#A203 Renton 98056 221200 0070
Darrell&Linda Inglemund 4100 Lake Washington Blvd.N.#A204 Renton 98056 221200 0080
Mehmet Gurel 4100 Lake Washington Blvd.N.#B101 Renton 98056 221200 0090
AAr{s kQ can I anteh ---& em Gibson - r--- --_-4100-Lake Washington-Blvd-.-N:#8102 Renton 98056 221200 0100
U-'^ Maria Floreson 4100 Lake Washington Blvd.N.#B103 Renton 98056 221200 0110
Kimberly Ann Kelly 4100 Lake Washington Blvd.N.#B104 Renton 98056 221200 0120
Rande&Celia Cruze
Alan Robert Konn 4100 Lake Washington Blvd. N.#B201 Renton 98056 221200 0130
Mehmet Gurel 4100 Lake Washington Blvd. N.#8202 Renton 98056 221200 0140
Kenneth Carl 4100 Lake Washington Blvd.N.#B203 Renton 98056 221200 0150
Cheryl Dapello 4100 Lake Washington Blvd.N.#B204 Renton 98056 221200 0160
Jane M.Jelinek 4100 Lake Washington Blvd. N.#C101 Renton 98056 221200 0170
Lee Ernst 4100 Lake Washington Blvd. N.#C102 Renton 98056 221200 0180
No F0(4,3s4c`Xravin Anthony8pJannifer Lew--- .4100-Lake Washington Blvd:N.#CtO3 Renton 98056 221200 0190
Linda K.Stonich 4100 Lake Washington Blvd.N.#C104 Renton 98056 221200 0200
Bruno&Ann Good 4100 Lake Washington Blvd.N.#C201 Renton 98056 221200 0210
Charles&Sharon Lynn Harwood 4100 Lake Washington Blvd. N.#C202 Renton 98056 221200 0220
Steven Bagby&Angela Lee 4100 Lake Washington Blvd.N.#C203 Renton 98056 221200 0230
James&Jane Muscat 4100 Lake Washington Blvd. N.#C204 Renton 98056 221200 0240
Gary Gibson 4100 Lake Washington Blvd. N.#D101 Renton 98056 221200 0250
Andrew Newing 4100 Lake Washington Blvd. N.#D102 Renton 98056 221200 0260
N o rot ward-6elieen Allen 4100 Lake Washington Blvd.N.#D10-3 Renton 98056 221200 0270
Beverly Wagner 4100 Lake Washington Blvd.N.#D104 Renton 98056 221200 0280
Jason S.King 4100 Lake Washington Blvd.N.#D201 Renton 98056 221200 0290
Paul&Amy Houser Jr. 4100 Lake Washington Blvd. N.#D202 Renton 98056 221200 0300
Hidelco&Akira Nagamine 4100 Lake Washington Blvd. N.#D203 Renton 98056 221200 0310
Steven Ruegge 4100 Lake Washington Blvd. N.#D204 Renton 98056 221200 0320
N o S @bendatfTermirrals 7626 Lake Washington.Blvd NE . Renton 98056 292405 9002
ham-,- b�Burlington Northern Santa Fe Lake Washington Blvd.N. Renton 322405 9005
Gardner Hicks 4008 Lake Washington Blvd. N.#4 Renton 98056 322405 9036
Donald Baldwin 4017 Park Avenue N. Renton 98056 322405 9039
Port Quendall Company,aka Jag Dev. 4350 Lake Washington Blvd. N. Renton 98056 322405 9049
Neil Thomson 4016 Lake Washington Blvd. N. Renton 98056 322405 9050
(Attach additional sheets, if necessary) -
I
(Continued)
NAME ADDRESS ASSESSOR'S PARCEL
NUMBER
Patricia M. Helina 4004 N.40th St. Renton 98055 322405 9058
Gardner Hicks 4008 Lake Washington Blvd. N.#4 Renton 98056 322405 9059
Clarissa Fawcett 4008 Meadow Avenue N. Renton 98056 322405 9081
uh kt.ou y ba rest_prQduc_ lnc� 41n1 i�Wastiington�$Ivd-# Renton 98056 334270 0005
Margaret Hunt 3908 Lake Washington Blvd. N. Renton 98056 334270 0415
Thomas&Caryl Hunt 3916 Lake Washington Blvd. N. Renton 98056 334270 0425
Bruno&Sarah Nicoli 3404 Burnett Avenue N. Renton 98056 334270 0427
Applicant Certification
I, A06e--1 G »l 1 rJ I. , hereby certify that the above list(s) of adjacent'property
(Print Name)
owners and their addresses were obtained from: ,���..*.��
'e,ELTq,IN%
U Title Company Records ;Q.� ,.••••••••. •—e'��
Jib King County Assessors Records ;�5`�`ONXhA ��,
as i �° �IGY )
g4--- Date ""o� •� C' •
Signed Pl: ,�, ,
(Applicant) rig ', a"'
NOTARY ttI' 4 oi-4ti^::, o`?
ATTE ED: ubs-.. • a d sworn before me, a Nota Pryblic, in and for the State of Washing toff - -
residin_• at �" �� d on the 7S day of `Y j r , 20 (bZ
signet --,�) LII -Lhitly) 112 ID
`�V`I(Notary Public)
e • 0•
NOTIFYP LI
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Iistprop.doc 'i4^RI Y KAMCHEFF
REV 03/00 "^"RITMENT EXPIRES:6-29-03
2
CERTIFICATION
I, E. Cckwe I 1 , hereby certify that 3 copies of the
above document were posted by me in 3 conspicuous places on or nearby
the described property on -&&)j (S , 20Z .
Signed:
ATTEST:Subscribed orn b fore me,a Notary Public,in and for a of
Washington residing i k 7 t �'1 ,on the I ^E, - day of m©a- .
MARILYN KAMCHEFF ,f
NOTARY PUBLIC , . ;
STATE OF WASHINGTON 6-29-03
COMMISSION EXPIRES
JUNE 29, 2003
•
�- NT0�
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF NON-
SIGNIFICANCE - MITIGATED (DNS-M)
DATE: July 5,2002
LAND USE NUMBER: LUA-02-069,ECF,SM,SP
APPLICATION NAME: BARBEE MILL SOIL REMEDIATION
PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, a Hearing
Examiner Special Fill &Grade Permit,and a Shoreline Substantial Development Permit for the implementation of
a soil remediation plan on the Barbee Mill site. The project would excavate approximately 21,500 cubic yards of
arsenic contaminated soils and demolish an 8,000 square foot single story metal building In order to perform
clean-up activities. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to the
original grade with clean backfill and repaved with asphalt. Remediation activities are estimated for a duration of
2 months to take place during late summer.
PROJECT LOCATION: 4101 Lake Washington Blvd.No.
OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of
Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,
as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS-M process to give notice that a
DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single
comment period. There will be no comment period following the issuance of the Threshold Determination of Non-
Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE: June 6,2002
NOTICE OF COMPLETE APPLICATION: July 5,2002
Permits/Review Requested: Environmental(SEPA)Review,Special Fill&Grade Permit,Shoreline
Substantial Development Permit
Other Permits which may be required: N/A
Requested Studies: N/A
Location where application may
be reviewed: Planning/Building/Public Works Division,Development Services Department,
1055 South Grady Way,Renton,WA 98055
PUBLIC HEARING: Public hearing scheduled for August 20,2002 before the Renton Hearing
Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th
floor of the new Renton City Hall located at 1055 Grady Way South.
CONSISTENCY OVERVIEW:
Land Use: The subject site is located within the Center Office Residential(COR)
Comprehensive Plan Land Use Map and Zoning designations. The proposed
clean-up action complies with the intent of these land use designations.
Environmental Documents that
Evaluate the Proposed Project: Independent Remedial Action Plan dated September 6,2000 prepared by Har
Crowser.
Development Regulations
Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Shoreline
Master Program,Public Works Standards,Uniform Building Code,Uniform Fire
Code and other applicable codes and regulations as appropriate.
Proposed Mitigation Measures:
1. The applicant shall comply with any conditions of approval required for permits issued or clean up plans approved by
the Army Corp of Engineers,the Department of Ecology,or other pertinent agency.
NOTICE OF APPLICATION
2. The applicant shall employ best management practices and erosion control measure throughout the duration of the
project.
Comments on the above application must be submitted in writing to Lesley Nishihira,Senior Planner,Development
Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 19.2001. This matter is also
scheduled for a public hearing on August 20,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055
South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services
Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in
writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before
the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive
additional information by mail,please contact the project manager. Anyone who submits written comments will
automatically become a party of record and will be notified of any decision on this project.
CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
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If you would like to be made a party of record to receive further information on this proposed project,complete
this form and return to:City of Renton, Development Planning, 1055 So.Grady Way, Renton,WA 98055.
File No./Name: LUA-02-069,ECF,SM,SP/Barbee Mill Soil Remediation
NAME:
ADDRESS:
TELEPHONE NO.:
NOTICE OF APPLICATION
I
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NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF NON-
SIGNIFICANCE - MITIGATED (DNS-M)
DATE: July 5,2002
LAND USE NUMBER: LUA-02-069,ECF,SM,SP
APPLICATION NAME: BARBEE MILL SOIL REMEDIATION
PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, a Hearing
Examiner Special Fill &Grade Permit,and a Shoreline Substantial Development Permit for the implementation of
a soil remediation plan on the Barbee Mill site. The project would excavate approximately 21,500 cubic yards of
arsenic contaminated soils and demolish an 8,000 square foot single story metal building in order to perform
clean-up activities. After excavation, the contaminated soils would be stockpiled in an on-site upland area for
dewatering prior to transport and disposal off-site. Following excavation activities,the site will be restored to the
original grade with clean backfill and repaved with asphalt. Remediation activities are estimated for a duration of
2 months to take place during late summer.
PROJECT LOCATION: 4101 Lake Washington Blvd.No.
OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of
Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,
as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS-M process to give notice that a
DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single
comment period. There will be no comment period following the issuance of the Threshold Determination of Non-
Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE: June 6,2002
NOTICE OF COMPLETE APPLICATION: July 5,2002
Permits/Review Requested: Environmental(SEPA)Review,Special Fill&Grade Permit,Shoreline
Substantial Development Permit
Other Permits which may be required: N/A
Requested Studies: N/A
Location where application may
be reviewed: Planning/Building/Public Works Division,Development Services Department,
1055 South Grady Way,Renton,WA 98055
PUBLIC HEARING: Public hearing scheduled for August 20,2002 before the Renton Hearing
Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th
floor of the new Renton City Hall located at 1055 Grady Way South.
CONSISTENCY OVERVIEW:
Land Use: The subject site is located within the Center Office Residential(COR)
Comprehensive Plan Land Use Map and Zoning designations. The proposed
clean-up action complies with the intent of these land use designations.
Environmental Documents that
Evaluate the Proposed Project: Independent Remedial Action Plan dated September 6,2000 prepared by Har
Crowser.
Development Regulations
Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Shoreline
Master Program,Public Works Standards,Uniform Building Code,Uniform Fire
Code and other applicable codes and regulations as appropriate.
Proposed Mitigation Measures:
1. The applicant shall comply with any conditions of approval required for permits issued or clean up plans approved by
the Army Corp of Engineers,the Department of Ecology,or other pertinent agency.
NOTICE OF APPLICATION
2. The applicant shall employ best management practices and erosion control measure throughout the duration of the
project.
Comments on the above application must be submitted in writing to Lesley Nishihira,Senior Planner,Development
Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 19,2001. This matter is also
scheduled for a public hearing on August 20,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, 1055
South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services
Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in
writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before
the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive
additional information by mail,please contact the project manager. Anyone who submits written comments will
automatically become a party of record and will be notified of any decision on this project.
CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
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If you would like to be made a party of record to receive further information on this proposed project, complete
this form and return to:City of Renton, Development Planning, 1055 So. Grady Way, Renton,WA 98055.
File No./Name: LUA-02-069, ECF,SM,SP/Barbee Mill Soil Remediation
NAME:
ADDRESS:
TELEPHONE NO.:
NOTICE OF APPLICATION
%o ,- ) CITY C _+ RENTON
ly
..a `,; , Planning/Building/PublicWorks Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
July 5, 2002
Mr. Carl Einberger
Hart Crowser, Inc.
1910 Fairview Ave. East
Seattle, WA 98102
SUBJECT: Barbee Mill Soil Remediation
Project No. LUA-02-069, ECF, SM, SP
Dear Mr. Einberger:
The Development Planning Section of the City of Renton has determined that the subject
application is complete according to submittal requirements and, therefore, is accepted
for review.
It is tentatively scheduled for consideration by the Environmental Review Committee on
July 23, 2002. Prior to that review, you will be notified if any additional information is
required to continue processing your application.
A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on
the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 20,
2002 at 9:00 AM to consider the Special Permit (SP). The applicant or representative(s) of
the applicant is required to be present at the public hearing. A copy of the staff report will
be mailed to you one week before the hearing. If the Environmental Determination is
appealed, the appeal will be heard as part of this public hearing.
Please contact me, at (425) 430-7270, if you have any questions.
Sincerely,
Lesley Nishilr
Senior Planner
cc: Mr. Robert Cugini, Barbee Mill Company/Owners
acceptance R E N T O N
1055 South Grady Way-Renton,Washington 98055
COHEAD OF THE CURVE
` This paper contains 50%recycled material,30%post consumer
CITY OF RENTON
DEVELOPMENT SERVICES DIVISION
LAND USE PERMIT
MASTER APPLICATION
PROPERTY OWNER(S) PROJECT INFORMATION
Note: If there is more than one legal owner,please attach an
additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME:
NAME: Barbee Forest Products, Inc.
Barbee Mill Soil Remediation Project
PROJECT/ADDRESS(S)/LOCATION and Zip Code:
ADDRESS: 4101 Lake Washington Blvd. N. Barbee Forest Products, Inc.
4101 Lake Washington Blvd. N.
Renton, WA 98056
CITY: Renton ZIP: 98056
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
TELEPHONE NUMBER: (425) 226-3900 334270 0005
APPLICANT (if other than owner) EXISTING LAND USE(S):
Industrial
NAME: Robert Cugini PROPOSED LAND USE(S):
Unchanged
COMPANY(if applicable): Barbee Mill Co.
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Center Office Residential
EVELO` '> `� .
4101 Lake Washington Blvd O
Le
ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): NA
CITY: Renton ZIP: 98057
ti EXISTING ZONING: Center Office Residential 2(COR2)
TELEPHONE NUMBER (425) 226-3900
PROPOSED ZONING (if applicable): NA
CONTACT PERSON SITE AREA (in square feet): 893,000 ft2
NAME: SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED
Carl Einberger FOR SUBDIVISIONS OR PRIVATE STREETS SERVING
THREE LOTS OR MORE(if applicable): NA
COMPANY(if applicable): Hart Crowser, Inc.
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ADDRESS: 1910 Fairview Ave. East ACRE (if applicable): NA
NUMBER OF PROPOSED LOTS (if applicable):
CITY: Seattle ZIP: 98102 NA
NUMBER OF NEW DWELLING UNITS(if applicable):
TELEPHONE NUMBER AND E-MAIL ADDRESS: NA
(206) 324-9530 NUMBER OF EXISTING DWELLING UNITS(if applicable):
cme@hartcrowser.coin NA
NA = Not Applicable
masterap.doc Revised April 2001
z
L.L� .
ZOJECT INFORMATION (coal ed)
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL PROJECT VALUE
BUILDINGS(if applicable): NA
SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF
BUILDINGS TO REMAIN (if applicable): NA ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL SQUARE FOOTAGE(if applicable):
BUILDINGS (if applicable): NA
❑ AQUIFER PROTECTION AREA ONE
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO
BUILDINGS TO REMAIN (if applicable): NA 0 FLOOD HAZARD AREA sq.ft.
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ GEOLOGIC HAZARD sq.ft.
applicable): NA ❑ HABITAT CONSERVATION sq.ft.
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE ❑ SHORELINE STREAMS AND LAKES sq.ft.
NEW PROJECT(if applicable): NA ❑ WETLANDS sq.ft.
LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if needed)
(See Attached Sheet)
TYPE OF APPLICATION & FEES
Check all application types that apply-- City staff will determine fees.
ANNEXATION(A) $ SHORELINE REVIEWS
—COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $
—CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE
x ENVIRONMENTAL REVIEW(ECF) $ 500 x SUBSTANTIAL DEVELOPMENT(SM) $ 500
xGRADE&FILL PERMIT(GF) $ 2,000 _VARIANCE(SM-V) $
(No.Cu.Yds: 21,500 ) $
_REZONE(R) $ _ SUBDIVISION
_ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $
MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $
_SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $
_SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $
_TEMPORARY PERMIT(TP) $ _SHORT PLAT(SHPL-A,SHPL-H) $
VARIANCE(V-A,V-H,V-B) $
(from Section: ) $ Postage: $ 15.30
_WAIVER(W) $ - TOTAL FEE $ 3,015.30
OTHER: $
AFFIDAVIT OF OWNERSHIP
I, (Print Name) Ro Cie Q-T c J b ln1% ,declare that I am(please check one) _the current owner of the
property involved in this application or 74- 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 ',
(certthat I know or have satisfactory evidence that b-4 J 1 ®��) 1 i
ifY
g is' ment and acknowledged it to be his/her/their free l �� �d'cit for
(fi(4rt'Lejr • * e uses d rposes mentioned in the instrument. r—\ .. ° + It
l
i Tr ua: t
(Name of Owner/Representative) Notary Public in and for the State of Washington{ I :Z"�O �,,.
Notary(Print) 1 o .•
(Signature of Owner/Representative) My appointment expires: ) jJ7 t), +/11 ••.r-2 9'
t1‘q�OFW11,S-,_
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This requirement may be waived by: I�EQ
1_ Property Services Section PROJECT NAME:—5� M tt't- l L
2. Public Works Plan Review Section
DATE: l
3. Building Section �"� 1
4. Development Planning Section
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p.E/ISED 5/17ver100
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Barbee Mill Soil Remediation Project
ENVIRONMENTAL CHECKLIST
Purpose of Checklist
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW,requires all governmental
agencies to consider the environmental impacts of a proposal before making decisions. An
environmental impact statement(EIS)must be prepared for all proposals with probable
significant adverse impacts on the quality of the environment. The purpose of this checklist is to
provide information to help you and the agency identify impacts from your proposal (and to
reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide
whether an EIS is required.
Instructions for Applicants
This environmental checklist asks you to describe some basic information about your proposal.
Governmental agencies use this checklist to determine whether the environmental impacts of
your proposal are significant,requiring preparation of an EIS. Answer the questions briefly,with
the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most
cases, you should be able to answer the questions from your own observations or project plans
without the need to hire experts. If you really do not know the answer, or if a question does not
apply to your proposal,write "do not know" or"does not apply." Complete answers to the
questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark
designations. Answer these questions if you can. If you have problems,the governmental
agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a
period of time or on different parcels of land. Attach any additional information that will help
you 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.
T Tse 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 (WAC 197-11-960 PART D).
For nonproject actions,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. DEvi
RENToN
t•
'" ri
A. Background
1. Name of proposed project, if applicable:
Barbee Mill Soil Remediation Project
2. Name of applicant:
Barbee Mill Co.
3. Address and phone number of applicant and contact person:
Applicant Address: 4101 Lake Washington Blvd. North, Renton, WA, 98057
Applicant Phone No.: (425) 226-3900
Contact Person: Carl Einberger, Hart Crowser, Inc., 1910 Fairview Ave. East,
Seattle, WA, 98102 (206) 324-9530.
4. Date checklist prepared:
May 16, 2002
5. Agency requesting checklist:
City of Renton
6. Proposed timing or schedule (including phasing, if applicable):
Approximately two (2)months duration, likely in late summer. Final schedule to
be determined at a later date.
7. Do you have any plans for future additions, expansion, or further activity related
to or connected with this proposal? If yes, explain.
See No. 9 below.
8. List any environmental information you know about that has been prepared, or
will be prepared, directly related to this proposal.
a) Independent Remedial Action Plan,Upland Areas, Barbee Mill Company.
Hart Crowser, Inc. September 6, 2000. (This plan has been approved by
Ecology.)
b) Wetland Delineation Confirmation. Radaeke and Associates. April 2002.
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.
•
Yes:
• Master plan application (put on hold),File No. LUA-01-174,ECF,SA-
H,SM.
• Preliminary plat application for 112 townhome lots (active),File No.
LUA-02-040,ECF,PP.
10. List any government approvals or permits that will be needed for your proposal, if
known.
City of Renton Shoreline Substantial Development Permit, Grade and Fill Permit,
and Environmental Review.
11. Give brief, complete description of your proposal, including the proposed uses
and the size of the project and site. There are several questions later in this
checklist that ask you to describe certain aspects of your proposal. You do not
need to repeat those answers on this page.
Elevated arsenic concentrations have been identified in soils beneath the
pavement in a portion of this 20-acre industrial site. Excavation and off-site
disposal of soils containing arsenic above the Model Toxics Control Act(MICA)
Method A cleanup level of 20 mg/kg is proposed. The excavation is expected to
cover approximately 1.8 acres, and have a maximum depth of 15 feet. Total in-
place volume of soils to be excavated is estimated at 21,500 cubic yards. A 1-
story metal building(approx. 8,000 square feet) will need to be demolished to
access the soils. Stockpiling/dewatering of excavated soils will take place on site
in a paved area prior to transport and disposal off site. Water generated from
excavation and soil dewatering operations will be treated and discharged to
sanitary sewer under the approval of King County. Following excavation, clean
fill will be backfilled to restore original grade, and the excavation area will be
repaved.
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.
Street Address: 4101 Lake Washington Blvd. North, Renton, WA
NW 1/4 of Section 32, Township 24 North,Range 5 East, W.M., in King County,
WA.
Refer to Site Plan for more detail, including site topography and legal description
of property.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one):
rolling, hilly, steep slopes, mountainous, other
b. What is the steepest slope on the site
(approximate percent slope)?
Steepest slope is approx. 4 percent in the construction areas
(i.e., the area to be excavated and the proposed soil
handling/stockpile area).
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.
Gravelly to fine sand with discontinuous peat and silt lenses.
d. Are there surface indications or history of
unstable soils in the immediate vicinity? If so, describe.
No.
e. Describe the purpose, type, and approximate
quantities of any filling or grading proposed. Indicate
source of fill.
Clean imported fill from an upland source will be used to restore
the excavation to original grade. The in-place volume of fill
required is estimated at 21,500 cubic yards. The specific source
will be determined by the construction contractor.
f. Could erosion occur as a result of clearing,
construction, or use? If so, generally describe.
The area to be excavated is relatively flat and is surrounded by
pavement that will remain in-place during construction. Current
plans are to repave the area following backfilling. Therefore,
there is little potential for erosion from the excavation area either
during or following construction. However, erosion could occur
from on-site soil stockpiles during construction.
g. About what percent of the site will be
covered with impervious surfaces after project construction
(for example, asphalt or buildings)?
Current plans are to repave the entire excavation area following
backfilling.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
h. Proposed measures to reduce or control
erosion, or other impacts to the earth, if any.
During construction, soil stockpiles will be covered with plastic to
minimize erosion. Berms, silt fences, and/or other means will be
used to address potential erosion from, and to divert surface
water around, the construction areas.
2. Air
a. What types of emissions to the air would
result from the proposal (i.e., dust, automobile, odors,
industrial wood smoke) during construction and when the
project is completed? If any, generally describe and give
approximate quantities, if known.
There may be asbestos containing materials (ACM) associated
with the building to be demolished. There will be vehicular
emissions and the potential for dust generation during soil
excavation, handling, and transport activities.
b. Are there any off-site sources of emissions or
odor that may affect your proposal? If so, generally
describe.
Not aware of any.
c. Proposed measures to reduce or control
emissions or other impacts to air, if any.
ACM associated with the building to be demolished will be
identified and managed in accordance with regulations.
Engineering controls will be used to minimize dust generation
during construction. The applicant will meet all applicable city
codes and requirements regarding reduction of emissions.
3. Water
a. Surface
1. Is there any surface water body on or in
the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If
yes, describe type and provide names. If appropriate, state
what stream or river it flows into.
May Creek is located approximately 110 feet southeast of the
soil excavation area and 100 feet southeast of the proposed soil
handling/stockpile area at its closest points. Lake Washington is
located approximately 400 feet west of the soil excavation area
and 100 feet west of the proposed soil handling/stockpile area.
A small, Class 3 wetland is located adjacent to the railroad track
embankment in the railroad right-of-way east of the property.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
2. Will the project require any work in or
adjacent to (within 200 feet) of the described waters? If
yes, please describe and attach available plans.
Both soil excavation and soil handling/stockpiling activities will
take place within 200 feet of May Creek. The proposed location
of soil handling/stockpiling activities is also within 200 feet of
Lake Washington.
3. Estimate the amount of fill and dredge
material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that
would be affected. Indicate the source of fill material.
None.
4. Will the proposal require surface water
withdrawals or diversions? Give general description,
purpose, and approximate quantities, if known.
None required.
5. Does the proposal lie within a 100-year
flood plain? If so, note location on the site plan.
No.
6. Does the proposal involve any discharges
of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
None anticipated.
b. Ground
1. Will the ground water be withdrawn, or
will water be discharged to ground water? Give general
description, purpose, and approximate quantities, if known.
Goundwater will likely be withdrawn by sump pumps or other
means, to allow soil to be excavated below the groundwater
table. A dewatering rate of 17,000 gallons per day(GPD) has :•
been estimated on a preliminary basis. Dewatering
requirements and anticipated rates will be further delineated
during detailed design of the remediation project. No discharges
to groundwater are anticipated. Berms or other means will be
used to prevent stormwater from entering the excavation.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
2. Describe waste material that will be
discharged into the ground from septic tanks or other
sources, if any. For example: domestic sewage, industrial,
containing the following chemicals . . . agricultural; etc.
Describe the general size of the system, the number of such
systems, the number of houses to be served, if applicable,
or the number of animals or humans the system(s) are
expected to serve.
None.
c. Water Runoff(including storm water)
1. Describe the source of runoff(including
storm water) and method of collection and disposal, if any
(include quantities, if known). Where will this water flow?
Will this water flow into other waters? If so, describe.
Run-on to and run-off from the construction areas will be
controlled using berms and/or other means. (Note: If not
intercepted, water runoff from the construction areas would flow
to Lake Washington; site topography precludes drainage to May
Creek.) Storm water collecting at low points within the
construction areas will be pumped to storage tank(s), treated,
and discharged to sanitary sewer. Additional water will be
generated via soil dewatering in the soil handling/stockpile area.
This water will be handled in the same manner as storm water.
2. Could waste materials enter ground or
surface waters?
Berms and/or other means will be used to prevent waste
material (e.g., surface run-off)from leaving the construction
areas and from entering the excavation. Site pavement will
generally prevent surface run-off or other waste material from
infiltrating to groundwater.
d. Proposed measures to reduce or control
surface, ground, and runoff water impacts, if any.
Run-on to and run-off from the construction areas will be
controlled using berms and/or other means. Groundwater
withdrawn from the excavation area and surface water collecting
at low points within the construction areas will be pumped to
storage tank(s). Stored water will be treated on-site and then
discharged to the sanitary sewer.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
4. Plants
a. Check or circle types of vegetation found on
the site.
X deciduous tree: alder, maple, aspen, other
X evergreen tree: fir, cedar, pine, other
X shrubs
X grass
pasture
crop or grain
X wet soil plants: cattail, buttercup, bullrush,
skunk cabbage, other
X water plants: water lily, eelgrass, milfoil,
other
X other types of vegetation
b. What kind and amount of vegetation will be
removed or altered?
The project area within this industrial site is nearly all paved. No
significant vegetation will be removed or altered.
c. List threatened or endangered species known
to be on or near the site.
There are no known threatened or endangered plants on or near
the site. Although no systematic studies have been done on the
site, none of the rare plant species listed in King County by the
Washington Natural Heritage Program are likely to occur on this
site.
d. Proposed landscaping, use of native plants, or
other measures to preserve or enhance vegetation on the
site, if any:
None. Current plans are to repave the entire excavation area
following backfilling.
5. Animals
a. Underline any birds and animals which have
been observed on or near the site or are known to be on or
near the site:
biro • hawk, heron, eagle, songbirds
other: osprey
mammals: deer, bear,elk, beaver, other:
fish: bass, almon, trout erring, shellfis ,
other:
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
b. List any threatened or endangered species
known to be on or near the site.
Resident bald eagle nests are present on Lake Washington.
Although there are no nests on site, they likely fly over and may
forage in the near shore areas of the lake and lower May Creek.
According to the Water Resource Inventory Area (WRIA) 8 map,
May Creek is a known chinook salmon stream. Osprey is on the
State Monitor List.
c. Is the site part of a migration route? If so,
explain.
The site is within the Pacific Flyway. Migrating waterfowl may
use near shore areas on Lake Washington during seasonal
migrations to and from summer and winter habitats. The lake
provides temporary resting and feeding habitat for some species
on their route to other destinations and seasonal (winter) habitat
for other species.
d. Proposed measures to preserve or enhance
wildlife, if any.
None.
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:
Not applicable.
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.
Not applicable.
7. Environmental Health
a. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a
result of this proposal? If so, describe.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
Potential exposure of construction workers to contaminated soil
(including airborne dust), ACM, and groundwater. The inhalation
hazards (ACM and dust) could also potentially impact the nearby
public.
1. Describe special emergency services that
might be required.
None beyond those that might be required at a typical
construction site.
2. Proposed measures to reduce or control
environmental health hazards, if any:
ACM associated with the building to be demolished will be
identified and managed in accordance with regulations.
Engineering controls will be used to minimize dust generation
during construction. The construction contractor will be required
to prepare and abide by a site-specific health and safety plan
that specifically addresses environmental health hazards.
b. Noise
1. What types of noise exist in the area
which may affect your project, (for example: traffic,
equipment, operation, other)?
Project is located at an operating lumber mill in an industrial
area. Burlington Northern Railroad tracks are located
approximately 200 feet southeast of the project area.
2. What types of levels would be created by
or associated with the project on a short-term or long-term
basis (i.e., traffic, construction, operation, other)? Indicate
what hours noise would come from the site.
The main noise-generating activities associated with the project
are:
- The operation of heavy construction equipment at the site;
and
- Dump trucks transporting excavated soil from the site and
imported fill to the site. (Note: The use of rail cars is also being
considered as a potential means of transporting excavated soil
from the site.)
It is anticipated that construction activities will take place during
normal working hours (e.g., Monday through Friday, 7 am to 4
pm).
3. Proposed measures to reduce or control
noise impacts, if any.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
Typical measures to reduce short-term noise impacts include
limiting the hours of construction as defined by the City of
Renton codes. No unusual measures to reduce or control noise
impacts are assumed necessary or proposed because
residences in the vicinity are not close to the proposed
construction areas.
8. Land and Shoreline Use
a. What is the current use of the site and
adjacent properties?
Barbee Mill is an operating lumber mill. Current activities are
limited to custom cut-line work and infrequent processing of raw
timber. Current use of adjacent properties includes residential,
industrial (log sorting yard, cedar homes manufacture), and
railroad right-of-way.
b. Has the site been used for agriculture? If so,
describe.
The site has been a lumber mill since mid-1940s. Prior use of
site is not known.
c. Describe any structures on the site.
The site has more than 10 existing buildings, which are 1- and 2-
story metal and wood-framed structures.
d. Will any structures be demolished? If so,
what?
A 1-story metal building, currently used to store lumber and for a
press operation, will need to be demolished to access the
underlying soil. Building size is approximately 8,000 square feet.
e. What is the current zoning classification of
the site?
Center Office Residential 2 (COR2)on the City of Renton Zoning
Map.
f. What is the current comprehensive plan
designation of the site?
The comprehensive plan designation for this site is Center Office
Residential.
g. If applicable, what is the current shoreline
master program designation of the site?
The shoreline in this area is designated as an "urban"
environment.
•
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
h. Has any part of the site been classified as an
"environmentally sensitive" area? If so, specify.
The portions of Lake Washington and May Creek on the site are
shorelines of statewide significance and shorelines of the state,
respectively, according to the Renton Shoreline Master Program
(RMC 4-3-090). In addition, near shore areas of Lake
Washington and May Creek appear to meet the Renton
Municipal Code (RMC) definition of critical habitats (RMC 4-3-
050.B.5.b.i).
i. Approximately how many people would
reside or work in the completed project?
Not applicable.
j. Approximately how many people would the
completed project displace?
Not applicable.
k. Proposed measures to avoid or reduce
displacement impacts, if any.
Not applicable.
1. Proposed measures to ensure the proposal is
compatible with existing and projected land use and plans,
if any.
Not applicable.
9. Housing
a. Approximately how many units would be
provided, if any? Indicate whether high, middle, or
low-income housing.
Not applicable.
b. Approximately how many units, if any,
would be eliminated? Indicate whether high, middle, or
low-income housing.
Not applicable.
c. Proposed measures to reduce or control
housing impacts, if any.
Not applicable.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
10. Aesthetics
a. What is the tallest height of any proposed
structure(s),not including antennas; what is the principal
exterior building material(s)proposed?
Not applicable.
b. What views in the immediate vicinity would
be altered or obstructed?
The 1-story metal building to be demolished to access the
underlying soils would not be replaced. There would be no other
changes with respect to views.
c. Proposed measures to reduce or control
aesthetic impacts, if any.
None.
11. Light and Glare
a. What type of light or glare will the proposal
produce? What time of day would it mainly occur?
Not applicable.
b. Could light or glare from the finished project
be a safety hazard or interfere with views?
Not applicable.
c. What existing off-site sources of light or
glare may affect your proposal?
Not applicable.
d. Proposed measures to reduce or control light
and glare impacts, if any.
Not applicable.
12. Recreation
a. What designation and informal recreational
opportunities are in the immediate vicinity?
Not applicable.
b. Would the proposed project displace any
existing recreational uses? If so, describe.
No.
•
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
c. Proposed measures to reduce or control
impacts on recreation, including recreation opportunities to
be provided by the project or applicant, if any.
Not applicable.
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or
proposed for, national, state, or local preservation registers
known to be on or next to the site?
We are not aware of any.
b. Generally describe any landmarks or
evidence of historic, archaeological, scientific , or cultural
importance known to be on or next to the site.
We are not aware of any.
c. Proposed measures to reduce or control
impacts, if any.
None.
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.
Dump trucks transporting excavated soil from the site and
imported fill to the site would enter the lumber mill through the
main gate on Lake Washington Blvd. North, at the south end of
the property. Interstate Highway 405 (1-405) has an interchange
onto Lake Washington Blvd. North, located less than one-half
mile northeast of the main gate. Trucks serving this project
would most likely use this route to and from the site.
b. Is site currently served by public transit? If
not, what is the approximate distance to the nearest transit
stop?
Not applicable.
c. How many parking spaces would the
completed project have? How many would the project
eliminate?
Not applicable.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
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).
None anticipated.
e. Will the project use (or occur in the
immediate vicinity of) water, rail, or air transportation? If
so, generally describe.
Railroad sidings exist at the lumber mill, so transport of
excavated soil from the site by rail is potentially an option. This
will be further evaluated during detailed design of the
remediation project. No transport by water or air is anticipated.
f. How many vehicular trips per day would be
generated by the completed project? If known, indicate
when peak volumes would occur.
Not applicable to the completed project. However, an estimated
21,500 cubic yards (in-place) of excavated soils must be
transported off-site during construction, and an equal volume of
clean soil imported to the site. Assuming separate trips for
import and export, this amounts to 4,300 dump truck loads of 10
cubic yards (in-place) each, or an average of 540 trips per week
over an 8-week period.
g. Proposed measures to reduce or control
transportation impacts, if any.
The construction contractor will be required to develop a
transportation plan. Efforts will be made to minimize truck trips
during peak traffic hours.
15. Public Services
a. Would the project result in an increased need
for public services (i.e., 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.
Not applicable.
16. Utilities
the site:
ectricit natural as, water, refuse service, telephone
sanitary sewer, sep is system er.
TO BE COMPLETED BY APPLICANT EVALUATION
FOR AGENCY USE ONLY
b. Describe the utilities that are proposed for the
project, the utility providing the service, and the general
construction activities on the site or in the immediate
vicinity which might be needed.
Existing subsurface utilities within the proposed soil excavation
area will be properly abandoned and either 1) rerouted around
the area prior to beginning excavation or 2) reinstalled in their
existing location following excavation. These utilities include a
natural gas line, a sanitary force main, and storm sewer catch
basins and culverts.
C. SIGNATURE
The above answers are true and complete to the best
of my knowledge. I understand that the lead agency is
relying on them to make its decision.
Signature: 6-74.04: i--
Name Printed: COV l kit ` '6t VI Lexv---
Date Submitted: 2'I ) 2O02-
y
F:\Docs\Jobs\494620\Environmental Checklist.doc
•
CITY OF RENTON PERMIT APPLICATION MATERIALS
[NOTE: Twelve (12) copies of this document are provided.]
Name of Proposed Project: Barbee Mill Soil Remediation
Applicant: Barbee Mill Co.
4101 Lake Washington Blvd. North, Renton, WA, 98057
(425) 226-3900
Contact Person: Carl Einberger
Hart Crowser, Inc.
1910 Fairview Ave. East, Seattle, WA, 98102
(206) 324-9530
Date Appl. Matls. Prepared: May 24, 2002
A. Shoreline Substantial Development Permit Application Materials
1. Land Use Permit Master Application
- Original plus eleven (11) copies of the Master Application (including the form "Waiver of
Submittal Requirements for Land Use Applications" and the legal description of the property)
are enclosed as Appendix A.
- Five (5) copies of Title Report, which includes recorded documents referenced in the legal
description of the property, are enclosed as Appendix B.
2. Environmental Checklist DEVELOPMENT PLANNING
CITY OF RENTON
-Twelve (12) copies are enclosed as Appendix C.
3. Mailing Labels C
-Two (2) sets are enclosed as Appendix D. RECEIVED
4. List of Surrounding Property Owners
-Two (2) copies of a signed and notarized City of Renton Development Services Division "List
of Surrounding Property Owners" form are enclosed as Appendix E.
5. Fees
A check is enclosed.
6. Preapplication Meeting Summary
- Five (5) copies are enclosed as Appendix F.
Page 1
7. Project Narrative
Project Name: Barbee Mill Soil Remediation Project
Address: 4101 Lake Washington Blvd. North, Renton
Zoning: COR2 (Center Office Residential 2)
Elevated arsenic concentrations have been identified in soils beneath the pavement in a portion
of this 20-acre industrial site. Excavation and off-site disposal of soils containing arsenic above
the Model Toxics Control Act (MICA) Method A cleanup level of 20 mg/kg is proposed. The
excavation is expected to cover approximately 1.8 acres, and have a maximum depth of 15 feet.
The soils consist of gravelly to fine sand with discontinuous peat and silt lenses. Total in-place
volume of soils to be excavated is estimated at 21,500 cubic yards. A 1-story metal building
(approx. 8,000 square feet) will need to be demolished to access the soils. Stockpiling/
dewatering of excavated soils will take place on site in a paved area prior to transport and
disposal off site. Water generated from excavation and soil dewatering operations will be
treated and discharged to sanitary sewer under the approval of King County. Following
excavation, clean fill will be backfilled to restore original grade, and the excavation area will be
repaved.
May Creek flows through the south and southeastern portions of the site. It is located
approximately 110 feet southeast of the soil excavation area and 100 feet southeast of the
proposed soil handling/stockpile area at its closest points. Lake Washington borders the site to
the west. It is located approximately 400 feet west of the soil excavation area and 100 feet
west of the proposed soil handling/stockpile area.
This remediation project is currently at the conceptual design stage. A bid package, including
detailed plans and specifications, will be prepared for competitive bidding by licensed
construction contractors. The successful bidder will prepare detailed work plans for performing
the work.
8. Construction Mitigation Description
A construction duration of approximately two (2) months is estimated. Construction will likely
occur in late summer, but the year of implementation will be determined at a later date. It is
anticipated that construction activities will take place during normal working hours (e.g.,
Monday through Friday, 7 am to 4 pm).
Dump trucks transporting excavated soil from the site and imported fill to the site would enter
the lumber mill through the main gate on Lake Washington Blvd. North, at the south end of the
property. Interstate Highway 405 (1-405) has an interchange onto Lake Washington Blvd. North,
located less than one-half mile northeast of the main gate. Trucks serving this project would
most likely use this route to and from the site. Railroad sidings exist at the lumber mill, so
transport of excavated soil from the site by rail is potentially an option. This will be further
evaluated during detailed design of the remediation project.
Page 2
The construction contractor will be required to develop a transportation plan that addresses
minimization of traffic and transportation impacts. Efforts will be made to minimize truck trips
during peak traffic hours.
The construction contractor will also be required to develop an environmental control plan that
addresses minimization of dust, mud, noise, run-on/run-off, and other potential environmental
impacts. A decontamination/wheel wash facility will be provided on-site to clean vehicles
before they leave the site.
9. Neighborhood Detail Map
-Twelve (12) copies are enclosed as Appendix G.
10. Site Plan
- Eleven (11) copies of a site plan consisting of three (3) full-size plan sheets are enclosed as
Appendix H.
11. Architectural Elevations [WAIVED]
12. Grading Elevations [WAIVED]
Existing site topography (1-foot elevation contours) is shown on the site plan. The soil
excavation area will be backfilled to grade with clean imported fill. No changes to existing
topography are anticipated. The source of the imported fill material and the landfill used to
dispose of the excavated material will be selected by the construction contractor.
13. Utility Plan, Generalized [WAIVED]
Existing utilities in the vicinity of the soil excavation area are shown on Sheet 2 of the site plan.
Subsurface utilities within the excavation area will be properly abandoned and either 1)
rerouted around the area prior to beginning excavation or 2) reinstalled in their existing location
following excavation. These utilities include a natural gas line, a sanitary force main, and storm
sewer catch basins and culverts.
14. Drainage Control Plan [WAIVED]
Run-on to and run-off from the construction areas will be controlled using berms and/or other
means. (Note: If not intercepted, water runoff from the construction areas would flow to Lake
Washington; site topography precludes drainage to May Creek.) Storm water collecting at low
points within the construction areas will be pumped to storage tank(s), treated, and discharged
to sanitary sewer. Additional water will be generated via excavation dewatering and soil
dewatering in the soil handling/stockpile area. It is anticipated that this water will be handled in
the same manner as storm water.
The details of the drainage control plan will be further developed during detailed remediation
design and preparation of work plans by the construction contractor. The drainage control plan
Page 3
will comply with the requirements of Renton Municipal Code, Section 4-6-030 and the King
County Surface Water Management Design Manual.
15. Drainage Report [WAIVED]
16. Geotechnical Report [WAIVED]
Geotechnical issues, including excavation dewatering, excavation adjacent to existing structures,
and specification of imported fill material, will be addressed during detailed remediation design
and preparation of work plans by the construction contractor.
17. Fill Source Statement
Not needed because project is not located within an Aquifer Protection Area.
18. Flood Plain Map [WAIVED]
19. Wetlands Delineation Map and Wetlands Classification Study [WAIVED]
20. Landscaping Plan, Conceptual [MODIFIED- Identify restoration proposed]
The project area within this industrial site is nearly all paved. Current plans are to repave the
entire excavation area following backfilling.
21. Floor Plans [WAIVED]
22. Tree Cutting/Land Clearing Plan [MODIFIED- Identify any vegetation to be removed]
No significant vegetation will be removed or altered.
23. Traffic Study [WAIVED]
24. Screening Detail, Refuse/Recycling [WAIVED]
25. Plan Reductions
-One original PMT reduction plus one photocopy (both 8-1/2" x 11") of Site Plan (3 sheets) and
Neighborhood Detail Map are enclosed as Appendix I.
26. Colored Display Maps
-Colored Site Plan (3 sheets) and Neighborhood Detail Map are enclosed as Appendix J.
27. Conditional Use/Variance Requirements [NOT APPLICABLE]
Page 4
B. Grade and Fill Permit Application Materials
(Requirements in Addition to Those Covered by the Shoreline Permit Application)
3. Title Report
- Five (5) copies of current Title Report are enclosed as Appendix B.
11. Grading Plans, Detailed [WAIVED]
Existing site topography (1-foot elevation contours) is shown on the site plan. The soil
excavation area will be backfilled to grade with clean imported fill. No changes to existing
topography are anticipated. The source of the imported fill material and the landfill used to
dispose of the excavated material will be selected by the construction contractor.
19. Rehabilitation Plan [MODIFIED - Provide narrative discussion]
Existing site topography (1-foot elevation contours) is shown on the site plan. The soil
excavation area will be backfilled to grade with clean imported fill and repaved. No changes to
existing topography are anticipated.
C. Environmental Review for Project Actions
(There are no requirements for the ENVIRONMENTAL REVIEW FOR PROJECT ACTIONS
beyond those listed above for the shoreline permit application.)
Page 5
_Trs
ECIEHE
NOV 20O1 Li
MEMORANDUM TY OF RENTON
FIR DEPARTMEENT
DATE: II I(( —
TO: Construction Services, Fire Prevition, Plan Review, EDNSP,
Project Planner
FROM: Neil Watts, Development Services Division Director
SUBJECT: New Preliminary Application: o-cbc., J1111 S 0-Le i+o ttri
LOCATION: /-//OI WA-ahu r� n,rt f3( ve4.
PREAPP NO. KEN —1 17
A meeting with the applicant has been scheduled for 11 : L , Thursday,
0 - 13 , in one of the 6th floor conference rooms (new City
Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED
PRIOR TO 11:00 AM to allow time_to prepare for the 11:00 AM meeting.
Please review the attached project plans prior to the scheduled meeting with the
applicant. You will not need to do a thorough "permit level" review at this time. Note
only major issues that must be resolved prior to formal land use and/or building permit
application submittal. }} 1
Please submit your written comments to ____ at least two (2) days
before the meeting. Thank you. ,p -
ei )�1,� e ' D o
�/ EVELOPMENT PLANNING
PITY n�"WI-ON
c\- NOV 1 . 7731
REC, s D
•
H:\Division.s\Develop.ser\Dev&Planing\Template\Preapp2 ;;; ;
Revised 9/00
CITY OF RENTON MEMO
PUBLIC WORKS
To: Lesley Nishihira
From: Juliana Sitthidet
Date: November 29, 2001
Subject: PreApplication Review Comments PREAPP No. 01-118
Barbee Mill Soil Remediation Project
NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT:
The following comments on development and permitting issues are based on the pre-application
submittals made to the City of Renton by the applicant. The applicant is cautioned that information
contained in this summary may be subject to modification and/or concurrence by official decision
makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council).
Review comments may also need to be revised based on site planning and other design changes
required by the City or made by the applicant.
I have reviewed the preliminary application for this site, located at 4101 Lake Washington Blvd
North.
WATER
1. The proposed project is located outside the Aquifer Protection Area.
SANITARY SEWER
1. There is a 1-1/2" sewer pipe along the proposed soil remediation area. This pipe connects a
sewer lift station (from the site) to a 12" sewer main in Lake Washington Blvd N.
Relocation of the pipe should be completed prior to beginning of excavation.
2. The extracted groundwater shall discharge to the sewer. The City of Renton will be the
permitting authority for the ground water discharge. A plan will need to be submitted to the
City for review and approval.
SURFACE WATER & EROSION CONTROL MEASURES
1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the
representative of the Development Services Division for the duration of the project.
2. The applicant shall install a silt fence along the down slope perimeter of the area that is to be
disturbed and around the staging area. The silt fence shall be in place before excavation is
initiated, and shall be constructed in conformance with the specifications presented in of the
King County Surface Water Design Manual. This will be required during the duration on the
soil remediation project.
3. Shallow drainage swales and/or berms shall be constructed to intercept surface water flow
and route the flow away from the excavation area to a stabilized discharge point. Vegetation
growth shall be established in the ditch by seeding or placing sod. Depending on site grades,
it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce
Barbee Mill Soil Remediation Project 11/29/01 Page 2
flow rates. The design and construction of drainage swales shall conform to the
specifications presented in KCSWDM. Temporary pipe systems can also be used to convey
storm water across the site. This will be required for the duration of the project.
4. The project contractor shall perform daily review and maintenance of all erosion and
sedimentation control measures at the site during the duration of the project.
5. Weekly reports on the status and condition of the erosion control plan with any
recommendations of change or revision to maintenance schedules or installation shall be
submitted by the project Engineer of record to the public works inspector. Certification of
the installation, maintenance and proper removal of the erosion control facilities shall be
required prior to final inspection approval.
CC: Kayren Kittrick
CITY OF RENTON
Planning/Building/Public Works
MEMORANDUM
DATE: December 13, 2001
TO: Pre-Application File No. 01-118
FROM: Lesley Nishihira, Senior Planner, x7270
SUBJECT: Barbee Mill Soil Remediation Project
General: We have completed a preliminary review of the pre-application for the above-referenced
development proposal. The following comments on development and permitting issues are based on
the pre-application submittals made to the City of Renton by the applicant and the codes in effect on
the date of review. The applicant is cautioned that information contained in this summary may be
subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning
Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may
also need to be revised based on site planning and other design changes required by City staff or
made by the applicant. The applicant is encouraged to review all applicable sections of the Renton
Municipal Code. The Development Regulations are available for purchase for $50.00, plus tax, from
the Finance Division on the first floor of City Hall.
Project Proposal: The subject property is addressed as 4101 Lake Washington Boulevard North and
is located on the north end of the City. The property is commonly referred to as the Barbee Mill site.
The property has been operated as a lumber mill for over 50 years and is presently utilized for limited
activities, including custom cut-line activities and infrequent processing of raw timber. The site is also
being considered for potential future redevelopment.
The remediation project would involve the excavation of approximately 21,500 cubic yards of arsenic
contaminated soils in the upland portions of the property. The impacted soils extend to a maximum
depth of 10 feet below the ground surface and were identified during prior subsurface investigations.
After the necessary dewatering, the excavated soils would be hauled off site to an approved landfill
disposal location via truck or rail siding. The extracted groundwater would be treated then discharged
to the sanitary sewer system under the approval of King County.
Site preparation activities, including the demolition of an existing structure, will be required prior to
excavation. The other existing buildings are anticipated to be maintained in their current locations with
the use of shoring and shallow internal excavation. In addition, utilities may require relocation outside
of the remediation area. Construction equipment, loading and soil stockpiling would take place in a
designated staging area to be located southwest of the excavation area within approximately 50 feet of
the Lake Washington shoreline and 80 feet of May Creek.
Clean fill materials would be placed in the excavated areas with the appropriate compaction after the
completion of the project. Subsequently, the site would be paved. The project would likely take place
during late summer to early fall and would be completed within a two month time period.
Zoning: The subject site is designated as Center Office Residential (COR) on the City of Renton
Zoning Map. The proposal does not involve the development of the property and is not subject to the
development standards or allowed uses established by the COR zone.
Sensitive Areas/Shoreline Designations: The site is located within the 200-foot shoreline boundary
of Lake Washington and May Creek and is, therefore, subject to the City's Shoreline Master Program.
The shoreline in this area is designated as an "urban"environment.
The urban shoreline designation allows for dredging or excavation activity near a shoreline area when
performed pursuant to a remedial action plan, approved under authority of the Model Toxics Control
Act, or pursuant to other authorization by the Department of Ecology (RMC section 4-3-090.L.6.vi) —all
Barbee Mill Soil Remediation Pre-Application Meeting
File No.01-118
December 13,2001
Page 2 of 2
of which the proposal includes. Approval of a Shoreline Substantial Development Permit will be
required for the proposed activities.
The project application will need to clearly identify measures for erosion control and prevention of
surface water runoff from the stockpiled soils to the adjacent lake and creek.
Excavation Activities: Due to the amount of estimated excavated materials (21,500 cubic yards), the
project will require a Special Fill and Grade Permit as established by RMC section 4-9-070. The
Hearing Examiner has the review authority for the permit and will evaluate the proposal's impacts to
the surrounding area, including noise and dust. In addition to surface drainage issues, the permit
review will also address screening and landscaping of the remediated area after project completion.
Permit Requirements: The proposal would require Environmental (SEPA) Review, a Special Fill and
Grade Permit, and a Shoreline-Substantial Development Permit. The permits would be reviewed
concurrently and would require a public hearing before the Hearing Examiner. The review process,
including comment and appeal periods, would be completed within an estimated timeframe of 8 to 12
weeks once a complete application is accepted. (Please note, this timeframe is contingent upon the
availability of hearing dates on the Hearing Examiner's schedule.) The application fee would be
$3,000.00, plus $0.34 per mailing label required for notification to all property owners within 300 feet of
the site. Please review the application packet provided for detailed information regarding the
necessary submittal requirements.
After the City issues a decision, the shoreline permit must be forwarded to the Department of Ecology
(DOE) for final approval. This requires an additional 21 days after the completion of the Citys appeal
period to allow the state to review the permit and make comments, if necessary. Once DOE's review
is completed, excavation activities may begin.
In addition to the required land use permits, a separate grading license, utility, and demolition permits
would be required. The review of these permits may occur concurrently with the review of the land use
permits, but cannot be issued prior to the completion of any required appeal periods. In addition, if the
building to be removed exceeds 4,000 square feet in size, the demolition activity must be disclosed in
the SEPA review for the project and permits could not be issued until the land use review has been
completed.
cc: Jennifer Henning
Pre01-118\
CONSENT TO ACTION OF BOARD OF DIRECTORS
IN LIEU OF SPECIAL MEETING OF DIRECTORS
OF
BARBEE FOREST PRODUCTS, INC.
The undersigned, being all of the directors of BARBEE FOREST PRODUCTS, INC., a
Washington corporation (the "Corporation"), acting pursuant to RCW 23B.08.210 without the
necessity of a formal meeting, hereby waive all notices, statutory or otherwise, hereby adopt the
following resolutions, and hereby consent to the taking of the actions herein set forth:
RESOLVED, that Robert Cugini is hereby authorized and directed,
on behalf of the Corporation, to execute and deliver any documents
he determines are necessary or advisable to obtain from the City of
Renton or any other applicable authority any permits or approvals
with respect to the property located at 4101 Lake Washington
Boulevard North, Renton, Washington 98056 (King County
Assessor's Parcel No. 322405-9034).
FURTHER RESOLVED, that the officers of the Corporation are
hereby authorized and directed to take any actions they deem
necessary or advisable to carry out the purpose of the foregoing
resolution.
Dated effective as of May 22, 2002.
DIRECTORS:
Al Cugini, J
Robe ex Cugini
/ • - /),/://
Cathy Cugini 'Neill
DEVE'.C.P ;ENT
CITY OF F'E!A:i
C:\WINDOWS\Temporary Internet Files\OLKDIA2\00022con.doc 1
LEGAL DESCRIPTION OF PROPERTY
BARBEE FOREST PRODUCTS, INC.
ALL THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF
SECOND CLASS SHORELANDS ADJOINING LYING WESTERLY OF NORTHERN
PACIFIC RAILROAD RIGHT-OF-WAY:
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF
THE WESTERLY PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TITLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION,
FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT
NO. 325438-5, DATED JUNE 25, 1998. THE EASEMENTS SHOWN OR NOTED
HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT
SHOWN OR NOTED HEREON.
EASEMENTS/RESTRICTIONS:
8. PRIVATE ACCESS TO SAID PREMISES IS ACROSS A RAILROAD RIGHT-
OF-WAY. THIS COMPANY WILL REQUIRE THAT THE "PRIVATE ROADWAY
AND CROSSING AGREEMENT', AND ANY ASSIGNMENTS OR
MODIFICATIONS THEREOF WHICH WERE ISSUED BY THE RAILROAD
COMPANY, BE SUBMITTED FOR EXAMINATION. THE COVERAGE THEN
AFFORDED UNDER ANY POLICIES ISSUED, RELATIVE TO ACCESS TO
SAID PREMISES, WILL BE LIMITED BY THE RESTRICTIONS,
CONDITIONS AND PROVISIONS AS CONTAINED THEREIN. IF NO
"AGREEMENT' EXISTS THE FORTHCOMING POLICY(S) WILL CONTAIN
THE FOLLOWING SPECIAL EXCEPTION:
A. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND
ACROSS A RAILROAD RIGHT-OF-WAY.
7. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE
FROM THE STATE OF WASHINGTON OR PORT OF SEATTLE FOR ANY
IMPROVEMENTS SUCH AS WHARVES, DOCKS, PIERS, SUPS OR OTHER
MARINE APPURTENANCES WHICH EXTEND INTO LAKE WASHINGTON
BEYOND THE PRIVATELY OWNED SECOND CLASS SHORELANDS. A COPY
OF SAID HARBOUR LEASE AND ASSIGNMENTS THERETO SHOULD BE
SUBMITTED IF APPLICABLE.
8. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR
EXCEPTIONS CONTAINED IN INSTRUMENT:
RECORDED: JUNE 13, 1908
RECORDING NO.: 266025
AS FOLLOWS: GRANTOR RESERVES ONE PRIVATE ROAD CROSSING
OVER RAILROAD RIGHT-OF-WAY.
THE EXACT LOCATION OF SAID CROSSING IN GOVERNMENT LOT 1 DOES
NOT APPEAR OF RECORD.
9. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT:
RECORDED: DECEMBER 19, 1972
RECORDING NO.: 7212190390
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
WITH NECESSARY APPURTENANCES
AFFECTS: OVER THE EASTERLY 10 FEET, MEASURED
PERPENDICULARLY TO THE EASTERLY LINE THEREOF
OF THE NORTHERLY 230 FEET, MEASURED ALONG THE
EASTERLY LINE OF THE PROPERTY HEREIN
DESCRIBED.
10. TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN
A ROADWAY AND UTILITIES EASEMENT SERVING SAID PREMISES, AS
CONTAINED IN DOCUMENT:
RECORDED: FEBRUARY 15, 1996
RECORDING NO.: 9602150689
12. RIGHT OF THE STATE OF WASHINGTON,' IN AND TO THAT PORTION, IF
ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH MAY UE BELOW
THE UNE OF ORDINARY HIGH WATER OF LAKE WASHINGTON.
13. RIGHT OF THE GENERAL PUBUC TO THE UNRESTRICTED USE OF ALL
THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE
PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY
PURPOSES, INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING,
BATHING, SWIMMING, WATER SKIING AND OTHER RELATED
RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE
TIDELANDS, SHORELANDS, OR ADJOINING UPLANDS AND WHETHER THE
LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY
TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED
BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE
PREMISES SUBJECT TO SUCH SUBMERGENCE).
>1 r h /
•
\... 1"
: V///ice
First American Title Insurance Company
2101 FOURTH AVENUE, SUITE 712, SEATTLE, WA 98121
NATIONAL/COMMERCIAL DIVISION TITLE UNIT - C3
FAX NO. (206) 615-3000
OF��lO
ti A RICHARD BOOTH
(.0n'Opp/ COMMERCIAL
SI LEgOFFICER
ON
6
tte x SECOND AMENDED
<m� �VZ
SUBDIVISION GUARANTEE
ORDER NO. 814728-C3
LIABILITY: $1,000.00 FEE: 200.00 TAX: $17.20
FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, HEREIN
CALLED THE COMPANY, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET
FORTH BELOW AND IN SCHEDULE A
GUARANTEES
HEREIN CALLED THE ASSURED, AGAINST ACTUAL LOSS NOT EXCEEDING THE LIABILITY
AMOUNT STATED ABOVE WHICH THE ASSURED SHALL SUSTAIN BY REASON OF ANY
INCORRECTNESS IN THE ASSURANCES SET FORTH IN SCHEDULE A.
LIABILITY EXCLUSIONS AND LIMITATIONS
1. NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE
VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN HEREIN.
2. THE COMPANY'S LIABILITY HEREUNDER SHALL BE LIMITED TO THE AMOUNT OF
ACTUAL LOSS SUSTAINED BY THE ASSURED BECAUSE OF RELIANCE UPON THE
ASSURANCE HEREIN SET FORTH, BUT IN NO EVENT SHALL THE COMPANY'S
LIABILITY EXCEED THE LIABILITY AMOUNT SET FORTH ABOVE.
3. THIS GUARANTEE IS RESTRICTED TO THE USE OF THE ASSURED FOR THE PURPOSE OF
PROVIDING TITLE EVIDENCE AS MAY BE REQUIRED WHEN SUBDIVIDING LAND
PURSUANT TO THE PROVISIONS OF CHAPTER 58.17, R.C.W., AND THE LOCAL
REGULATIONS AND ORDINANCES ADOPTED PURSUANT TO SAID STATUTE. IT IS NOT TO
BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID
PROPERTY.
Page 1
SUBDIVISION GUARANI
ORDER NO. 814728-C3
SCHEDULE A
THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE:
A. TITLE IS VESTED IN:
BARBEE FOREST PRODUCTS, INC., A WASHINGTON CORPORATION, AS TO THE LAND
HEREIN; AND BARBEE MILL CO., INC., A WASHINGTON CORPORATION, AS TO THE
IMPROVEMENTS THEREON
B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE
FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED
AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID
REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW
UNDER RECORD MATTERS.
THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE:
1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF.
2. WATER RIGHTS, CLAIMS OR TITLE TO WATER.
3. TAX DEEDS TO THE STATE OF WASHINGTON.
4. DOCUMENTS PERTAINING TO MINERAL ESTATES.
DESCRIPTION:
ALL THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON AND OF SECOND CLASS SHORELANDS ADJOINING LYING
WESTERLY OF NORTHERN PACIFIC RAILROAD RIGHT OF WAY;
EXCEPT THAT PORTION, IF ANY, OF SAID SHORELANDS LYING NORTH OF THE WESTERLY
PRODUCTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1.
RECORD MATTERS:
1. DELETED
2. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR
CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES
OF KING COUNTY WATER DISTRICT NO. 107 AS DISCLOSED BY INSTRUMENT RECORDED
APRIL 1, 1981 UNDER RECORDING NO. 8104010618.
3. THE LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND ACROSS A RAILROAD RIGHT
OF WAY; ALSO RESTRICTIONS, CONDITIONS AND PROVISIONS OF ANY ISSUED "PRIVATE
ROADWAY AND CROSSING AGREEMENT."
4. SUBJECT TO THE TERMS OF ANY UNRECORDED HARBOUR AREA LEASE FROM THE STATE
OF WASHINGTON OR PORT OF SEATTLE FOR ANY IMPROVEMENTS SUCH AS WHARVES,
DOCKS, PIERS, SLIPS OR OTHER MARINE APPURTENANCES WHICH EXTEND INTO LAKE
Page 2
ORDER NO. 814728-C3
WASHINGTON BEYOND THE PRIVATELY OWNED SECOND CLASS SHORELANDS.
5. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS
CONTAINED IN INSTRUMENT:
RECORDED: JUNE 13, 1908
RECORDING NO.: 266025
AS FOLLOWS:
GRANTOR RESERVES ONE PRIVATE ROAD CROSSING OVER RAILROAD RIGHT-OF-
WAY.
THE EXACT LOCATION OF SAID CROSSING IN GOVERNMENT LOT 1 DOES NOT APPEAR OF
RECORD.
6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDED: DECEMBER 19, 1972
RECORDING NO.: 7212190390
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER)
AFFECTS: OVER THE EASTERLY 10 FEET, MEASURED
PERPENDICULARLY TO THE EASTERLY LINE THEREOF OF
THE NORTHERLY 230 FEET, MEASURED ALONG THE
EASTERLY LINE OF THE PROPERTY HEREIN DESCRIBED
7. TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN A ROADWAY AND
UTILITIES EASEMENT SERVING SAID PREMISES, AS CONTAINED IN DOCUMENT:
RECORDED: FEBRUARY 15, 1996
RECORDING NO.(S): 9602150689
8. ANY QUESTION AS TO THE TRUE LOCATION OF THE LATERAL BOUNDARIES OF SAID
SECOND CLASS SHORELANDS.
9. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE
PROPERTY HEREIN DESCRIBED WHICH MAY LIE BELOW THE LINE OF ORDINARY HIGH
WATER OF LAKE WASHINGTON.
10. RIGHT OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A
NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION,
BUT ALSO FOR COROLLARY PURPOSES, INCLUDING (BUT NOT LIMITED TO) FISHING,
BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL
PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS, OR
ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED
NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS
FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE
PREMISES SUBJECT TO SUCH SUBMERGENCE).
11. UNRECORDED LEASEHOLDS AND RIGHTS OF TENANTS, IF ANY.
12. 100 YEAR FLOOD LINE (H.U.D.) ADJACENT TO MAY CREEK AS DELINEATED ON KING
COUNTY ASSESSOR'S MAPS.
13. PRIVATE RAILROAD SPURS ACROSS THE PROPERTY HEREIN DESCRIBED AS DELINEATED
ON KING COUNTY ASSESSOR'S MAPS.
Page 3
ORDER NO. 814728-C3
14. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE
SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST.
YEAR: 2002
AMOUNT BILLED: $14,319.18
AMOUNT PAID: $0.00
AMOUNT DUE: $14,319.18, PLUS INTEREST AND PENALTY, IF DELINQUENT
TAX ACCOUNT NO.: 322405-9034-00
ASSESSED VALUE OF LAND: $196,200.00
ASSESSED VALUE OF IMPROVEMENT: $1,054,500.00
NOTE #1: GENERAL TAXES FOR THE YEAR 2001 WHICH HAVE BEEN
PAID.
AMOUNT: $115,939.16
TAX ACCOUNT NO.:
322405-9034-00
ASSESSED VALUE OF LAND:
$7,906,700.00
ASSESSED VALUE OF IMPROVEMENT:
$1,775,400.00
ANY SKETCH ATTACHED HERETO IS DONE SO AS A COURTESY ONLY AND IS NOT PART
OF ANY TITLE COMMITMENT OR POLICY. IT IS FURNISHED SOLELY FOR THE PURPOSE OF
ASSISTING IN LOCATING THE PREMISES AND FIRST AMERICAN EXPRESSLY DISCLAIMS
ANY LIABILITY WHICH MAY RESULT FROM RELIANCE MADE UPON IT.
DATED:
MARCH 19, 2002 AT 8:00 A.M.
TITLE OFFICER
PS/EJH
Page 4
KING COUNTY WATER DISTRICT NO. 1'1tP iO4.`i.1 j ef06 l P
KING COUNTY, WASHINGTON F'EGD 11.00
OD NOTICE OF ADDITIONAL TAP OR CONNECTION CHARGED,
.,0
CD Notice is herewith given that King County Water
:District
CD
No. 107, King County, Washington, has, on March 25, 1981,
Nr
0 under Resolution No. 51 1 , determined that a tap or connection
OD charge, to be determined prior to construction of n4(w water
facilities, will be assessed against the real estateldescribed
on Exhibit "A" hereto attached.
t
DATED this /4. 5 day of March, 1981 .
BOARD OF COMMISSIONERS
KING COU Y WATER DISTRICT NO. 107
By: , c/ . ' ---
Henr F. McCullough, IPresident
STATE OF WASHINGTON)
:ss
COUNTY OF KING )
On this day personall appeared1
y before me, a duly t
commissioned Notary Public in and for the State of Washington, f
HENRY F. McCULLOUGH, to me known to be the President of the
Board of Commissioners of King County Water District ',No. 107
and, being duly authorized, acknowledged to me that he signed
the foregoing document as his free and voluntary act and deed
for the uses and purposes therein mentioned.
/
GIVEN under my hand and seal this � /
)� day y of fJ
1981.
2 /2 ,.° '::::'''
NOTARY PUBLIC in �n r the 'Statg •-- ;, -
of Washington, residing at Seattle.
•
i ,.
9 ---11,11.44471Z__
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KING ITY WATER DISTRICT NO.107
LEGAL DESCRIPTION
440 GRADIENT SERVICE AREA
co
PORTIONS OF SECTIONS 9, 16, 17, 20, 21 , 27, 28, 29, 32, 33 AND 34, ALL
O IN TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. AND PORTIONS OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ALL IN KING COUNTY, WASHINGTON
0
DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF PRIMARY STATE HIGHWAY
NO.2 AND THE CENTERLINE OF SECONDARY STATE HIGHWAY NO.2A IN THE SOUTHWEST
QUARTER OF SECTION 9, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. ; THENCE
SOUTHERLY ALONG THE CENTERLINE OF SECONDARY STATE HIGHWAY NO.2A TO THE
INTERSECTION WITH THE NORTH LINE OF THE SOUTH HALF OF THE NORTHWEST
QUARTER OF SECTION 16, TOWNSHIP 25 NORTH, RANGE 5 EAST, W.M. ; THENCE
EAST ALONG SAID NORTH LINE TO THE EAST LINE OF SAID NORTHWEST QUARTER;
THENCE SOUTH ALONG SAID EAST LINE AND ALONG THE WEST LINE OF THE SOUTHEAST
QUARTER OF SAID SECTION 16 TO THE INTERSECTION WITH THE CENTERLINE OF
COAL CREEK PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE TO THE
CENTERLINE INTERSECTION WITH S.E. NEWPORT WAY; THENCE NORTHERLY ALONG THE
CENTERLINE OF S.E. NEWPORT WAY TO STATION P.T. 79+66.85 ON THE NEWPORT-
ISSAQUAH ROAD NO.941 ; THENCE NORTHWESTERLY TO THE WESTERLY MARGIN OF
SAID S.E. NEWPORT WAY; THENCE NORTHERLY ALONG SAID MARGIN TO A POINT
WHICH LIES SOUTH 22°29'23" WEST 544.58 FEET FROM THE NORTH LINE OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 16; THENCE
NORTH 81°57' WEST 115.59 FEET; THENCE NORTH 22°29'23" EAST, PARALLEL
WITH THE WESTERLY MARGIN OF SAID S.E. NEWPORT WAY TO THE NORTH LINE OF
THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 16;
THENCE EAST ALONG SAID NORTH LINE TO THE EAST LINE OF SAID SECTION 16;
THENCE SOUTHERLY ALONG SAID EAST LINE AND ALONG THE EAST LINE OF
SECTIONS 21 AND 28 IN TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. TO THE
CENTERLINE OF COAL CREEK PARKWAY S.F. ; THENCE NORTHWESTERLY ALONG
SAID CENTERLINE TO THE CENTERLINE INTERSECTION WITH S.E. 60TH STREET;
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King County Water Di ct No.107
Legal Description
440 Gradient Service Area
00 Page Two
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THENCE WESTERLY ALONG THE CENTERLINE OF S.E. 60TH STREET TO THE
CENTERLINE OF THE PUGET SOUND POWER AND LIGHT COMPANY TRANSMISSION
LINE (BEVERLY-RENTON) EASEMENT; THENCE NORTHEASTERLY ALONG SAID
CENTERLINE TO THE EASTERLY CORNER OF LOT 7, BLOCK 2 OF NEWPORT HILLS
NO.9 AS RECORDED IN VOLUME 69 OF PLATS, PAGE 17, RECORDS OF KING '
COUNTY, WASHINGTON; THENCE NORTHER ALONG THE EAST LINE OF SAID BLOCK
2, TO THE NORTHEAST CORNER THEREOF; THENCE WEST ALONG THE NORTH LINE
OF SAID BLOCK 2 TO THE EAST LINE OF NEWPORT HILLS NO.5 AS RECORDED IN
VOLUME 66 OF PLATS, PAGE 90, RECORDS OF SAID COUNTY; THENCE NORTHOLY
ALONG SAID EAST LINE TO THE NORTHEAST CORNER THEREOF; THENCE WEST ALONG
THE NORTH LINE OF SAID NEWPORT HILLS NO.5 TO THE SOUTHEAST CORNER OF
BLOCK 4, NEWPORT HILLS NO.13 AS RECORDED IN VOLUME 73 OF PLATS, PAGES
53 AND 54, RECORDS OF SAID COUNTY; THENCE NORTH ALONG THE EAST LINE OF 5
SAID BLOCK 4 TO THE NORTHEAST CORNER THEREOF; THENCE WEST ALONG THE
NORTH LINE OF SAID BLOCK 4, AND ALONG THE WESTERLY EXTENSION THEREOF
TO THE SURVEY LINE OF THE MERCER ISLAND PIPE LINE RIGHT-OF-WAY
(128TH AVENUE S.E.);
THENCE SOUTHERLY ALONG SAID SURVEY LINE TO THE CENTERLINE OF 127TH
PLACE S.E. ; THENCE NORTHWESTERLY ALONG SAID CENTERLINE TO THE EASTERLY
EXTENSION OF THE SOUTH LINE OF LOT 13, BLOCK 3 OF SAID NEWPORT HILLS
NO.13; THENCE WESTERLY ALONG SAID SOUTH LINE TO THE SOUTHEAST CORNER
OF LOT 28 IN SAID BLOCK 3; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOT 28 AND ALONG THE NORTHWESTERLY EXTENSION THEREOF TO
THE CENTERLINE OF 126TH AVENUE S.E. ; THENCE NORTHERLY ALONG SAID
CENTERLINE TO THE EASTERLY EXTENSION OF THE SOUTHERLY LINE OF LOT 5,
BLOCK 1 , OF SAID NEWPORT HILLS NO.13; THENCE WESTERLY ALONG SAID
EASTERLY EXTENSION AND ALONG THE SOUTH LINE THEREOF TO THE SOUTHWEST
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King County Water Dis t No.107
Legal Description
co 440 Gradient Service Area
Page Three
O
CD
L]
a) CORNER OF SAID LOT 5; THENCE SOUTHWESTERLY AND WESTERLY ALONG THE
SOUTHEASTERLY AND SOUTHERLY LINES OF LOTS 22, 23, 24 IN SAID BLOCK 1 ,
AND WESTERLY ALONG THE WESTERLY EXTENSION OF THE SOUTH LINE OF SAID
LOT 24 TO THE CENTERLINE OF 125TH AVENUE S.E. ; THENCE SOUTH ALONG SSAID
CENTERLINE TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 14 0�
NEWPORT HILLS NO.19 AS RECORCED IN VOLUME 77 OF PLATS, PAGE 68, RECORDS
OF SAID COUNTY; THENCE WESTERLY ALONG SAID EASTERLY EXTENSION AND #LONG
THE SOUTH LINE OF SAID LOT 14 TO THE WEST LINE OF THE NORTHEAST QUARTER
OF SECTION 21 , TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. ; THENCE SOUTH
ALONG SAID WEST LINE AND ALONG THE EAST LINE OF THE SOUTHWEST QUARTER
OF SAID SECTION 21 TO A POINT ON A LINE PARALLEL WITH AND 150 FEET NORTH
OF (MEASURED AT RIGHT ANGLES TO) THE CENTERLINE OF S.E. 60TH STREET;
THENCE WEST ON SAID PARALLEL LINE TO THE NORTHERLY EXTENSION OF THE
CENTERLINE OF 123RD AVENUE S.E. ;
THENCE SOUTHERLY ALONG SAID NORTHERLY EXTENSION AND ALONG SAID CENTERLINE
TO THE EASTERLY EXTENSION OF THE NORTH LINE OF BLOCK 4 OF NEWPORT HILLS
NO.10 AS RECORDED IN VOLUME 70 OF PLATS, PAGE 4, RECORDS OF SAID COUNTY;
THENCE WEST ALONG SAID EASTERLY EXTENSION AND ALONG THE NORTH LINE OF
SAID BLOCK 4 TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH ALONG THE
WEST LINE OF SAID BLOCK 4 TO THE NORTH LINE OF BLOCK 1 , NEWPORT HILLS
NO.15 AS RECORDED IN VOLUME 72 OF PLATS, PAGE 94, RECORDS OF SAID
COUNTY; THENCE WESTERLY ALONG SAID NORTH LINE TO THE NORTHWEST CORNER
OF SAID BLOCK 1 ; THENCE SOUTHERLY ALONG THE WEST LINE OF BLOCK 1 AND
SOUTHERLY ALONG THE WEST LINE OF BLOCK 2 OF NEWPORT HILLS NO.17, AS
RECORDED IN VOLUME 77 OF PLATS, PAGE 66, RECORDS OF SAID COUNTY, AND
ALONG THE SOUTHERLY EXTENSION THEREOF TO THE CENTERLINE OF S.E. 60TH
STREET; THENCE WESTERLY ALONG SAID CENTERLINE TO THE EAST LINE OF THE
-3-
King County Water rict No.107
Legal Description
440 Gradient Service Area
oo Page Four
O_
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O WEST 742.13 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
OD SECTION 28, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. (ALSO KNOWN AS THE
EAST LINE OF TAX LOT 46 OF SAID SUBDIVISION); THENCE SOUTH ALONG SAID
EAST LINE TO THE NORTH LINE OF THE SOUTH 504.02 FEET OF SAID SUBDIVISION;
THENCE WEST ALONG SAID NORTH LINE TO THE EAST LINE OF THE WEST 300 FEET
OF SAID SECTION 28; THENCE SOUTH ALONG SAID EAST LINE TO THE SOUTH LINE
OF SAID SECTION 28; THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHERLY
EXTENSION OF THE WEST LINE OF LOT 1 , BLOCK 5 OF C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO.8 AS RECORDED
IN VOLUME 16 OF PLATS, PAGE 67, RECORDS OF SAID COUNTY;
THENCE SOUTH ALONG SAID NORTHERLY EXTENSION AND ALONG THE WEST LINE OF
SAID LOT 1 , AND ALONG THE WEST LINE OF LOT 4 OF SAID BLOCK 5 TO THE
NORTHWEST CORNER OF LOTS 5 OF SAID BLOCK 5; THENCE EAST ALONG THE NORTH
LINE OF SAID LOT 5, AND ALONG THE EASTERLY EXTENSION THEREOF TO THE
CENTERLINE OF 120TH AVENUE Si. ; THENCE SOUTH ALONG SAID CENTERLINE TO
THE CENTERLINE OF S.E. 84TH STREET; THENCE EAST ALONG THE CENTERLINE
OF S.E. 84TH STREET TO THE NORTHERLY EXTENSION OF THE WEST LINE OF
LOT 1 , BLOCK 9 OF SAID C.D. HILLMAN'S PLAT; THENCE SOUTHERLY ALONG
SAID NORTHERLY EXTENSION AND ALONG THE WEST LINE OF SAID LOT 1 AND
ALONG THE WEST LINES OF LOTS 4, 5 AND 8 IN SAID BLOCK 9 TO THE
SOUTHWEST CORNER OF SAID LOT 8; THENCE EAST ALONG THE SOUTH LINE OF
SAID LOT 8, AND ALONG THE EASTERLY EXTENSION OF SAID SOUTH LINE TO
THE CENTERELINE OF 122ND AVENUE S.E. ; THENCE NORTH ALONG SAID CENTERLINE
TO THE CENTERLINE OF S.E . 84TH STREET; THENCE EAST ALONG THE CENTERLINE
OF S.E. 84TH STREET TO A LINE PARALLEL WITH AND 300 FEET EAST OF
(MEASURED AT RIGHT ANGLES TO) THE CENTERLINE OF 122ND AVENUE S.E. ;
THENCE SOUTH ALONG SAID PARALLEL LINE TO THE SOUTH LINE OF LOT 2,
-4-
King County Water Distri Io.107
Legal Description
440 Gradient Service Area
Page Five
�.G
CD
CD
O BLOCK 10 OF SAID C.D. HILLMAN'S PLAT; THENCE EAST ALONG THE SOUTH
cip LINE OF SAID LOT 2 AND ALONG THE NORTH LINE OF LOT 6, BLOCK 12 OF
SAID C.D. HILLMAN'S PLOT TO A POINT ON A LINE PARALLEL WITH AND
300 FEET NORTHEASTERLY OF (MEASURED AT RIGHT ANGLES TO) THE CENTERLINE
OF S.E. 89TH PLACE; THENCE SOUTHEASTERLY ALONG SAID PARALLEL LINE TO THE
SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. ;
THENCE SOUTH ALONG SAID CENTERLINE TO THE WESTERLY EXTENSION OF THE
NORTH LINE OF PCL 3 IN SHORT PLAT NO.877107 AS RECORDED UNDER KING
COUNTY AUDITOR'S FILE N0,7809110889;
THENCE EAST ALONG SAID WESTERLY EXTENSION AND ALONG THE NORTH LINE OF
SAID PCL 3 TO THE NORTHEAST CORNER THEREOF; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINES OF PCL 3 AND PCL 2 OF SAID SHORT PLAT TO THE
NORTHWEST CORNER OF PCL 1 IN SAID SHORT PLAT; THENCE NORTHEASTERLY
ALONG THE NORTHERLY LINE OF SAID PCL 1 AND ALONG THE NORTHERLY
EXTENSION THEREOF TO THE WESTERLY LINE OF THE RIGHT-OF-WAY OF THE
ABANDONED PACIFIC COAST RAILROAD IN THE SOUTHEAST QUARTER OF SAID
SECTION 33; THENCE SOUTHERLY ALONG SAID RIGHT-OF-WAY TO THE CENTERLINE
OF S.E. 89TH PLACE; THENCE NORTHEASTERLY ALONG SAID CENTERLINE TO THE
CENTERLINE OF THE MERCER ISLAND PIPE LINE RIGHT-OF-WAY IN SAID SECTION
33; THENCE SOUTHEASTERLY ALONG SAID PIPE LINE RIGHT-OF-WAY TO THE WEST
}
LINE OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.; THENCE
SOUTH ALONG SAID WEST LINE TO THE NORTH LINE OF THE SOUTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SAID SECTION 34; THENCE EAST ALONG THE
NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST 416 FEET
OF SAID SUBDIVISION; THENCE SOUTH ALONG SAID WEST LINE TO THE SOUTH
LINE OF THE NORTH 208 FEET OF SAID SUBDIVISION; THENCE EAST ALONG
I
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King County Water trict No.107
Legal Description
440 Gradient Service Area
Page Six
aD
O
O
CD SAID SOUTH LINE TO THE WEST LINE OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SAID SECTION 34; THENCE NORTH ALONG SAID WEST
LINE TO A POINT ON A LINE PARALLEL WITH AND 300 FEET NORTHEASTERLY
OF (MEASURED AT RIGHT ANGLES TO) THE CENTERLINE OF S.E. MAY VALLEY
ROAD; THENCE SOUTHEASTERLY ALONG SAID PARALLEL LINE TO THE EAST LINE
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID
SECTION 34; THENCE SOUTH ALONG SAID EAST LINE TO THE SOUTH LINE
OF SAID SECTION 34; THENCE WEST ALONG SAID SOUTH LINE TO THE EAST
LINE OF SHORT PLAT NO.677007 AS RECORDED UNDER KING COUNTY AUDITOR'S
FILE NO.7712090795; THENCE NORTH, WEST AND SOUTH ALONG THAT PORTION
OF LOT 1 IN SAID SHORT PLAT LYING WITHIN THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SAID SECTION 34 TO THE SOUTH LINE OF SAID SECTION
34; THENCE WEST ALONG SAID SOUTH LINE TO THE NORTHEAST CORNER OF THE
NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ;
THENCE SOUTH ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID {�
SECTION 3 TO THE SOUTH LINE OF THE NORTH 530 FEET OF SAID SUBDIVISION;
THENCE WEST ALONG SAID SOUTH LINE TO THE CENTERLINE OF 136TH AVENUE
S.E. ; THENCE NORTHWESTERLY ALONG SAID CENTERLINE TO THE CENTERLINE
OF COAL CREEK PARKWAY S.E. ; THENCE NORTHWESTERLY ALONG THE CENTERLINE
OF COAL CREEK PARKWAY S.E. TO THE NORTH LINE OF SAID SECTION 3; THENCE
WEST ALONG SAID NORTH LINE AND ALONG THE NORTH LINE OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. TO THE NORTHEAST CORNER OF THE
NORTHWEST QUARTER OF SAID SECTION 4; THENCE SOUTH ALONG THE EAST LINE
OF THE NORTHWEST QUARTER OF SAID SECTION 4 TO THE SOUTHEAST CORNER
PARADISE ESTATES NO.2 AS RECORDED IN VOLUME 102 OF PLATS, PAGE 31 ,
RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID
PLAT AND ALONG THE SOUTH LINE OF PARADISE ESTATES AS RECORDED IN
VOLUME 95 OF PLATS, PAGE 93, RECORDS OF SAID COUNTY TO THE SOUTHWEST
CORNER OF SAID PARADISE ESTATES; THENCE NORTH ALONG THE WEST LINE OF
op King County Water District No.107
Legal Description
440 Gradient Service Area
Page Seven
O
O
a)
SAID PLAT AND ALONG THE NORTHERLY EXTENSION THEREOF TO THE NORTHERLY
MARGIN OF S.E. 95TH WAY; THENCE EASTERLY ALONG SAID NORTHERLY MARGIN
TO THE EASTERLY LINE OF THE WESTERLY 122 FEET OF TRACT 387 OF C.D.
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO.6 AS RECORDED
IN VOLUME 11 OF PLATS, PAGE 84, RECORDS OF SAID COUNTY; THENCE NORTH
ALONG SAID EASTERLY LINE AND ALONG THE NORTHEASTERLY EXTENSION THEREOF
TO THE CENTERLINE OF GENSING AVENUE; THENCE EASTERLY ALONG SAID
CENTERLINE TO THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 33
TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. ; THENCE NORTH ALONG SAID EAST
LINE TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SAID SECTION 33; THENCE WEST ALONG SAID NORTH LINE TO THE
WEST LINE OF SHORT PLAT NO.978054 AS RECORDED UNDER KING COUNTY
AUDITOR'S FILE NO.8004280744;
THENCE SOUTH ALONG SAID WEST LINE TO THE NORTH LINE OF THE RIGHT-
OF-WAY OF THE ABANDONED PACIFIC COAST RAILROAD; THENCE WESTERLY
}
ALONG SAID RIGHT-OF-WAY TO THE WEST LINE OF SAID SECTION 33; THENCE j
NORTH ALONG SAID WEST LINE TO THE NORTH MARGIN OF S.E. 91ST STREET,
BEING THE SOUTHEAST CORNER OF THE BOUNDARY OF WATER DISTRICT NO.107
ACCORDING TO RESOLUTION NO.332; THENCE FOLLOWING THE BOUNDARY OF
WATER DISTRICT NO.107 IN A GENERAL NORTHWESTERLY DIRECTION THROUGH
SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. TO THE SOUTHEAST
CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID
SECTION 32; THENCE WEST ON THE SOUTH LINE OF SAID SUBDIVISION TO
THE WEST LINE OF THE EAST 180 FEET OF SAID SUBDIVISION; THENCE
NORTH ALONG SAID WEST LINE TO THE NORTH LINE OF SAID SECTION 32;
THENCE WEST ALONG SAID NORTH LINE TO THE INNER HARBOR LINE ON
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King County Water District No.107
c0 Legal Description
440 Gradient Service Area
O Page Eight
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THE EAST SHORELINE OF LAKE WASHINGTON; THENCE NORTHERLY ALONG
SAID INNER HARBOR LINE TO THE CENTERLINE OF PRIMARY STATE
HIGHWAY NO.2; THENCE EAST ALONG SAID CENTERLINE TO THE POINT
OF BEGINNING.
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EASEMENT
THIS INSTRUMENT, made this day of .iC,6 k - 'C 19
•
by and between /,), t i�= �)u L� Ci-ancf)—' e ;
and •
cm
and ;
and
iJ
hereinafter called "Grantor(s)" , and the CITY OF RENTON, a Municipal Corporation
of King County, Washington , hereinafter called "Grantee" .
WITNESSETH:
That said Grantor(s) , for and in consideration of the sum of $ /. L`
paid by Grantee, and other valuable consideration,
do by these presents , grant, bargain , sell , convey, and warrant unto the said
Grantee, its successors and assigns , an easement for public utilities (including
water and sewer) with necessary appurtenances over, through, across and upon the
following described property in King County, Washington, more particularly
described as follows :
A utility easement over the Easterly 10 feet, measured perpendicularly to the
Easterly line thereof, of the Northerly 230 feet, measured along the Easterly
line, of the following described property:
ALL that portion of Government Lot 1 in Section 32, Township 24 North, Range
5 East; W.M. lying Westerly of the Burlington Northern (Northern Pacific)
railroad right-of-way; TOGETHER with the Shorelands adjoining.
Together with a temporary construction easement described as:
30 feet in width over the Easterly 30 feet of the Northerly 230 feet of
the above described property.
Said temporary construction easement shall remain in force during construction
and until such time as the utilities and appurtenances have been accepted for the
operation and maintenance by the Grantee but not later than
RECORDED
1972 DE: ;9 AM I 1 30
0
DIRECTOR
RECORDS & ELECTIONS
•-a KING COUNTY, Y/ASH.
('1
N
Crs
0
FILED for Record at Request of
r 1 LL 0 tor Record at Reu ueiet
OFFICE OF THE CITY CLER!C
lam._ ALIQ iYlar_u:n.u, 06.
side^---.
24o0 MILL A.V E. SOUTH
RBNT(lN_ A��o►��
seveMve eTAAVt
gip PIONEER Ne,AaTK I.
1 E INSUR' AN THIS SPACE RESERVED FOR RECORDER'5 USE ;tVt�Vt:U IHIJ UAf
AT10011 COMPANY
Filed for Record at Request of
is C7 3 aO PN'N
AFTER RECORDING MAIL TOt i r:: ulVIS104141-
? .,`JIiDS 4 ;-1._L''lS
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Quit Claim Deed
r. (CORPORATE FORM
THE GRANTOR BARBEE MILL CO. ,, INC. _� �e_
N NO INCISE T
7 for and in consideration of DEC 271984
conveys and quit claims to BARBEE FOREST PRODUCTS, INC. t E080'5475
the following described real estate,situated in the County of King GV
State of Washington including any interest therein which grantor may hereafter acquire:
Government Lot 1, Section 32, Township 24 North, Range.
5 East, W.M. , King County, Washington lying West of
Burlington Northern Railroad Right of Way. Land only—
no improvements.
•
IN WITNESS WHEREOF, said corporation has caused this instrument to • officers
and its corporate seal to be hereunto affixed this day of M. �' l "•r
BARBEE '+ILL CO. , 1NC. .. •
By 1y [. y .
By 0..„6„..dt,
... ...........
STATE OF WASHINGTON, )
ss.
County of
On this day of (�1Y i7undersigned,
✓. /1 before mt tht
ICJ y �
a Pu �rtd for the State of Washing duly co
Jrorts,�( ��/ and
me known to bbee the (/ raid t and to re�ti
fiat executed ha ment, anT/c�ed 't)e held tnstruma°k to be the free and
. • Mel deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that
i>7 tillhod d to execute the said instrument and that the seal affixed is the corporate seal of said
'napes my band ind official seal hereto affixed the day and year Brit above written.
• Netay I
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EASEMENT AND COVENANT n
n
Agreement made, effective as of i l 3-
1996, t
between Quendall Terminals, a joint venture comprised of Altino
Properties, Inc. , a Washington corporation, and J. H. Baxter & Co. , 2
a California :.limited partnership (hereinafter "Grantors" ) , and 3
Barbee Mill Co. , Inc . , a Washington corporation, and J . H . Baxter
r
& Co . , a California limited partnership (hereinafter "Grantees" ) . e
WHEREAS, Grantors are the owners of certain real property
n whose location is commonly known as 4503 Lake Washington Blvd. N. ,
X)
`D Renton, Washington, the legal description of which is attached
,r4 hereto as EXHIBIT A and by this reference incorporated herein
O ( "Parcel A" ) .
QD s
O) WHEREAS, Grantee (Barbee Mill Co. , Inc . ) is the owner of
certain real property commonly known as 4101 Lake Washington
Blvd. N . , Renton, Washington, the legal description of which is
attached hereto as EXHIBIT B and by this reference incorporated
herein ( "Parcel B" ) .
WHEREAS, Grantee (J . H. Baxter & Co. ) is the owner of certain
real property commonly known as 5015 Lake Washington Blvd. N . ,
Renton, Washington, the legal description of which is attached
hereto as EXHIBIT C and by this reference incorporated herein
(Parcel "C" ) .
WHEREAS, Grantees desire to acquire certain rights in Parcel
A.
WHEREAS, the parties hereto wish to establish a legal
description as to the location of an easement for access and right
of way, the terms and conditions for the maintenance of the
roadway, and future relocation of the roadway. •
FOR TEN ($10.00) DOLLARS AND IN CONSIDERATION of the mutual
promises and covenants contained herein, the sufficiency of which
is unconditionally acknowledged by Grantors and Grantees, the
parties hereby agree as follows :
I. GRANT OF EASEMENT
0)
un Grantors hereby agree to grant and convey in perpetuity from
CD
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the effective date of this conveyance to Grantees an easement for
cv roadway uses and utilities over, across and under Parcel A. The
G
(.0 easement granted in this instrument is appurtenant to Parcel B and
C)
Parcel C.
II. EASEMENT PURPOSES
The easement shall be for the purpose of providing access for
ingress and egress and for underground utilities between Parcel A
and Parcel B, between Parcel A and Parcel C, and between Parcel B
and Parcel C. The roadway shall provide access sufficient and
adequate for the purposes of Grantees' uses to the highest use •
permitted by the then current zoning, including two access points
to the public highway from Parcel A. The easement may be used by •
is+rei/»ccs/42zci/CCW/»»o.1.i) 2
the owners of Parcel B and Parcel C, as well as their officers,
employees, agents, tenants and invitees .
III. EASEMENT LOCATION
The easement granted in this instrument is located on the east
60 feet of that portion of Parcel A lying immediately west of
railroad right-of-way.
IV. ROADWAY RELOCATION
The Grantors or Grantors' successors or assigns may relocate
the easement across Parcel A at their sole discretion and expense
provided passage between Parcel B and Parcel C remains
uninterrupted, and at least two access points remain from Parcel A
to the public highway. Grantor or Grantor' s successors or assigns
further agree to record a restated legal description for this
easement upon relocation. They shall also dedicate the easement
to the City as a public right-of-way, if such dedication is
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required by the City as a condition for approval for any platting
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v processes involving either Parcel B o Parcel C.
V. TERMINATION
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(D The easement granted herein shall exist in perpetuity, and
shall run with the land and the title to such property, and shall
inure to the benefit of the parties to this Agreement , their
respective heirs, successors or assigns.
VI. MAINTENANCE OF EASEMENT
Grantees, their respective successors, heirs and assigns,
covenant with Grantors, their respective successors, : heirs and
assigns that Grantees, from time to time, and at all times after
tsxrs1/7264s/42261/ctw/173>03.1i 3
the effective date of this instrument, at Grantees' own cost and
expense, will repair and maintain, in a proper, substantial, and
workerlike manner, the above-described roadway. As between the
Grantees, the costs of repair and maintenance shall be 'equitably
apportioned based upon each party' s use of the easement .
VZI: cammuuma RIGHTS OF GRANTOR
Grantors and their successors, heirs and assigns may continue
116
to use the easement for their own purposes so long as their use is
not inconsistent with the purpose of this grant .
VII I. INDEMNIFICATION
Each party hereto will be responsible for claims or damages
Un
C0 resulting from or arising out of the use of the easement by such
O
1-4 L7 party and shall indemnify and hold all other parties hereto
CD harmless from anyclaims or damages arisingtherefrom. •
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C) IX. ENTIRE AGREEMENT
This Agreement shall constitute the entire agreement between
the parties and any prior understanding or representation of any
kind preceding the date of this Agreement shall not be binding upon
either party except to the extent incorporated in this Agreement .
X. MODIFICATION OF AGREEMENT
Any modification of this Agreement or additional obligation
assumed by either party in connection with this Agreement shall be
binding only if evidenced in writing by each party or an authorized
representative of each party.
ismTDl/72665/42261/ccs/17)903.1) 4
XI. ATTORNEY' S FEES
In the event of any controversy, claim, or dispute relating to
this instrument or its breach, the prevailing party shall be
entitled to recover reasonable expenses, attorney' s fees and costs.
....._._., ... ....r.. _ ..•...---
XII. BINDING EFFECT
This Agreement shall bind and inure to the benefit of the
respective heirs, personal representatives, successors, and assigns
of the parties.
XIII. GOVERNING LAN
It is agreed that this Agreement shall be governed by,
construed, and enforced in accordance with the laws of the state of
a)
m Washington, and venue shall be in King County.
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0 XIV. NOTICES
0
Any notice provided for or concerning this Agreement shall be
04
0(D in writing and shall be deemed sufficiently given when sent by
C)
certified or registered mail if sent to the respective address of
each party as set forth at the beginning of this Agreem4ht .
XV. PARAGRAPH HEADINGS
The titles to the paragraphs of this Agreement are solely for
the convenience of the parties and shall not be used to explain,
modify, simplify, or aid in the interpretation of the provisions of
this Agreement .
IN WITNESS WHEREOF, e party to this Agreement has caused it
to be executed atNS; , Washington, on thetdate
indicated below.
(sr771/7266s/4221.1/ccwi73,03.1) 5
DATED this f ,1�lfday of , 1996 .
GRANTORS
QUENDALL TERMINALS, a joint venture
comprised of Altino Properties, Inc. ,
a Washington corporation, and
J. H. Baxter & Co. , a California
limited partnership
ALTINO PROPERTIES„ZINC.
fi -
By:
Its: s� , Q /
J. H. BAXTER &
By. s .
GRANTEES
BARBEE MILL CO. , INC. ,
a Washington corporation
.411i
By: Ws!..
Its : /,RI! OF
r
J. H. BAXTER & CO. ,
a California limi d partnership
By: Its ✓ 7
STATE OF WASHINGTON
se.
COUNTY OF KING
I certify that I know or have satisfactory evidence that
the persons appearing before me and making this acknowledgment are
the persons whose true signatures appear on this document .
IsWO1/72ccs/42241icrilii73,o1.1) 6
On this ta, day of F e. , 1996, before me
personally appeared g ley e uQ rn i I r-. , to me known to
be the e r p,s 1Nni en-}- of Altino Properties, Inc. , the
corporation that executed the within and foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act
and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that they were authorized to execute
said instrument and that the seal affixed, if any, is the corporate
seal of said corporation.
WITNESS my hand and official seal hereto affixed the day
and year first above written.
iejOqn
c 'fh {inn ( ^
Nota Public in the State
of W hington, residin t : Ren-korN
My commission expires :
-4
'Type or Print Nota-ry Name nc4
WASHINGTON
STATE OF EAb1FARNIA )
ss .
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
the persons appearing before me and making this acknowledgment are
the persons whose true signatures appear on this document . .
On this L3�day of ialitev2„ , 1996 , before me
personally appeared 1 4 ,„1 , to me known to
be the gn..c�d.r�lt - of J. H. Baxter & Co. , the
corporation that executed the within and foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act .
and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that they were authorized to execute •
said instrument and that the seal affixed, if any, is the corporate -
seal of said corporation.
WITNESS my hand and official seal hereto affixed the day
and year first above written .
WIES G HNOIN
''
STATE OF WASiHYGTON o f , residing a t :
' t ��,�es�r ids,
NOTARY-••-Pl1C
P bc in and for the State
My commission expires :
[Type or Print Notary Name? ; i
isrrd1/7264.S/47261/c01/17))07.11 7
4.
STATE OF WASHINGTON
sa.
COUNTY OF KING
I certify that I know or have satisfactory evidence that
the persons appearing before me and making this acknowledgment are
the persons whose true signatures appear on this document.
On this 1a day of F e , 1996, before me
personally appeared p ,P X Gu9 ;r� '► � r' , to me known to
be the �.RP<,trt P of Ba bee Mill Co. , Inc. , the
corporation that executed the within and foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act
and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that they were authorized to execute
said instrument and that the seal affixed, if any, is the corporate
seal of said corporation.
WITNESS my hand and official seal hereto affixed the day
and year first above written.
Din`01 (h
.��
Nota Public in an for he State
of shington, residing : -hLol
My comet scion expir s : (Q - 4 -qc
) [l1 Q n
(Type or Print Notary Name
GO
ant
)srrsl/7246s/42261/m/17»oi.1) 8
SZHIBIT A
That portion of Government Lot 5 in section 29, Township 24 North,
Range 5 East, W.M. and shoreland adjoining lying westerly of the
Northern Pacific Railroad right of way and southerly of a line
described as follows :
Beginning at the quarter corner on the south line of said Section
29; thence north 89°58' 36" west along the south line of said Lot 5,
1, 113 .01 feet to the westerly line of said Northern Pacific
Railroad right of way; thence north 29°44 ' 54° east 849 .62 feet
along said right of way line to a point hereinafter referred to as
point A; thence continuing Nor,h 29°44' 54° east 200.01 feet to the
true point of beginning of the line herein described; thence south
56°28' S0" west 222 .32 feet to a point which bears north 59°24 ' 56°
west 100 . 01 feet from said Point A; thence north 59°24' 56" west to
the inner harbor line and the end of said line description.
EXHIBIT B
All that portion of Government Lot 1, Section 32, Township 24
North, Range 5 East, W.M. , in King County, and of Second Class
Shore Lands adjoining, lying westerly of Northern Pacific Railroad
right-of-way; EXCEPT that portion, if any, of said Shore Lands
lying north of the westerly production of the north line of said
Government Lot .
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($Insi/7246s/42241/ccw/173,0) 1)
EXHIBIT C
That portion of Government lot 5, section 29, township 24 north,
range 5 east, W.M. , and adjacent shore lands of the second class in
front thereof lying westerly of the Northern Pacific Railway
Company's right of way and lying northeasterly' of the following
described line: Beginning at the quarter corner on the south line
of said section 29; thence north 89°58' 36• west along the south
line of said lot 5,. a distance of 1113 .01 feet to the westerly line
of said Northern Pacific Railway Company' s right of way; thence
north .29!44' 54• east, along said right of way line, 949.63 feet to
an iron pipe which point is the true point of beginning of the line
}'--described herein; thence north 59°24'36• west 525 .00 -feet to an
iron pipe; thence continuing north 59°24' 36" west 488 .23 feet, more
or less, to the Inner Harbor Line of Lake Washington, EXCEPT
portion thereof described as follows: Beginning at the true point
of beginning of the line described herein; thence north 59°24 ' 36"
west 50 feet; thence northeasterly to a point on said westerly line
CI of said Northern Pacific Railway Company' s right of way distant
an North 29°44 ' 54" east 100 feet from said true point of beginning;
CD thence south 29°44 ' 54 " west to said true point of beginning, and
C EXCEPT that portion of said shorelands lying northerly of the
northerly line of said lot 5 produced westerly; situate in the
County of King, State of Washington.
C That portion of government lot 4 , section 29, township 24 north,
CD range 5 east, W.M. , TOGETHER with shore lands of the second class
CI fronting thereon lying West of the Northern Pacific Railway right
of way and south of the following described line : Beginning at the
northeast corner of said government, lot 4 , which point is marked by
an i on pipe and is 920 feet, more or less, north of the southeast
cor r of said government lot ; thence south along the east line
the eof, 156 feet; thence east 62 feet to the westerly line of said
right of way; thence southwesterly along said right of way line 156
feet to the beginning point of the line to be described; thence
north 58°20' west 460 feet ; thence north 67°40' west 210 feet to
the inner harbor line of Lake Washington as now established, and
the terminus of the line; SUBJECT TO right of way granted to Puget
Sound Power and Light Company by instrument dated April 7, 1939,
between Julius B. Falk, a bachelor, and Puget Sound Power and Light
Company; situate in the County of King, State of Washington.
That portion of Government Lot 5, Section 29 , Township 24 N, Range
5 E, W.M. , and adjacent shore lands of the second class in front
thereof lying Wly of the Northern Pacific Railway Company' s right-
of-way, described as follows : Beginning at the quarter corner of
the S line of said Section 29; thence N 89°58' 36" W along the S
line of said Lot 5, a distance of 1113 . 01' to the Wly line of sai.i
Northern Pacific Railway Company' s right-of-way; thence N 29°44 ' 54"
E along said right-of-way line, 949 . 63 ' to an iron pipe which point
is the true point of beginning; thence S 29°44 ' 54 " W, along said
iswsei/726,6s/422wawi7310) 1) 1 •
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411
right-of-way line, 100.01' ; thence N 59°24' 36" W 1039.16' , more or
J, less, to the Inner Harbor Line of Lake Washington; thence N
44°20' 00° E along said Inner Harbor Line 102 .95' to a point from
which the true point of beginning. bears S 59°24' 36" E; thence S
59°24'36° E 1013 .23' , more or less, to the true point of beginning,
1 ,.,4,w ,,,,,EXCEPT portion thereof described as follows: Beginning at the true
point of beginning of the above described property; thence S
- 29°44' 54• W along the Wly line of the Northern Pacific Railway
1` Company' s right-of-way 100.01' ; thence N 59°24' 36" W 100.01' ;
thence N 56°28' 50" E 111.16' to a point from which the true point
l of beginning bears S 59°24'36° E a distance of 50' ; thence S
59°24'36" . B. 50' to the true point of beginning, and EXCEPT that
i portion of said shore lands lying northerly of the northerly line
i of said Government Lot 5 produced westerly;I _.�._ situate in the County
of King, State of Washington.
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(SWV 1/'►76 S/422 1/coii»so3.1) 2
TY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Printed: 06-06-2002
Land Use Actions
RECEIPT
Permit#: LUA02-069
Payment Made: 06/06/2002 08:54 AM Receipt Number: R0203217
Total Payment: 3,015.30 Payee: BARBEE MILL CO INC
Current Payment Made to the Following Items:
Trans Account Code Description Amount
5010 000.345.81.00.0007 Environmental Review 500.00
5014 000.345.81.00.0011 Grading & Filling Fees 500.00
5019 000.345.81.00.0016 Shoreline Subst Dev P�NNt►.IG 2, 000.00
5955 000.05.519.90.42.1 Postage GPMEh�FIVp44 15.30
O VELIN Of
Ft
Payments made for this receipt
Trans Method Description �1 n�C ,aount
Payment Check 101890 3,015.30
Account Balances
Trans Account Code Description Balance Due
3021 303.000.00.345.85 Park Mitigation Fee .00
5006 000.345.81.00.0002 Annexation Fees .00
5007 000.345.81.00.0003 Appeals/Waivers .00
5008 000.345.81.00.0004 Binding Site/Short Plat .00
5009 000.345.81.00.0006 Conditional Use Fees .00
5010 000.345.81.00.0007 Environmental Review .00
5011 000.345.81.00.0008 Prelim/Tentative Plat .00
5012 000.345.81.00.0009 Final Plat .00
5013 000.345.81.00.0010 PUD .00
5014 000.345.81.00.0011 Grading & Filling Fees .00
5015 000.345.81.00.0012 Lot Line Adjustment .00
5016 000.345.81.00.0013 Mobile Home Parks .00
5017 000.345.81.00.0014 Rezone .00
5018 000.345.81.00.0015 Routine Vegetation Mgmt .00
5019 000.345.81.00.0016 Shoreline Subst Dev .00
5020 000.345.81.00.0017 Site Plan Approval .00
5021 000.345.81.00.0018 Special Permit Fees .00
5022 000.345.81.00.0019 Variance Fees .00
5023 0 .00
5024 000.345.81.00.0024 Conditional Approval Fee .00
5036 000.345.81.00.0005 Comprehensive Plan Amend .00
5909 000.341.60.00.0024 Booklets/EIS/Copies .00
5941 000.341.50.00.0000 Maps (Taxable) .00
5954 604.237.00.00.0000 Special Deposits .00
5955 000.05.519. 90.42.1 Postage .00
5998 000.231.70.00.0000 Tax .00