HomeMy WebLinkAboutPermit L99-0027 - BOEING - SHORELINE SUBSTANTIAL DEVELOPMENTL99 -0027
BOEING DEBRIS
REMOVAL
8123 E. Marginal Way So.
SHORELINE SUBSTANTIAL DEVELOPMENT SHORELIINE MANAGEMENT
lisaiimess
FISH s r
WILDLIFE
HY'"QAULIC PROJECT APPROV --
RCW 75.20.100 or RCW 75.20.108
RECEIVED
DATE OF ISSUE: September 22, 1999
State of Washington
Department of Fish and Wildlife
Region 4 Office
16018 Mill Creek Boulevard
Mill Creek, Washington 98012
0CT 01 7999 LOG NUMBER: 00- D9829 -02
DEVELOPMENT
PERMITTEE
The Boeing Company
ATTENTION: Michael J. Gleason, P.E.
PO Box 3707, M/S 7A -WW
Seattle, Washington 98124 -2207
(425) 865 -5863
Fax: (425) 865 -6608
AUTHORIZED AGENT OR CONTRACTOR
Not Applicable
PROJECT DESCRIPTION: Remove Contaminated Sediments and Replace With Clean Sand
PROJECT LOCATION: 7755 East Marginal Way South, Seattle
# WRIA WATER BODY
01 09.MARI Duwamish Waterway
TRIBUTARY TO
Puget Sound
1/4 SEC. SEC. TOWNSHIP RANGE COUNTY
33 24 North 04 East King
NOTE: The recent listing of Chinook salmon as a threatened species under the Endangered Species Act (ESA) may affect
future construction projects in or near marine waters of Puget Sound and freshwater streams. Future work may
require consultation with the National Marine Fisheries Service.
PROVISIONS
1. TIMING LIMITATIONS: The project may begin October 15, 1999 and shall be completed by December 31,
1999.
2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist (AHB) listed
below of the project start date. Notification shall be received by the AHB at least three working days prior to the start
of construction activities. The notification shall include the permittee's name, project location, starting date for work,
and the control number for this Hydraulic Project Approval.
3. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify WDFW Enforcement Sergeant/Officer
Mike Frame at (425) 775 -1311 at least three working days prior to the start of construction activities. Notification
shall include the permittee's name, project location, starting date for work, and the control number for this Hydraulic
Project Approval.
4. Work shall be accomplished per plans and specifications entitled, "Boeing Plant 2, Building 2-41 Debris Area,
Duwamish Sediment Interim Measure Work Plan", dated February 1, 1999, and per plans entitled "Proposed: To
Excavate Sediment With Elevated Lead Concentrations and Backfill With Clean Sand" and submitted to the
Washington Department of Fish and Wildlife, except as modified by this Hydraulic Project Approval. These plans
reflect design criteria per Chapter 220 -110 WAC. These plans reflect mitigation procedures to significantly reduce or
eliminate impacts to fish resources. A copy of these plans shall be available on site during construction.
5. If more than one day is required to complete the work, special precautions shall be implemented to ensure the geotextile
fabric is securely fastened to the beach substrate in order to avoid excess leaching of lead into the surrounding marine
Page 1 of 4
.....,..«.,,
illsokingass
Dtputswat 4
FISHrr
WILDLIFE
HYDRAULIC PROJECT APPROVAL
W
RCW 75.20.100 or RC 75.20.10
State of Washington
Department of Fish and Wildlife
Region 4 Office
16018 Mill Creek Boulevard
Mill Creek, Washington 98012
DATE OF ISSUE: September 22, 1999 LOG NUMBER: 00- D9829 -02
waters. Sandbags or other weights shall be placed no more than one foot apart around the edging of the fabric. All
trenches, depressions, or holes created in the beach area shall be backfilled prior to inundation by tidal waters.
6. The clean sand/gravel mix shall be evenly distributed across the excavated area. If the clean material is dry prior to
placement, the site shall be monitored the following day to ensure no depressions have been created that would entrap
fish. If the height of the excavated area is lower than the surrounding substrate, more sand and gravel shall be added so
that it is flush with the surrounding beach.
7. Project activities shall not occur when the project area, including the work corridor, is inundated by tidal waters.
8. Use of equipment on the beach shall be held to a minimum, confined to a single access point, and limited to a 25 -foot
work corridor. Construction materials shall not touch the beach outside this work corridor.
9. Bed material shall not be utilized for project construction or fills.
10. Beach area depressions created during project activities shall be reshaped to preproject beach level upon project
completion.
11. Eelgrass and kelp shall not be adversely impacted due to any project activities (e.g., barge shall not ground,
equipment shall not operate, and other project activities shall not occur in eelgrass and kelp).
12. Removal or destruction of overhanging bankline vegetation shall be limited to that necessary for the construction of the
project.
13. Intertidal wetland vascular plants shall not be adversely impacted due to project activities (e.g., barge shall not ground,
equipment shall not operate, and other activities shall not occur in intertidal wetland vascular plants). If such
vegetation is adversely impacted, it shall be replaced using proven methodology.
14. All natural habitat features on the beach larger than 12 inches in diameter, including trees, stumps, logs, and large
rocks, shall be retained on the beach following construction. These habitat features may be moved during construction
if necessary.
15. Project activities shall be conducted to minimize siltation of the beach area and bed.
16. If a fish kill occurs or fish are observed in distress, the project activity shall immediately cease and WDFW Habitat
Program shall be notified immediately.
17. All debris or deleterious material resulting from construction shall be removed from the beach area and bed and
prevented from entering waters of the state.
18. No petroleum products or other deleterious materials shall enter surface waters.
19. Project activities shall not degrade water quality to the detriment of fish life.
SEPA: DNS by City of Tukwila final on July 28, 1999.
Page 2 of 4
.
HYPtAULIC PROJECT APPROV A -L
'RCW 75.20.100 or RCW 75.20.108
DATE OF ISSUE: September 22, 1999
APPLICATION ACCEPTED: April 1, 1999
State of Washington
Department of Fbh and Wildlife
Region 4 Office
16018 Mill Creek Boulevard
MW Creek, Washington 98012
LOG NUMBER: 00- D9829 -02
ENFORCEMENT OFFICER: Frame 124 [P3]
Pamela Erstad (425) 379 -2306
Area Habitat Biologist
Pia
for Director
WDFW
cc: Ted Muller, WDFW
Steve Lancaster, City of Tukwila, 6300 Southcenter Boulevard, Tukwila, Washington 98188
Anna Silutowski, EPA, Region 10 Office, Seattle
Hideo Sujita, NWDOE
Jack Kennedy, USCOE
GENERAL PROVISIONS
This Hydraulic Project Approval (HPA) pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization
from other public agencies may be necessary for this project.
This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing
the work.
This HPA does not authorize trespass.
The person(s) to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from
failure to comply with the provisions of this HPA.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars
per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the
Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The
permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may
be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED
HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130.
APPEALS - GENERAL INFORMATION
IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE
ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE.
A. INFORMAL APPEALS (WAC 220 - 110 -340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100,
75.20.103, 75.20.106, AND 75.20.160:
A person who is aggrieved or adversely affected by the following Department actions may request an informal review of:
(A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; or
(B) An order imposing civil penalties.
It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are
resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW
Page 3 of 4
Abawin
Deportatsite
FISH old
WILDLIFE
.T.YDRAULIC PROJECT APPR.4VAL
RCW 75.20.100 or RCW 75.20.11
State of Washington
Department of Fish and Wildlife
Region 4 Office
16018 Mill Creek Boulevard
MW Creek, Washington 98012
DATE OF ISSUE: September 22, 1999 LOG NUMBER: 00- D9829 -02
shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091 and
shall be RECEIVED by the Department within 30 -days of the denial or issuance of a HPA or receipt of an order imposing civil
penalties. The 30- day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved
party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her
designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the
results of this informal appeal, a formal appeal may be filed.
B. FORMAL APPEALS (WAC 220 - 110 -350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100 OR
75.20.106:
A person who is aggrieved or adversely affected by the following Department actions may request an formal review of:
(A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA;
(B) An order imposing civil penalties; or
(C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act,
Chapter 34.05 RCW..
A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North,
Olympia, Washington 98501 -1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED
DURING OFFICE HOURS by the Department within 30 -days of' the Department action that is being challenged. The time
period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an
informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written
decision in response to the informal appeal.
C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.103 or 75.20.160:
A person who is aggrieved or adversely affected by the denial or issuance of a HPA, or the conditions or provisions made part of
a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board
per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington
98504; telephone 360/459 -6327.
D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS.
IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND
UNAPPEALABLE.
Page 4 of 4
Z •
rG
'~ W
6_
0 o
w0
wjJ
CO
u!
J
(0 d.
1=— _..
z Off.
ul
gyp.
O
ui
z:
L L I co
O•
z
09/;x9/99 17:29 FAX 425 649 7098
DEPT OF ECOLOGY
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Northwest Regional Office, 3190 - 160th Ave S.E • Bellevue, Washington 98008.5452 • (425) 649 -7000
September 21, 1999
Mr Rick Ford
The Boeing Company
PO Box 3707 mc/19 -35
Seattle WA 98124
Dear Mr Ford:
RECEIVED
SEP 3 0 1999
COMMUNITY
DEVELOPMENT
Re: City of Tukwila Permit # L99 -0027
BOEING COMPANY, THE - Applicant
Shoreline Substantial Development Permit # 1999 -NW -70001
The subject Shoreline Management Substantial Development Permit, to remove 40 cu yd
contaminated soil from overwater overhang of the Plant 2 building, and replace with .
clean gravel fill, per an EPA consent decree, has been filed with this office by the City of
Tukwila on September 07, 1999.
The development authorized by the subject permit may NOT begin until the end of the
21-day appeal period, September 28, 1999. 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,
K -Y Su, Shorelands Specialist
Shorelands and Environmental
Assistance Program
KS:ks
SDP.DOC
cc:
sr
Ter, City of Tukwila
verAdi Urn eJ
Z1002
0
z
H z
1
U O
to
w =.
w O
u.¢
d
•
1w
- _.
z�
I- O:
z
U (3;
Otn.
= Uw. .
O:
Z:
U col
Z
- hereby declare that:.
Board of Adjustment Agenda
. Packet
QBaard of Appeals Agenda
Packet
QP Tanning Commission Agenda
Packet
Shart Subdivision Agenda
Packet
Q Natice of Application for
Shareline Management Permit
u Shareline Management Permit
Determination of Non-
significance
Mitigated Determination nation of
Nansia-ni 'icance
JDete t natian of Significance.
and Scaling Notice
fNatice af. Action
Official Notice
. was mailed to each. of the following addresses an
Name a f Project
File Number •
Sicratu_e
z
I •
6
JU:
00
co CI:
W
J
W
W O:
J'
ILI
•
= Ci,
H-a•
,111 ILI;
Z 1-;
U
•
•
Ww
6 O: •
ui z .
U N`
• t-�
• z
_ Shoreline Management Act
Permit Data Sheet and Transmittal Letter
From: _ To:
City of Tukwila Department of Ecology, Shoreline and
Department of Community Development Office of the State•Attomey General
6300 Southcenter Blvd. Suite 100
Seattle, WA 98188
Date of Transmittal: September 2, 1999 Date of Receipt:
Type of Permit: Substantial Development
Local Government Decision: Approval
Applicant Information:
Name: THE BOEING COMPANY
Address: P.O. Box 3707 mc/19 -35
Seattle, WA 98124
Applicant's Representative:
Name: Mr. Rick Ford
Address: P.O. Box 3707 mc/19 -35
Seattle, WA 98124
Is the applicant the property owner? YES
Location of the property: 8123 E. Marginal Way S., Tukwila, WA
Water Body Name: Duwamish River
Shoreline of Statewide Significance: YES
Environment Designation: Urban
Description of Project: Remove 40 cubic yards of contaminated soil underneath the
Boeing 2 -41 building as it overhangs the Duwamish River mudflat. Clean gravel will
replace the contaminated soil.
Notice of Application Date: June 22, 1999 Final Decision Date: September 1, 1999
By: Vernon Umetsu, Associate Planner, City of Tukwila
Phone Number: (206) 431 -3684
\ \TUK2 \VOL3\ HOME \VERNON \99 \BOENG1 \SHORECOV.doc
w
- J D
0 O
o'
to w
w =
- J
CO u_!
'w 0
J
Q
_ d`
I-- _;
Z�
Z
0
111 uj
U
;O CO,
.w w'
CI I—
Z'
0�
z
•4,4horA, he manaaement Act of 1
PERM14 FOR SHORELINE MANA(iEMETIEE)Mitr*IDEvELOPMEN1
SEP 2 4 1999
COMMUNITY
DEVELOPMENT
File Number: L99-007.'7
\ Status: APPROVED
Applied: 03/30/1999
Approved: n/27/1999
E.\Piration: n/26/2001
RECEIVE'D
su 0 / 1"9
CTLOGN
P Li U ant to PCW 90. S8. ;,3 t. i s, her.eb.v gran t ed to: BOE 1 rtitig (:W E... - .
to undertake the following development: A/W-7
REMOVE 40 CY OF CONTAMINAlED SOIL UNDERNEATH 2-41. 9919'.--"
Site is in the Duwamish River mudflat. lean
gravel will re ace the contaMinated soil.
...... - .
.. , , ..
upon the fo?lowing,,propertv: -
Address: 6123,.cEAST MARGINAL W '1*-SS
-. Parcel No: 000160-.:0020i ..'' '-' :.: ..,, -•
Sec/Twn/Rnqe: Se6/2.0,33,32Hpor) /,Twn..:24 / RaeAEY-
„-,.;:., .:.-- .!.
THE,PROP0c,ED PROJECT WILLBE;;WITHIN THE. AREA?0F. ZHE'lGREEN RIVER
..1:' . -.... ., ,:-. , .
..- : ANpA1TS A::.SuCIATED WETLAN0SWHICH IS A SHORELINE,'OFSTATE4..:IDE
..- SIGNIFICANCE AND ISDESIGNATED'AS AN URBAN'ENVIRONMENT
• f P ,,, ,..- e -,..., ' - \ , ..,..
.,.;
. . •• , . . 1;419
,.,
',.The.folArin9„zmastey or ogam proV,Isions are applicabr.e tolthisdevelopmerit:
._
.. ....:::•:.:-'',''':' : ....i14"tiiiiiit o -) 17. h ei r e 1 i ng.:i::14,..5 e G661
,A.V.:1 . l'i-..i, Econ. Devel,.., Ob"j"":'.31: Con.:'<'-":„.,
:.
.• % ,,,,-‘..
$6 .er. ,: e n . P or. 5 . ''''~ ''''
. 7, i
.
4 - . 6 ..4= ,,- /------- - - ,. 1 1 '.r., i s ''.' •.'s ' ! i - -:
1. --.. I '
PO il, ,a. -....':'1. .....-......' ;7'
t.
, , • k,::, ,
. \ -1 1
, . ,t)
-...
\ : ; , 1 _,•,---::
-::'- ;
• , ., , ,,, ,.,;,
• t: „:
--';;Dei.i,alo6mOnti=4,Rursicant_tov-thts, p6--,‘mIt chall be„Undertaken,,pursuantto the
attar:he'll term..lan'd coro>d it i OnSX '''' \ - \'''''':'''.- -'''
..,;). volt ,;, . ,, , -.: .,4„,_ ,::'. ii;'''''''!.
Ai 0 • . , ;•: .
..'.1,;30.4” wi,
. .2-1-his perwit xs-1,9rapted pursuant to the,-.,'nloreline Management -Actof 1:01 an
.., -.'. nothingh thineemit shall excuseihe,..applj-Canri.froo comPlianC6 with any
other 04iieriliPStaie or local statUteS. Or'Tdinaric'esOr re"Oulati*As
,., .:.,!.-:,.,,. - •
aOolicab*ito this b4ject, but not'rinconststent<7..with the Sho.:line
v...4 •
..i, r . I- • k .
ManaaementaA,ct (Chaptelh, 90.58 RCWil.
TINF,..%(,* •• ' ? .' ' ''' i' ;,,.'' i . 1
. Xj If N '''.1 ,.. Cll • . (V...%) r 1. JA.,
This,permit\pay:tpeOrescihdel,pursuant to ROy90.53.A4O.,(81.0:the
'42.‘k. %
bermittee fai,),to'6,1)ply witithe,„termsoi° condit).6-; her4of.
• •
. ,• •
..., • .„,„
--„.-..,.... '-"` ,.....,.
event the
.---.
. . ,.• . ...._ .S \:!-4.:-
ONTRUCTION PUR
SUANT TO THIS PERMIT WILL NOT BEGIN:0rIS NOT AUTHORIZED
...,„
UNTIL ,TWENTY-ONEAp. DAYS FOtiPIHE DATE "F FILING WITH THE DEPARTMENT OF
• ..;.2'ECOLOGYAS DEFINE6IfeRCX clO'ci4b'e6Y-AND VAC 17,314-090, OR UNTIL ALL
..., ...
' ,........• • .,,,• ,- - -„,„
EVIEWHPROCEEDINGS INIfWEkVITHI,N_TWENTYONE:“21) DAYS FROM THE DATE OF
-"-.
*vSliCH FILING HAVE TERMINA.TEEEkCERTASOk0iiIDED IN Reid 90,53.140(5)(aYlb)(c)
—...., "
" : - 9
•
Steve Lancaster
Director, Plann:ing Department
COnstruction or substantial progress toward construction must begin within
two years from date of issuance, per WAC 173-14-060.
•
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
MEMORANDUM
To:. Jack Pace, Planning Manager
From:. Vernon Umetsu, Associate Planner
Date: August 27, 1999
RE: File No. L09 -0027 (Shoreline Substantial Development Permit for Boeing Debris
Removal)
PROJECT FILE NO. L99 -0027
APPLICANT: The Boeing Company
PROJECT LOCATION: 8123 East Marginal Way South (Boeing Plant 2, Building 2 -41) in the
Duwamish River mudflat (see Attachment A, Exhibit A). The construction site is located beneath
the building's southwest comer, in the intertidal area that it overhangs.
EXISTING SITE USE: The general site is used for heavy industrial aircraft development and
manufacture. An existing building (Boeing Plant 2, Building 2-41) overhangs the river on wooden
piles by approximately 30 to 40 feet as the shoreline varies in location. The shoreline rises
approximately five feet above the ordinary high water mark (elev. 4.4 ft. NGVD), on a riprapped
river bank.
The immediate construction site is beneath the building overhang, adjacent to the riprap river bank.
The existing construction site condition is summarized as an unvegetated mudflat.
PROJECT DESCRIPTION: The applicant proposes to remove 40 cubic yards of contaminated
soil in conformance with the Plant II Consent Order issued by the EPA to Boeing, and pursuant to
Federal contaminated site clean-up provisions (see Attachment A, Exhibits B and C). The removed
soil would be replaced with clean gravel and sand, and existing contours would be restored.
Contaminated soil and associated water will be temporarily held on site while drying. Soils and
solid materials will then be transported to a hazardous waste landfill.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 4313665
Shoreline Substantial Development Permit Staff Report
L99 -0027: Boeing Building 2 -41 Debris Removal
Page 2
Decanted water from the contaminated soil and ponded water in the excavation will be vacuumed
and stored in containers for testing. Disposal shall be either into the sewer system with an
industrial waste discharge permit or to a hazardous waste disposal facility.
The construction would be no greater than 50 ft. by 50 ft., as needed to deploy equipment to
vacuum excavate a by 17 foot by 20 foot by three foot deep hole for contaminated soil removal.
Construction site access would be from above, through a hole cut into the building floor.
Additional information is provided in the attached Shoreline Substantial Development Permit
application and its exhibits..
SHORELINE MANAGEMENT PROGRAM PROVISIONS AND REGULATIONS
IMPACTS ON (AND CONSISTENCY WITH) SHORELINE POLICIES
The proposed contaminated site clean up will remove unhealthy levels of lead contaminants from
the natural environment in a manner which an environmental analysis has determined will have
no significant adverse impacts (City of Tukwila SEPA file E99- 0014). The most applicable King
County Shoreline Master Program provisions are identified below.
Shoreline Use Element Goal:
Preserve or develop shorelines, adjacent uplands and adjacent water areas in a manner that
assures a balance of shoreline uses with minimal adverse effect on the quality of life, water and
environment.
Objective 3: Where appropriate, land and water uses should be located to restore or enhance the
land and water environments.
Economic Development Element
Objective 3: Shoreline economic development which may have significant or substantial
detrimental effect on either land or water environment should be constructed and operated in a
manner to minimize these effects.
Conservation Element
Policy 5.2: Shoreline activities, and developments should be planned, constructed and operated
to minimize adverse effects on the natural processes of the shoreline, and should maintain or
enhance the quality of air, soil and water on the shoreline.
CONSISTENCY WITH KING COUNTY SHORELINE REGULATIONS
The project site is designated "URBAN ENVIRONMENT" in the King County Shoreline Master
Program.
The excavation of 40 cubic yards of contaminated soil in the mudflat (floodway) is subject to
consistency with KCC 25.16.190.I: "Excavation or dredging below the ordinary high water mark
Q:\99\BOENG1\Shorestf.doc
z
= Z:
wQQg
JU
U O:_
N D
' N w.
w=
N LL,:
w0
2
J
N
_°
w
z �.
I— 0`
zi
w
moo:
0N:
0 H
ww
V,
Z:
U _CO
Shoreline Substantial Development Permit Staff Report
L99 -0027: Boeing Building 2-41 Debris Removal Page 3
shall be permitted only ...when necessary to mitigate conditions which endanger public safety or
fisheries resources;..."
Contaminant removal was determined to be necessary to preserve public health and safety, and is
being done pursuant to an Administrative Order on Consent [RCRA Docket No. 1092-01-22 -
3008(h)] issued by the Environmental Protection Agency to the applicant. The State of
Washington Dept. of Ecology has determined that it will not require an individual water quality
certification and CZM Consistency Response (Kenny, 4/1/99 (attached)).
CONCLUSIONS
Based on the above information, the proposed contaminant clean -up is determined to be consistent
with the applicable Shoreline Master Program Goals, Objectives and Policies, and Shoreline
regulations.
No City of Tukwila building, hauling or flood control permits are required.
RECOMMENDATION
Approval of a shoreline substantial development permit is recommended as proposed.
Attachments
A. Shoreline Substantial Development Permit Application
B. SEPA Threshold Determination of Non - significance
Q:\99\BOENG1\Shorestf.doc
z, •
• JU
U O'. •
CO o;
u)w:
• w
. Jam;
N V-`
wO
Via:.
F,w:
•z f-,
1= g •
LLL
•
• O N.
w w.
1--V':
.
z. •
O
Z �.
CITY OF TUK.WI•LA
DETERMINATION OF NONSIGNIFICANCE (DNS)
DESCRIPTION OF PROPOSAL:
REMOVE 40 CUBIC YARDS OF CONTAMINIATED SOIL TO A
THREE (3) FOOT DEPTH IN THE DUWAMISH RIVER
INTERTIDAL ZONE. THE CONSTRUCTION SITE WILL BE A
MAXIMUM 50' BY 50' AREA UNDER BOEING PLANT 2
ACCESS WILL BE THROUGH .:A HOLE CUT ' :IN THE BUILDING
FLOOR. ALL FEDERAL,:: STATE, . "" COUNTY AND .CITY
DEVELOPMENT STANDARDS SHALL BE SATISFIED.
PROPONENT: THE BOEING COMPANY .
LOCATION OF PROPOSAL, " INCLUDING.•. STREET ADDRESS, IF ANY::
ADDRESS: 8123 EAST MARGINAL WY S,
PARCEL .N0.: 000160 -0020
SEC /TWN /RNG: SEC. (POR.) 28,33,32 / TWN. 24 / RGE. 4E
LEAD AGENC Y:, CITY OF TUKW.ILA
FILE NO: E.99 -0014
The City, has determined that the propo•sa.1; "d'oes. not have a pro.bab'l'e
significant adverse impact • an the e.n,v*r•onment -. An environmental .-
impact 'statement (EIS) is not required' under RCW 43•.21c.0.30(2),(c).'
This decision was made after review of a completed environmental
checklist,. and" other information on.. f ii1 a with the lead .agency.. .This
information is available to the public an-request.
*************** * * * * * * * * * * * * * * * * * * * * * * *• * *• *4c*. * *** *• * * * *** * * * * *4, *** * * * * **
ThisA DNS -is issued under 197 -11- 340(2). commrents must be submtt.t.ed by
I I, j�ica The lead- agency will "not act on
this ..proposal for 15 days from the date - below..
Steve Lancaster.,. Responsible Official`'
City of Tukwila, (206) 431-3680:
6300 Southcenter Boulevard
Tukwila, WA 98188 • • •
2,13i l qc9.
Date
Copies of the procedures for SEP( appe•alts are available with the
Department of Community Development.
Z
= Z
D'
CC 2
6
JU
00,
Ww
J I
0
LQLs-
cd,
w
H=
Z �.
I— 0.
Z 1-
ui-
0 N'
11.1 w:
H 0
ui
Z'
0•
City of Tukwila John W Rants, Mayor
Department of Community Development Steve Lancaster Director
MEMORANDUM
To: Michael Jenkins, Acting Planning Manager
From: Vernon Umetsu, Associate Planner
Date: July 28, 1999
RE: File No. E99 -0014 (SEPA Threshold Determination for Boeing Debris Removal) -
Project File No. E99 -0014
Applicant: The Boeing Company
Project Location: 8123 East Marginal Way South (Boeing Plant 2, Building 2 -41). The
construction site is located beneath the building's southwest corner, in the intertidal area that it
overhangs.
Project Description: The applicant proposes to remove 40 cubic yards of contaminated soil in
conformance with the Elliott Bay/Duwamish Consent Order issued by the EPA to Boeing, and
pursuant to Federal contaminated site clean-up provisions (Ex. B, Pg. 1). Contaminated soil and
associated water will be temporarily held on site while drying. Soils and solid materials will then
be transported to a hazardous waste landfill.
Decanted water from the contaminated soil and ponded water in the excavation will be vacuumed
and stored in containers for - testing. Disposal shall be either into the sewer system with an
industrial waste discharge permit or to a hazardous waste disposal facility.
The construction would be no greater than 50 ft. by 50 ft., as needed to deploy equipment to
vacuum•excavate a by 17 foot by 20 foot by three foot deep hole for contaminated soil removal.
Construction site access would be from above, through a hole cut into the building floor.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665
z
Z.
W
6
-J C.)
00
co �.
WI
J H
CO
W0
g J.
u- Q'
( - 1
�i
z F.
0'
z i-
w
Do.
to
U
O1
W
. =V
— 0
2
111
z
SEPA Threshold Determination Starr Report
E99 -0014: Boeing Building 2 -41 Debris Removal
Page 2
Comments to SEPA Checklist:
A.10 Government approvals and permits required: Responses in this section are replaced by the
table below:
' r,Y h� N�f tY'SYgf'�'f
=:J' y'J tn'k'tit,i`t�' ,1+t :v. `�.•� ?.- yr,;n3. .sr!.�`:`
e e .; I. � f
.r. o > C ,r' E ';'u�'f+L x;" fr.
rrr�tx�!�.:r�� �•��; �Pi'� . � . xa x% wig. �� r,..
•J,T2 %tip..M.: �'.:i!'.'.
•'7�^ :� a.- . +iyti �i��:.�`.iYt'''i'e ���:�.� "��, .: t. �^, f1? 5::. ifi� .;''Y; ?;'N;•`.:�hi;•..5,..�
Agency w�ttht{Jun's ctioni 'a', : ,n 1r ' 1
..�. ,.. . �''9; . �" � 1 .�'.,' � h,
f r �hr.•Y ,;e4 a.M ": M`�jL`(i.,,..: 111.Yz '..•.L ?. G:V��.,. F,S� ,•` .�SC.
State Environmental Policy Act threshold
determination.
City of Tukwila
Shoreline Substantial Development Permit
City of Tukwila •
Consistency review of City of Tukwila
Shoreline Substantial Development Permit
determination.
Wash. State Dept. of Ecology, Shoreline
Division
Hydraulic Project Approval
Wash. State Dept. of Fisheries
Section 10/404 Permit or Nationwide Permit
No. 38, Clean-up of Hazardous and Toxic Waste -
U.S. Army Corps of Engineers
Industrial Waste `Discharge Permit
King County
No building, hauling or flood control permits are required.
Summary of Primary Impacts
1. Earth — Approximately 40 cubic yards of contaminated soil will be removed to a depth of three
(3) feet.
2. Air - There will be exhaust emissions from construction equipment during the project. Potential
Cement kiln dust or fiyash used as a drying agent will be minimized with plastic sheets during
mixing per OSHA/WISHA standards. The project will create no air emissions when complete.
3. Water —No impacts per U.S. Army Corps of Engineers Nationwide Permit (1999 -2- 00283) and
Washington State Dept. of Ecology waiver of individual water quality certification (Kenny, 4/1/99).
4. Plants — None.
5. Animals —No significant impact to the aquatic habitat are expected.
6. Energy and Natural Resources - The project will require energy for construction equipment and
for vehicles coming to the site.
Q: \99 \BOENGI \SEPASTF.DOC
SEPA Threshold Determination Stair Report
E99 -0014: Boeing Building 2 -41 Debris Removal
Page 3
7. Environmental Health - No environmental health hazards are anticipated based on having HAZ-
MAT trained staff on site and compliance with OSHA/WISHA worker safety standards.
8. Land and Shoreline Use —No impacts.
9. Housing - The proposal will not result in a change to the housing supply.
10. Aesthetics - The project is not subject to Board of Architectural Review requirements.
11. Light and Glare - The completed project will not generate light or glare.
12. Recreation - The proposal will not affect recreational facilities.
13. Historical and Cultural Preservation - Excavation will not disrupt historically significant depths.
14. Transportation — No impacts.
15. Public Services - The project will not increase demand on public services.
16. Utilities —NO impacts.
Recommended Threshold Determination:
Determination of non - significance.
Q: \99 \BOENG1 \SEPASTF.DOC
Table 2 Results of TCLP metals analysis for sediment samples collected under Building 2 -41.
Station
Sample No.
Analyte
CEN -01
SD2C -DUW -08
mg/I Qualifier
DWN -01
SD2C -DUW -07
mq /I Qualifier
RIV -01
SD2C -DUW -06
mg /I Qualifier
UP -01
SD2C -DUW -04
mg /I Qualifier
DWN -02
SD2C -DUW -02
mg /I Qualifier
RIV -02
SD2C -DUW -01
mg/I Qualifier
UP -02
SD2C -DUW -03
mg /I Qualifier
Arsenic
0.05
U
0.050
U
0.050
U
0.050
U
0.050
U
0.050
U
0.050
U
Barium
0.193
Chromium
0.101
U
0.159
0.178
U
0.314
0.54
0.092
3.76
0.153
2.06
Cadmium
0.009
0.0001
0.002
U
0.004
0.0001
0.013
Selenium
0.005
U
0.005
U
0.018
Chromium
0.005
U
0.005
U
0.005
U
0.005
U
0.020
0.091
sls
0.007
Lead
11.9
0.78
16
122
0.90
0.49
0.58
Mercury
0.0001
U
0.0001
U
0.0001
U
0.0001
U
0.0001
U
0.0001
U
0.0001
U
Selenium
0.05
U
0.05
U
0.05
U
0.05
U
0.05
U
0.05
U
0.05
U
Silver
0.003
U
0.003
U
0.003
U
0.003
U
0.003
U
0.003
U
0.003
U
Station
Sample No.
Analyte
SH-01
SD2C- DUW -17
mg /I Qualifier
UP -1.5
SD2C- DUW -18
mg /I Qualifier
RIV -1.5
SD2C- DUW -19
mg /I Qualifier
Arsenic
0.05
U
0.050
U
0.050
U
Barium
0.171
0.204
0.252
Cadmium
0.022
0.010
0.002
U
Chromium
0.005
U
0.009
0.005
U
Lead
0.54
3.76
2.06
Mercury
0.0001
U
0.0001
U
0.0001
U
Selenium
0.05
U
0.05
U
0.05
Silver
0.003
U
0.003
U
0.004
00.1011002 %tauldrt»ntuables1bwnxooas
sls
z
a •
2.
0
%'U 0:
1 :N 0.
W W
CO lL;
O.
. Q:
Dei
W
z
'F- O
z !-
ON
W W`
I 01
O
111 Z.
1
z
Table 3 Results of total metals analysis for sediment samples collected under Building 2 -41.
Station
Sample No.
Analyte
CEN -01
SD2C -DUW -08
mg/kg Qualifier
DWN -01
SD2C -DUW -07
mg/kg Qualifier
RIV -01
SD2C -DUW -06
mg/kg Qualifier
UP -01
SD2C -DUW -04
mg/kg Qualifier
DWN -02
SD2C -DUW -02
mg/kg Qualifier
RIV -02
SD2C -DUW -01
mg/kg Qualifier
UP -02
SD2C -DUW -03
mg /kg Qualifier
Antimony
30
49.3
7
U
40
Beryllium
20
U
10
U
27
3.4
20
U
Barium
124
38.4
24.6
186
65.8
Lead
146
36
3120
30
20
69.3
106
Beryllium
0.3
U
0.2
7
0.3
U
0.3
U
0.3
U
0.1
U
0.3
U
Cadmium
1.9
50.1
0.3
54.3
4.9
Zinc
3.2
0.6
649
1.0
3.3
Chromium
256
55.7
233
282
78
80
177
Lead
5890
628
4620
5710
468
132
372
Nickel
76
15
72
78
22
14
36
Selenium
20
U
7
U
10
U
20
U
10
U
7
U
20
U
Silver
1
U
0.4
U
0.9
U
2
0.8
U
0.4
U
1.1
Thallium
20
U
7
U
10
U
20
U
10
U
7
U
20
U
Vanadium
60
51.3
50.4
59
47.7
46.9
57.5
Zinc
807
140
1760
1770
274
125
392
Station
Sample No.
Analyte
SH -01
SD2C- DUW -17
mg/kg Qualifier
UP -1.5
SD2C- DUW -18
mg/kg Qualifier
RIV -1.5
SD2C- DUW -19
mg/kg Qualifier
Antimony
7
U
11
30
Barium
49.3
60.9
91.5
Beryllium
0.3
0.2
0.3 U
Cadmium
3.4
1.6
2.6
Chromium
38.4
186
166
Lead
266
1640
3120
Nickel
20
106
74
Selenium
7
U
7
U 20 U
Silver
0.4
U
0.8
0.9 U
Thallium
7
U
7
U 20 U
Vanadium
50.1
54.3
59.9
Zinc
785
267
649
ono noort 1 oS,.s„wuwa..wo.m « o,...,
U = Undetected at the reported concentration.
•
REPLY TO
ATTENTION OF
Regulatory Branch
DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P.O. BOX 3755
SEATTLE, WASHINGTON 98124 -2255
MAR 1 fl n99
Mr. Michael Gleason
Boeing Company
Post Office Box 3707, M/S 7A -WW
Seattle, Washington 98124
Dear Mr. Gleason:
Reference: 1999 -2 -283
Boeing Company
Nationwide Permit (NWP) 38 authorizes the intertidal excavation of about
40 cubic yards of contaminated bank material from the Duwamish River, and its
replacement with a sand and gravel mix. The project site is underneath
Building 2 -41 at the Boeing complex in Seattle, Washington. The work was
described in a permit application you submitted to us on March 10, 1999, and
is a requirement of an Administrative Order on Consent issued by the U.S.
Environmental Protection Administration (EPA). We assigned the file number
1999 -2 -283 to the case.
The regulations governing our permit program contain a series of NWPs.
Each NWP authorizes a specific category of work, provided certain conditions
are met. NWP 38 (Federal Register, December 13, 1996, Vol. 61, No. 241)
allows the "Cleanup of hazardous and toxic waste" when performed, ordered, or
sponsored by a governmental agency like the EPA. The entire text of NWP .38
and its regional conditions form enclosure 1. The conditions that must be met
for work under any NWP form enclosure 2. If any of those conditions cannot be
met, this form of authorization is invalid. The work must be performed in
accordance with the drawings submitted with your application.
This verification that NWP 38 will authorize the jurisdictional aspects
of the work will be valid for 2 years from the date of this letter, unless NWP
38 is modified or revoked at an earlier date. You must still comply with
other State and local requirements pertaining to the project. When you have
finished the work, please fill out and return the enclosed compliance
statement (enclosure 3). If you have any questions, please contact me at
telephone (206) 764 -6907.
Enclosures
ohn Kennedy
egulatory Project/ Manager
Z
Z,
W.
6
U O:
.to W
111=
W O}'
?.
• d:
1— W.
Z�
ZO1
• W
•U
co:
W.
LLI Z
O
Z
WASHINGTON
JOINT AQUATIC RESOURCE PERMITS (JARPA) APPLICATION FOR:
HYDRAULIC PROJECT APPROVALS, SHORELINE MANAGEMENT PERMITS,
WATER QUALITY CERTIFICATION & APPROVAL FOR EXCEEDANCE OF STANDARDS,
Z
ft W
6
U O"
to
W =
W • O
ga
Use the following checklist to determine which permits to apply for. If you have trouble deciding which permits you need, please g P PP Y Y g Pe Y P = d
contact the appropriate agency for. questions. Agency telephone numbers are in appendix B. 1` _
Z!
Your project may require some, or all, of these permits. IF YOU CHECK ANY BOX UNDER A PERMIT TITLE, THEN Z O.
YOU MUST APPLY FOR THAT PERMIT. Complete Section A & C for any of the permits listed below. Also complete W
Section B for Shoreline & Corps of Engineers permits. Detailed drawings are required for any of these permits (see Appendix A 2
for drawing requirements). U c'
O
0 I—
W W,
F U.
W 5
Q will use, divert, obstruct, or change the natural flow or bed of any fresh or salt water of the state. This includes all construction Z
or other work waterward and over the Ordinary High Water Line, including dry channels, and may include projects landward of U N
the Ordinary High Water Line (e.g., activities outside the Ordinary High Water Line that will directly impact fish life and habitat, O
falling trees into streams or lakes, etc.).
♦ Shoreline Substantial Development, Conditional Use, Variance Permit, or Exemption issued by Local Government (under the
Shoreline Management Act, 90.58 RCW;) required for work or activity in the 100 -year floodplain, or within 200 feet of the
Ordinary High Water Mark of certain waters; and which includes any one of the following:
& U.S. ARMY CORPS OF ENGINEERS SECTION 404 and 10 PERMITS
— INSTRUCTIONS—
This Joint Application can be used to apply for Hydraulic Project Approvals, Shoreline Management Permits, Approvals for
Exceedance of Water Quality Standards, Water Quality Certifications and Army Corps of Engineers Permits. You must submit
readable copies of the completed application form together with detailed drawings, prepared in accordance with the drawing
guidance in Appendix A to the appropriate agencies. Remember, depending on the type of project you are proposing, other permits
may be required that are not covered by this application.
♦ Hydraulic Project Approval issued by the Department of Fish and Wildlife under 75.20 RCW is required if your project includes
construction or other work, that:
O dumping; 0 drilling; EI dredging; 0 filling;
❑ placement or alteration of structures (whether temporary or permanent);
O any activity which substantially interferes with normal public use of the waters regardless of cost.
♦ Floodplain Management permits and/or Critical Areas Ordinances review by local government for:
❑ work in frequently flooded areas, geologically unstable areas, wildlife habitats, aquifer recharge areas, and wetlands.
♦ A Section 401 Water Quality Certification issued by the Department of Ecology under 33 USC §§ 401 and 1344 is required when
a Corps of Engineer's §404 is required. However, the Corps will notify Ecology of the project through the Corps' public
notice unless you are applying for a Corps Nationwide Permit. NOTE: Certification of hydropower projects will require
additional information — contact Ecology's Shorelands & Water Resources Program for additional permitting requirements.
10 Send a copy of this application and drawings to Ecology for a 401 Certification only when applying for a Corps of Engineers
Nationwide Permit, or hydropower projects.
!Form # JAR -P -4 Revised Date 7/95
• ♦ Approval to Allow Temporary Excei .ice of Water Quality Standards by the Depart!. . of Ecology, under 90.48 RCW, if your
project results in:
E1 a temporary exceedance of water quality criteria established by WAC 173 -201 A for in water work (e.g., changes in turbidity
from sediment disturbances and pH changes from concrete curing). NOTE: Application of aquatic herbicides and pesticides are
covered by a separate application - contact Ecology's Regional Office to apply.
♦ A Section 404 Permit from the Corps of Engineer under 33 USC §§ 404 and 1344 is required if your project includes:
El discharge or excavation of dredged or fill material waterward of the Ordinary High Water Mark, or the Mean Higher High Tide
Line in tidal areas, in waters of the United States, including wetlands;
❑ mechanized land clearing in waters of the United States, including wetlands.
♦ A Section 10 Permit from the Corps of Engineer is required for:
El any work in or affecting navigable waters of the United States (e.g., floats, piers, docks, dredging, piles, buoys, overhead power
lines, etc.).
USEFUL DEFINITIONS
The following definitions are presented to help applicants in completing the JARPA. They may not necessarily represent specific
language from the laws implemented through JARPA.
Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data
compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey,
dated January 24, 1979. This information can be obtained from the Corps of Engineers at (206) 764 -3495.
The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years,
measured from mean Lower Low water, which equals 0.0 tidal elevation.
Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19
years. It is the tidal datum for vertical tidal references in the saltwater area.
Ordinary High Water Mark or Line means the mark on all lakes, streams and tidal waters, which will be found by examining the beds
and banks and ascertaining where the presence and action of waters are so common and usual, and so long continued in all ordinary
years, as to mark upon the soil or vegetation a character distinct from that of the abutting upland, provided that in any area where the
ordinary high water mark cannot be found, the ordinary high water mark adjoining saltwater shall be the line of mean higher high tide
and the ordinary high water mark adjoining fresh water shall be the line of mean high water.
Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal
plane from the ordinary high water mark; floodways and contiguous floodplain areas landward two hundred feet from such floodways;
and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW.
Shorelines means all water areas of the state, including reservoirs, and their associated wetlands, together with the lands underlying
them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than
20 acres in size.
Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to
support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil
conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Wetlands do not include those artificial wetlands
intentionally created from nonwetland sites, including, but not limited to, irrigation and drainage ditches, grass -lined swales, canals,
detention facilities, wastewater treatment facilities, farm ponds, and landscape amenities. Wetlands may include those artificial
wetlands intentionally created from nonwetland areas to mitigate the conversion of wetlands.
Instruction Page 2 of 2
„ "+�
r
AGENCY USE ONLY
Agency Reference #:
SEPA Lead Agency:
Other:
Date Received:
„.t
-JARPA APPLICATION FORM-
- for use in Washington State -
PLEASE TYPE OR PRINT IN BLUE OR BLACK INK
Based on the preceding checklist, I am sending copies of this application to the following: (check all that apply)
Local Government: for shoreline 5 Substantial Development ❑ Conditional Use ❑ Variance ❑ Exemption; or ❑
Floodplain Management • Critical Areas Ordinance
n Washington Department of Fish and Wildlife for HPA
n Washington Department of Ecology Approval to Allow Temporary Exceedance of Water Quality Standards
G 401 Water Quality Certification Nationwide Permits
ra Corps Engineers for Section 404 or Section 10 permit(s)
SECTION A - Use for all permits covered by this application. Be sure to also complete Section C (Signature Block) for all
permit applications.
1. Applicant The Boeing Company
Mailing Address PO Box 3707, M/S 7A -WW
Seattle, WA 98124 -2207
Work Phone: (425) 865 -5863 Home Phone: ( )
Fax Number: (425) 865 -6608
If an agent is acting for the applicant during the permit process, complete #2 & 3.
2. Authorized Agent Michael J. Gleason, P.E.
Mailing Address The Boeing Company
PO Box 3707, M/S 7A-WW
Seattle, WA 98124 -2207
Work Phone: (425) 865 -5863 Home Phone: ( )
Fax Number: (425) 865 -6608
3. Designation of Authorized Agent, if applicable:
I hereby designate to act as my agent in matters related to
this application for permit(s). I understand that if a Federal permit is issued, I must sign the permit.
Signature of Applicant Date
)
4. Relationship of applicant to property: 5 Owner • Purchaser • Lessee • Other ( '
5. Name, address, and phone number of property owner(s), if other than applicant: N/A
Application Page I of 5
. Location where proposed activity exists or will occur:
Street Address 7755 East Marginal Way South
Seattle, King County, WA 98124
City, County, State, Zip Code
Waterbody Duwamish River
DNR Stream Type (if known) Type 1 Water
Tributary of Puget Sound
Legal Description:
Tax Parcel No.: 000160 -0020
33 24N
L' L' Section Township
4E
Range
. Describe the current use of the property, and structures existing on the property. If any portion of the proposed activity is
already completed on this property, indicate month and year of completion.
The current use of the property is a waterway under the cantilevered portion of Building 2 -41 of the Boeing Plant 2
Facility. There is no portion of the proposed activity completed.
Is the property agricultural land? 0 Yes EI No Are you a USDA program participant? ❑ Yes IZI No
Describe the proposed activity, and the activity's purpose. Include expected water quality and fish impacts, and proposed
actions to reduce the duration and severity of those impacts and provide proper protection for fish life. Complete plans and
specifications should be provided for all work waterward of the Ordinary High Water Mark or Line, including types of
equipment to be used, and for all work if applying for a shoreline permit. If additional space is needed, please attach a separate
sheet.
The proposed activity is an Interim Measure designed to remove approximately 40 cy of sediment containing elevated
levels of lead located beneath Building 2-41 at the Boeing Plant 2 Facility.
The area is approximately 17 ft by 20 ft by 3 ft deep.
The soil will be removed using a vac -truck located inside the building above the work site. The excavation will be
backfilled with clean sand.
Detailed information on the proposed activity is presented in the "Boeing Plant 2, Building 2-41 Debris Area,
Duwamish Sediment Interim Measure Work Plan" attached (Pentec 1999).
Preparation of drawings: See Appendix A - sample drawings and checklist for completing the drawings. One set of original
or good quality reproducible drawings must be attached. NOTE: Applicants are encouraged to submit photographs of the
project site, but these do not substitute for drawings. THE CORPS OF ENGINEERS REQUIRES DRAWINGS ON 8 -1/2 X
11 INCH SHEETS. Larger drawings may be required by other agencies.
Application Page 2 of 5
Z
f=- Z •
re w 2.
D'
:U O.
to O'.
W I'
J I-
W w:
w }0'.
g
N d
= W
Z
1-- O
Z H:
w
gip,
•N`
O
•
W W:
H-
LL O.
111 Z
.0 H:
9. Proposed Starting Date: June 15 tu June 25, 1999 Estimated duration of active,,. Two weeks
Will the project be constructed in stages? ❑ Yes 0 No
10. Will any structures be placed:
a. waterward of the Ordinary High Water Mark or Line for fresh or tidal waters? ❑ Yes n No
b. waterward of Mean High Water Line in tidal waters? • Yes r No
11. Will fill material (rock, fill, bulkhead, pilings or other material) be placed waterward
of Ordinary High Water Mark or Line for fresh or tidal waters? RI Yes • No
a. If "yes," in fresh water indicate volume in cubic yards: N/A
b. If "yes," in tidal waters, indicate volume in cubic yards waterward of the line of mean higher high water: 40 cy
,
12. Will material be placed in wetlands? ❑ Yes a No If yes, impacted area: (acres)
If yes:
a. Has a delineation been completed? ❑ Yes • No (If yes, please submit with application.)
b. Type and composition of fill material (e.g., sand, etc.):
c. Material source:
d. List all soil series (type of soil) located at the project site, & indicate if they are on the county's list of hydric soils: Soils
information can be obtained from the Natural Resources Conservation Service (NRCS), formerly Soil Conservation
Service (SCS).
13. Will proposed activity cause flooding or draining of • Yes n No If yes, impacted area: (acres)
wetlands?
14. Will excavation or dredging be required in water or wetlands? 0 Yes • No If yes, volume: 40 (cubic yards)
a Composition of material removed: Gravel, sand, and silt, with some debris.
b. Disposal site for excavated material: A permitted disposal facility
c. Method of dredging: a vac -truck with a smooth -wall, 6- inch - diameter vacuum tube with flex tubing and
hand tools.
15. List other applications, approvals, or certifications from other Federal, state or local agencies for any structures, construction,
discharges, or other activities described in the application (i.e., preliminary plat approval, health district approval, building
permit, SEPA review, FERC license, Forest Practices Application, etc.) Also indicate whether work has been completed and
indicate all existing work on drawings.
Application for Plan Action from the City of Tukwila
Date of Date Completed?
Type of Approval Issuing Agency Identification No. Application Approved Yes or No
/•
SEPA Checklist City of Tukwila -99
i
SEPA Lead Agency: City of Tukwila SEPA Decision Date: Still in process
Application Page 3 of 5
16. Has any agency denied approval for the activity described herein or for any activity directly related to the activity
described herein? • Yes r. No If yes, explain:
SECTION B - Use for Shoreline & Corps of Engineers permits only:
17. Total cost of Project. This means the fair market value of the project, including materials, labor, machine rentals, etc.
$65,000
18. Local government w/ jurisdiction: City of Tukwila
Shoreline Environment designation: Urban Zoning designation: MIC/H
19. For corps permits, provide names, addresses, and telephone numbers of adjoining property owners, lessees, etc.,
Port of Seattle 2711 Alaskan Way, Seattle, WA (206) 728 -3000
Crowley Marine Corporation 2401 4th, Seattle, WA (206) 443 -8100
BOC Gases 7700 14th S, Seattle, WA (206) 767 -3888
Jorgensen Forge Company 8531 E Marginal Way S, Seattle, WA (206) 762 -1100
PLEASE NOTE: Shoreline management compliance may require additional notice — consult your local government.
SECTION C - Complete for any permit covered by this application
20. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with
the information contained in this application, and that to the best of my knowledge and belief, such information is true,
complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. I hereby grant to the
agencies to which this application is made, the right to enter the above - described location to inspect the proposed or completed
work.
q2
Sig cure of Applicant or Authorized Agent (REQUIRED) Date
Signature of Landowner (REQUIRED if other than applicant) Date
This application must be signed by the applicant. If an authorized agent is to be designated, the applicant must also sign at Item
#3.
18 U.S.0 § 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly
falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry,
shall be fined not more than $10,000 or imprisoned not more than 5 years or both.
Application Page 4 of 5
DO NOT SEND FEDERAL PROCESSING FEE WITH APPLICATION
TO BE COMPLETED BY LOCAL OFFICIAL
Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain,
floodway, delta; type of beach, such as accretion, erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock,
riprap; and extent and type of bulkheading, if any:)
. In the event that any of the proposed buildings or structures will exceed a height of thirty -five feet above the average grade level, indicate
the approximate location of and number of residential units, existing and potential, that will have an obstructed view:
. If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the
proposed use may be a conditional use, or, in the case of a variance, from which the variance is being sought:
These Agencies are Equal Opportunity and Affirmative Action employers.
For special accommodation needs, please contact the appropriate agency from Appendix A.
Application Page 5 of 5
Z
�Z.
w
JU
U 0,
CO o::
WI,
J I-
W }O:
u.
N d.
Z H;
1- O.
Z
Cf
;O — - co
,W W:
IU
y;:
H Hi'
Z
Boeing Plant 2
Building 2 -41 Debris Area
Duwamish Sediment
Interim Measure Work Plan
Tukwila, Washington
Work Order No. ENV- G -98PL2 -344
Prepared for:
The Boeing Company
Seattle, WA
Prepared by:
Pentec Environmental, Inc.
120 Third Avenue S, Suite 110
Edmonds, WA 98020
(425) 775 -4682
February 1, 1999
• •
Z;.
W
QQN
W
U,
o o;
:CO W∎
W =;
J H.
l
'W O;
LL Q
H W.
=i
z.
,moo;
W
•
w N:
o.1-:
TABLE OF CONTENTS
1.0 Introduction 1
1.1 Rationale 1
1.2 Interim Measure Objectives 2
1.3 Project Participants and Responsibilities 2
1.3.1 The Boeing Company 2
1.3.2 Pentec Environmental, Inc. 2
1.3.3 Interim Measure Construction Subcontractor 3
2.0 Description of Project Area 3
3.0 Alternative Interim Measures Evaluation 7
4.0 Scope of Work 7
4.1 Health and Safety Plans 7
4.2 Permits 8
4.3 Plans and Specifications 8
4.3.1 Mobilization and Site Preparation 8
4.3.2 Removal 9
4.3.3 Backfill 9
4.3.4 Moisture Reduction 9
4.3.5 Transportation and Disposal (T&D) 10
4.3.6 Decontamination 10
4.3.7 Demobilization 11
5.0 Operation and Maintenance 11
6.0 Monitoring 11
7.0 Schedule 11
8.0 Interim Measure Construction Quality Assurance 11
9.0 Reporting Requirements 14
Appendix: Sampling Data
February 1, 1999
00301 \002\105\imMmworkplanrev4 r.doc:cjw
page ii
FIGURES
Figure 1 Vicinity map 4
Figure 2 Sediment core locations 5
Figure 3 Sediment sample locations, total lead, and area to be excavated 6
Figure 4 Interim measures schedule 12
TABLE
Table 1 Interim measure checklist. 13
February 1, 1999
00301 \002\ 105 \im \imworkplanrev4_r.doc:cjw page iii
Pen tee
BOEING PLANT 2, BUILDING 2 -41 DEBRIS AREA
DUWAMISH SEDIMENT
INTERIM MEASURE WORK PLAN
TUKWILA, WASHINGTON
1.0 INTRODUCTION
This plan describes the scope of work planned to accomplish.an interim measure (IM) at
The Boeing Company's (Boeing) Plant 2 facility to reduce lead concentrations in sediment
located beneath Building 2 -41. This action targets the site of a former pile of debris located
beneath the pile- supported portion of Building 2 -41, which is cantilevered over the Duwamish
River. This action will precede the proposed remedy for the entire Duwamish Sediment Other
Area (DSOA) which includes dredging 3 ft of sediment within the DSOA and backfilling with
clean cap material. The proposed remedy for the DSOA is detailed in the Focused Corrective
Measures Study that is currently under review by the US Environmental Protection Agency
(EPA).
This IM Work Plan has been prepared to be consistent with the requirements of the
Administrative Order on Consent (Order) issued by EPA to Boeing under the authority of
Section 3008(h) of the Resource Conservation and Recovery Act (RCRA) of 1976, as amended,
42 USC 6928(h). This Order [RCRA Docket No 1092- 01- 22- 3008)h)] became effective on
January 18, 1994.
1.1 RATIONALE
This proposed action targets an area of elevated lead concentrations found under Plant 2
Building 2 -41 in the Duwamish Sediment Other Area (DSOA). Although the elevated lead
concentrations do not present "an immediate threat to human health and the environment,"
Boeing is proposing this IM for the following reasons:
• Removal of the "hot spot" source area will reduce potential lead migration.
• The IM will reduce potential exposure prior to implementation of the proposed remedy
for the DSOA.
• The action will be consistent with the proposed remedy for the DSOA.
February 1, 1999
00301 \002 \105 \im \imworkplanrev4 ,r.doc:clw
page 1
z
mow.
SQQL.
J V •
UO
N 0
w z`
w O:
g =I,
LL
= d. •
•
• Hw
z�;
1- O:
Z
'U
co,
ILI
O H�.
2 U.
LL ~O
LLi
O ~' •
z
Interim Measure Work Plan Pen tee
• The action will simplify the proposed remedy for the DSOA with regard to waste
segregation.
1.2 INTERIM MEASURE OBJECTIVES Z
z.
The objectives of the IM are to re
U:
• Remove and dispose of sediment containing elevated concentrations of lead (an order of ti o
magnitude higher than surrounding area). w
CO U.
• Provide increased protection of human health and the environment by removing the ILI O(
u.a
• Allow the remaining area of the DSOA to be more uniform in chemical nature, which co a.
will simplify the design of the proposed remedy for the DSOA. H
z�:
• Avoid the short -term risk of resuspension and dispersal associated with the z 0.
uj
U
• Facilitate a timely response given the physical constraints, administrative /permitting �;
O H
w W.
H • U
1.3 PROJECT PARTICIPANTS AND RESPONSIBILITIES O
.z'
LJ co,
The three primary participants in the performance of this project will be (1) Boeing, F- ~`
O
area of elevated lead concentrations.
implementation of the proposed remedy for the DSOA.
and waste segregation issues.
(2) Pentec Environmental, Inc. (Pentec), and (3) the IM construction subcontractor. The
responsibilities of these participants are summarized as follows:
1.3.1 The Boeing Company
Boeing's responsibilities include project direction and project oversight, site security,
integration of the interim measures with ongoing facility operations, profiling and disposal of
wastes generated, personnel access badges, space allocation, site usage, and other
miscellaneous support items associated with planning and performance of the work.
1.3.2 Pentec Environmental, Inc.
Pentec will be the overall manager for the project. Responsibilities include project
oversight, permitting, integration of the interim measure with the proposed remedy for the
February 1, 1999
00301 \002 \105 \im\imworkplanrev4 _r.doc:cjw
page 2
Interim Measure Work Plan Pentec
DSOA, and other miscellaneous support items associated with planning and performance of
the work. Pentec will be the design and construction engineer and will have responsibility for
work planning and design, coordinating efforts of the interim measure contractor, managing
and overseeing interim measure construction, documenting construction progress and
compliance with quality assurance requirements, and preparation of a completion report.
1.3.3 Interim Measure Construction Subcontractor
The IM construction subcontractor will be responsible for site ,preparation, excavation and
material handling, deployment of runoff control measures, procurement and placement of
backfill, moisture reduction of recovered sediment, worker health and safety, and personnel
and equipment decontamination. The IM construction subcontractor will report directly to the
on -site construction engineer.
2.0 DESCRIPTION OF PROJECT AREA
In the summer of 1998, Boeing located an isolated pile of debris under the pile- supported
portion of Building 2 -41 that is cantilevered over the Duwamish River (Figures 1 and 2). Boeing
removed the debris in August 1998 in order to minimize impacts to design and implementation
of the proposed remedy for the DSOA. The debris that was removed from the site included
chunks of metal, broken timbers, and battery cases. Because there were battery cases in the
debris, Boeing proceeded to evaluate the potential for elevated lead concentrations in the
sediment that was left in place and conducted a focused sediment sampling program in the
area.
Ten locations in the vicinity of the former debris pile were sampled (Figure 2). At these
locations, 3 -ft deep composite sediment cores were collected and analyzed for total and
leachable (via Toxicity Characteristic Leachate Procedure [TCLP]) metals. A 3 -ft depth is
consistent with the remedial action proposed for the entire DSOA. Results of these analyses are
provided in Appendix Tables 2 and 3. Elevated concentrations of total and leachable lead were
found at several of the sampling locations (Figure 3). These results indicate lead concentrations
in sediment that warrant action within an approximately rectangular area having horizontal
dimensions of roughly 17 ft by 20 ft (Figure 3).
February 1, 1999
00301 \002 \105 \im \imworkplanrev4 r doc:clw page 3
z
w
JU
0
co O,
W =
uj
J
D. a
1
z�
�O
ZF--
n0.
o-
o�
ww
1- U;
u-0
Cu z.
O /-
z
Puget
Sound
Harbor Island
"relt....
• ea. 4]
• •
: . .I. 0 ..",
• : ..4. .4.!i.‘fl 71.1114k*. .
ii ti7.....1.\ i•Wateet t0:;:•,,
I.! •,_ rank - • ,&
••■• A .
1 , • 4 •
.). e,,, 14,, • ...'
BM 0 •
2 4 .e.-:--:11
..s.'....q .....::..
i..n. , L .. .
\ .•..,:sc;:.:5,?.?- • 1 -- I,t111
,
. ,, , -.WT. • *\ ■ 7% '' .
. • •.:. • C
Site Location
...: . • • • -,:7 .tr,-i' .:
so _ 1 ••.::', •••-•:•• ir.
--t--r, • ..• .... •
BM 5.0'
•
\ ' '
" •
1
SO th Palrk
V •
:■„
\ \
1\ W.
• •• \ zmierre; j 1
/1,„
oe.
Site Location
NOT TO SCALE
APPROXIMATE SCALE IN FEET
0'
1000'
2000'
4000'
Inset prepared from
USGS 7.5x15 Minute Quadrangle
Seattle South, Washington
1
Duwamish Sediment Other Area,
Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
Figure 1
Vicinity map.
1/11/98 Fig_1.FH7
51
.n.00■n ICM I .. r V
ao m
J
n
Building 2 -10
.' r
Site Location
Building 2-41
Building
2-49
Building
2-66
.r—
u
Building 2 -41
SH -01
•
• • C• 1 • •• UP-02
OWN-02 OWN-01 UP -01 UP -1.5
•
RN -01
•
RN-1.5
•
RN-02
Building 2 -44
APPROXIMATE SCALE IN FEET
0' 25' 50' 100'
Duwamish Sediment Other Area, Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
Figure 2
Sediment core locations.
1/22/99 coreJoc.dwg
w
Q�Q �
D
Jo
UO:
;,N C:1,
CO
W:
w =.
Jam;
w O,
u.
Z
ta
Z
z o
V 0 N
i
o
;w w'
- .0
w
O ~�
.. '.Z
2/1/99
[ Total Lead 266 mg/kg 1
Total Lead 628 mg/kg
( Total Lead 468 mg/kg
Total Lead 5890 mg/kg
Total Lead 1640 mg/kg 1
[Total Lead 372 mg/kg
' [ Total Lead 3120 mg/kg
Total Lead 132 mg/kg
Total Lead 4620 mg/kg
Edge of Building 2 =41__
Duwamish River
Duwamish Sediment Other Area, Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
DEBRIS.DWG
Total Lead 5710 mg/kg 1
Excavation
(Slopes 1 :1 )
APPROXIMATE SCALE IN FEET
0
5
10
20
Figure 3
Sediment sample locations, total lead,
and area to be excavated.
to
Interim Measure Work Plan Pen tee
3.0 ALTERNATIVE INTERIM MEASURES EVALUATION
Several alternatives were considered for interim measure remediation of this area. The
alternatives and the resulting evaluation are summarized below:
No action:
A "no action" alternative was determined not to be reasonable because of the
potential for the hot spot constituents to migrate and because existing
conditions could complicate waste segregation during implementation of the
proposed remedy for the DSOA.
Capping: A capping alternative was not selected because it would not be consistent
with the proposed remedy for the DSOA.
Removal: A removal alternative was selected because it eliminates the potential for
migration prior to the implementation of the proposed remedy for the DSOA
and because it will simplify waste segregation during the proposed remedy.
4.0 SCOPE OF WORK
4.1 HEALTH AND SAFETY PLANS
OSHA /WISHA- compliant, site - specific Health and Safety Plans (HASP) covering all
personnel will be prepared.
It is anticipated that the work will be performed using modified Level D personnel
protective equipment (PPE), including the following:
• Hard hats with spray shields
• Safety glasses
• Rubber, steel -toed boots /leather, steel -toed work boots
• Water- resistant coveralls
• Chemical- resistant gloves
• Personal flotation devices
February 1, 1999
00301 \002 \105 \im \imworkplanrev4 _r.doc:cjw
,�
page 7
z
=H
z
cc 2
-J0
00.
CO
w is
J 1-
w�
D
1._w
_.
Z F.
zo
Vim;
U�
;D N;
al Ili
lil Z
U=
z
Interim Measure Work Plan Pen tee
4.2 PERMITS
Potentially applicable permits include the following:
z
.~ 2
• State Environmental Policy Act (SEPA) —City of Tukwila ir uw
• Shoreline Development Permit —City of Tukwila v UO.
CO o`
• 401 Certification /Water Quality Certification /Modification — Washington State w =.
Department of Ecology ! u ,
wo
• Coastal Zone Management Act (CZMA) consistency determination— Washington State
Department of Ecology et
co n.
• Hydraulic Project Approval (HPA)— Washington State Department of Fisheries H =
zf-:
• US Army Corps of Engineers Section 10/404 Permit or a Nationwide Permit Number 38, Z O
Cleanup of Hazardous and Toxic Waste 2 ui
D p.
To expedite the permitting process, a completed Joint Aquatic Resources Permit :p H
Application (JARPA) will be submitted to each of the permitting agencies. =.W
1-. U.
ui
U =`:
0 1".
z
4.3 PLANS AND SPECIFICATIONS
4.3.1 Mobilization and Site Preparation
Site preparation will include staking the limits of the excavation area, concrete saw cutting
an approximately 24 -inch square access hole in the floor of the 2 -41 Building directly above the
excavation area, potential removal of some sub -floor timbers for worker access, delivery of
roll -off boxes, portable water storage tanks, and electric sump pumps. Additionally, an
absorbent pad boom will be placed on flat areas surrounding the excavation limits, and a silt
curtain will be installed around the excavation area, keyed into the sediment, and fixed to
piling.
Site preparation will also include initial establishment of exclusion zones, consistent with
requirements of the HASP. Modified Level D PPE will be required inside all exclusion zones.
A small decontamination station will be set up adjacent to each exclusion zone which will
include PPE, a decontamination tub, brushes, disposal bin for used PPE, first aid kit, and other
supplies.
February 1. 1999
00301\ 002\ 105\im\imworkplanrev4_r.doc:cjw
page 8
Interim Measure Work Plan Pentec
4.3.2 Removal
Sediment will be removed in the 17 -ft by 20 -ft area shown on Figure 3 to a depth of 3 ft
below existing grade. Removal efforts will be performed when the tide (Seattle) is at +2 ft mean
lower low water (MLLW) or lower. Depending on the month, this may require that work be
performed at night. Other than the need for lighting equipment, night work would not
adversely impact the ability to successfully complete this work.
A vac -truck will be stationed within the building and will ' reach underlying sediment
through the access hole using a smooth -wall, 6- inch - diameter vacuum tube with flex tubing at
its end. Laborers will direct the tube and move sediment to it with hand tools. A submersible
pump will be installed in the excavation and will pump ponded water, if any, upward through
the floor to temporary holding tanks staged within the building and then transferred to
temporary storage tanks located outside of the building. Removal of excess water will
minimize water in the vac -truck and limit migration of suspended solids from the removal
area. Debris (metal chunks, broken timbers, battery casings, etc.) will be removed by hand and
manually transported to roll -off boxes.
Excavation rates are anticipated in the 2 to 4 cubic yards (cy) per hour range. Impacted
sediment will be removed to the limits specified by the supervising engineer. If more than one
day is required to remove the sediment, the affected area will be covered with a geotextile
fabric and weighted down with equally spaced sandbags, bricks, or equivalent. Weights will
be spaced at a maximum distance of 3 ft. Until the area is backfilled, geotextile will be placed
each day before the removal area becomes covered with water.
4.3.3 Backfill
Backfill will consist of clean sand or pea gravel obtained from the nearby Lone Star
Northwest plant. Backfill will be placed through the access hole in the floor and will be
distributed within the excavation and finish graded by laborers with hand tools.
The backfill will be analyzed to confirm that it is below SQS (WAC 173 -204) concentrations.
4.3.4 Moisture Reduction
Elimination of free water from the removed sediment will be necessary in order to
condition the material for landfill disposal (e.g., meet Paint Filter Test criteria). Once excavated,
February 1, 1999
00301\ 002\ 105\im\imworkplanrev4_r.doc:cjw page 9
Interim Measure Work Plan Pentec
material within the vac -truck will be end - dumped into a low - profile mixing tank located
outside Building 2 -41. Free water (supernatant) that collects on the surface will be decanted
and stored in the temporary water storage tanks. After decanting the accessible free water,
cement kiln dust (CKD) or flyash will be added and mixed with the sediment to further dry the
material. Mixing will be done with the bucket of a rubber -tired backhoe.
The drying agent will be transported to the site via a pneumatic tanker truck and will be
discharged directly into the mixing tank. The mixing tank will be covered with plastic during
placement of the drying agent to minimize airborne dust.
Once the sediment has been sufficiently dried, it will be transferred from the mixing tanks
to roll -off boxes. Roll -off boxes will be lined with plastic sheeting, which will also be placed
under the roll -off boxes to capture any spillage.
4.3.5 Transportation and Disposal (T &D)
The recovered material will be disposed of in accordance with applicable state and federal
regulations. Boeing will be responsible for all waste profiling, transportation and disposal,
including any liquids or debris generated during sediment removal and related
decontamination activities.
It is anticipated that approximately 40 cy of sediment will be removed. The wet unit weight
of this material is estimated to be approximately 105 pounds per cubic foot. A 30 percent
weight increase is anticipated from the addition of a drying agent. Therefore, the total disposal
weight is estimated to be approximately 74 tons.
4.3.6 Decontamination
Decontamination will be required for the vac -truck tank, submersible pumps, mixing hoe
bucket, any reusable tanks, hand tools, and hard surfaces. PPE, vacuum tubes, and waterlines
will be disposed of in the roll -off boxes. The decontamination will be done in /over the mixing
tanks. The equipment will be scraped to remove the gross residue and then pressure washed.
Solid residue will be placed in the roll -off boxes along with decontamination brushes, PPE, and
absorbent booms. Rinsate from decontamination activities will be transferred to the temporary
storage tank(s) and disposed of along with other liquids generated by the project.
February 1, 1999
00301\002\105 Vm\imworkplanrev4 _r.doc:cjw
page 10
Interim Measure Work Plan Pentec
4.3.7 Demobilization
Following completion of the work, all equipment will be removed from the site and any
modifications to Building 2 -41 made to facilitate work will be removed, replaced, or repaired.
5.0 OPERATION AND MAINTENANCE
Because this is a removal action, no long- or short -term operation and maintenance
requirements are required.
6.0 MONITORING
No long- or short -term monitoring will be performed.
7.0 SCHEDULE
A preliminary schedule for the work described herein is provided in Figure 4.
8.0 INTERIM MEASURE CONSTRUCTION QUALITY ASSURANCE
Construction quality assurance requirements will be implemented and verified by the
construction engineer according to the checklist provided in Table 1.
February 1, 1999
0030 1 \002\ 105\im\imworkplanrev4 _r.doc:cjw
page 11
Task Name
Duration
Start
Finish
99 j Feb '99 Mar '99
128
[ A r '99
May '99 1 Jun '99
[Jul '99
Au
10 [ 17 [ 24 31 [ 7 [ 14 [ 21 [ 7 [ 14
121
[ 28 1 4 111 1
18 12511 2 1 9 [ 16 [ 23 [ 30 [ 6 1 13 [
20 [ 271 4 [ 1
1 [
18 1
25
1
Work Plan Approval
36 days
2/3/99
3/24/99
• .. .
;
..'
•'''.,.:.
EPA Review
4.2 wks
2/3/99
3/3/99
Finalize
3 wks
3/4/99
3/24/99
Permitting
85 days
2/3/99
6/1/99
Construction
3 wks
6/7/99
6/25/99
Completion Report
30 days
6/28/99
8/6/99
Project: IM Schedule
Date: 2/1/99
Task
Split
Progress
Milestone
Summary
Rolled Up Task
Rolled Up Split
Rolled Up Milestone O
Roiled
External
Project
Up Progress
Tasks ,,.;;1. `:"'.;,= ".`.,''.�
♦
Summary
Page 1
Interim Measure Work Plan Pen tec
Table 1 Interim measure checklist.
Description
Criteria
Inspection
Method
Performed
by
Approval
(initial)
1. Stake excavation
area
2. Sediment
manifesting
3. Spill prevention
4. Sampling
5. Decontamination
Backfill
7. Excavation depth
8. Water quality
± 2 inches
NA
No Teaks in pump /piping
Place CKD in mixing tank
No free liquid in stabilized soil in
roll -off boxes
Verify no Teaks in Baker tanks
after liquid placement
Place plastic under roll -off area
Sample fill for SQS — lab
analysis
Decontaminate hoe bucket,
pumps, tanks, hand tools,
vac -truck
Medium to fine sand — see
Section 4.3.3 requirements
3 ft ± 2 inches
Cover excavation area at day's
end with geotextile
Weight down geotextile with
brick spaced maximum 3 ft
apart
Silt curtain and absorbent boom
in place
Tape measure
Visual
Visual
Visual
Visual
Visual
Visual
Review data
Visual
Visual
Measure (tape
measure or
equivalent)
4 corners and
2 locations in
midsection
Visual
Visual
Visual
Construction
Engineer
Boeing
Representative
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
Construction
Engineer
February 1. 1999
00301\ 002\ 105\im \imworkplanrev4_r.doc:cjw page 13
Interim Measure Work Plan Pentec
9.0 REPORTING REQUIREMENTS
Daily reports will be prepared in the field by the on -site construction engineer. The reports Q
will be prepared throughout the day and be completed for each day before the construction ;}- w
engineer leaves the site. The reports will be prepared on preprinted forms in ink. The reports 6 =
will be maintained in a dry, secure location. The daily reports will include the following J V'
0
information: CO w`
W 2'.
• Construction engineer's name w O;
• Date g
Q�
• Tidal information N <
• Weather (temperature, precipitation, other observations) I w.
• Equipment on site ? F-;
Personnel (contractors, visitors, agency) Z Off,
LU ui
• Work start and end time 2 D:
• Work performed p u) .
0 H.
Testing /inspections performed w w'
• Problems /issues
U •
• Critical conversations /directions received or given
uiN,
• Materials brought on site :V =
• Wastes /debris disposed off site 0 ~
• Other pertinent information (sketches, test data, unknown conditions, etc.)
Daily status reports will be prepared by the construction engineer and submitted to Boeing.
Progress updates will be provided to the EPA as requested.
A Completion Report documenting interim measure efforts and results will be prepared.
The report will include a description of the project participants and their responsibilities, the
work completed, treatment and disposal actions, quality control efforts and documentation,
and "as- built" drawings.
February 1. 1999
00301 \002 \105\im\imworkplanrev4 _r.doc:cjw
page 14
Appendix—
Sampling Data
4-
6
Wi
:0.0!
,W W:
W =!...
2
g
�s `.
•
z.
W W
V
i0 N..
111.1
IL f-;
WN'`
LZ
Table 1 Summary of collection data for core and composite samples from under Building 2-41,
collected September 15 (Round 1) and December 15 (Round 2), 1998.
Station Sampling Core Penetration Recovery Length Composited
Designation Date Core ID Number (ft) (ft) Sample ID Number Disposition
Round 1
CEN-01 9/15/98 SD2[-DUVV-00 3.0 0.7 SO2O'DUVV'08 Analyzed
CEN'01 9/15/98 SD2C-DUW-13 2.9 0.6
UP'01 9/15/08 SD2C-DUVV'04 3.2 0.7 SD2C'DUVV'04 Analyzed
UP'01 8/15/98 SD2C'DUVV'06 3.2 0.7
UP'02 9/15/98 SO2C'DUVV'03 3.0 1.3 SO2O'DUVV'03 Analyzed
DVVN'01 9/15/98 SD2O'DUVV'87 3.0 1.6 SD2C'OUVV'07 Analyzed
DVVN'02 9/15/98 SD2C'DUVV'02 3.0 1.7 SO2C'DUVV'02 Analyzed
R(V'O1 9/15/98 8D2C'DUVV'08 3.0 1.0 SD2C'OUVV'06 Analyzed
R|V'02 9/15/98 SD2C'OUVV'01 3.0 2.1 SO2C'DUVV'01 Analyzed
Round 2
8H-01 12/15/98 SD2C'OUVV'17 3.0 1.1 SD2C-DUW-17 Analyzed
UP-1.5 12/15/98 SD2C'OUVV18 3.0 1.5 SD2C-DUW-18 Analyzed
R|V'1.5 12/15/98 SD2C'DUVV'19 3.0 1.6 SD2C-DUW-19 Analyzed
Shoreline Management Act
Permit Data Sheet and Transmittal Letter
From: To:
City of Tukwila Department of Ecology, Shoreline and
Department of Community Development Office of the State Attorney General
6300 Southcenter Blvd. Suite 100
Seattle, WA 98188
Date of Transmittal: September 2, 1999 Date of Receipt:
Type of Permit: Substantial Development
Local Government Decision: Approval
Applicant Information:
Name: THE BOEING COMPANY
Address: P.O. Box 3707 mc/19 -35
Seattle, WA 98124
Applicant's Representative:
Name: Mr. Rick Ford
Address: P.O. Box 3707 mc/19 -35
Seattle, WA 98124
Wiz. •
JU'.
`0 O'
.N
Gnu.
w=
J I—;
wO.
12%;.
V,
"- —.0
•«z.
• Is the applicant the property owner? YES v co,
O
Location of the property: 8123 E. Marginal Way S., Tukwila, WA z
Water Body Name: Duwamish River
Shoreline of Statewide Significance: YES
Environment Designation: Urban
Description of Project: Remove 40 cubic yards of contaminated soil underneath the
Boeing 2 -41 building as it overhangs the Duwamish River mudflat. Clean gravel will
replace the contaminated soil.
Notice of Application Date: June 22, 1999 Final Decision Date: September 1, 1999
By: Vernon Umetsu, Associate Planner, City of Tukwila
Phone Number: (206) 431 -3684
\ \TUK2 \VOL3\ HOME \VERNON \99 1BOENG1 \SHORECOV.doc
. Sharel , pie Manaaemerit Act. of 1971
PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT
File Number: L99 -0027
Status: APPROVED
Applied: 03/30/1999
Approved: 08/27/1999
Expiration: 08/26/2001
Pursuant to RCW 90.58. a permit is hereby granted to: BOEING
to undertake the following development:
REMOVE 40 CY OF CONTAMINATED SOIL UNDERNEATH 2 -41.
Site is in the Duwamish River mudflat. Clean
gravel will replace the contaminated soil.
upon the following property:
' Address: 8123 EAST MARGINAL WY Si
Parcel No: 000160 -0020
i --
Sec. /Twn /Rnge: Sec. 28.33.32 (por) / Twn. 24 / Rge.4E
THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER
AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE
SIGNIFICANCE AND I'S DESIGNATED AS AN URBAN ENVIRONMENT.
The following master program provisions are applicable to this development.:
King Co. Shoreline Use Goal
Obi.3; .Eton. Devel. Obi.3; Con -
servn. Pol. 5.2
Development pursuant to this permit shall be undertaken pursuant to the
attached terms and conditions.
This permit is granted pursuant to the Shoreline Management Act of 1971 an
nothing in this permit shall excuse the applicant from compliance with any
other Federal. State or local statutes, ordinances or regulations
applicable to this proiect, but not inconsistent with the Shoreline
Management Act (Chapter 90.58 RCW).
This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the
permittee fails to comply with the terms or conditions hereof.
CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR I'S NOT AUTHORIZED
UNTIL TWENTY -ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF
ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC. 173 -14 -090. OR UNTIL ALL
REVIEW PROCEEDINGS INITIATED WITHIN TWENTY -ONE (21) DAYS FROM THE DATE OF
SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c).
Date: 1-1- 15
Steve Lancaster
Director, Planning Department
Construction or substantial progress toward construction must begin within
two years from date of issuance. per WAC 173 -14 -060.
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
MEMORANDUM
To: Jack Pace, Planning Manager
From: Vernon Umetsu, Associate Planner
Date: August 27, 1999
RE: File No. L09 -0027 (Shoreline Substantial Development Permit for Boeing Debris
Removal)
PROJECT FILE NO. L99 -0027
APPLICANT: The Boeing Company
PROJECT LOCATION: 8123 East Marginal Way South (Boeing Plant 2, Building 2 -41) in the
Duwamish River mudflat (see Attachment A, Exhibit A). The construction site is located beneath
the building's southwest corner, in the intertidal area that it overhangs.
EXISTING SITE USE: The general site is used for heavy industrial aircraft development and
manufacture. An existing building (Boeing Plant 2, Building 2 -41) overhangs the river on wooden
piles by approximately 30 to 40 feet as the shoreline varies in location. The shoreline rises
approximately five feet above the ordinary high water mark (elev. 4.4 ft. NGVD), on a riprapped
river bank.
The immediate construction site is beneath the building overhang, adjacent to the riprap river bank.
The existing construction site condition is summarized as an unvegetated mudflat.
PROJECT DESCRIPTION: The applicant proposes to remove 40 cubic yards of contaminated
soil in conformance with the Plant II Consent Order issued by the EPA to Boeing, and pursuant to
Federal contaminated site clean-up provisions (see Attachment A, Exhibits B and C). The removed
soil would be replaced with clean gravel and sand, and existing contours would be restored.
Contaminated soil and associated water will be temporarily held on site while drying. Soils and
solid materials will then be transported to a hazardous waste landfill.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
•
pAtN
Shoreline Substantial Developmen, . %ermit Staff Report
L99 -0027: Boeing Building 2 -41 Debris Removal
Page 2
Decanted water from the contaminated soil and ponded water in the excavation will be vacuumed
and stored in containers for testing. Disposal shall be either into the sewer system with an
industrial waste discharge permit or to a hazardous waste disposal facility.
The construction would be no greater than 50 ft. by 50 ft., as needed to deploy equipment to
vacuum excavate a by 17 foot by 20 foot by three foot deep hole for contaminated soil removal.
Construction site access would be from above, through a hole cut into the building floor.
Additional information is provided in the attached Shoreline Substantial Development Permit
application and its exhibits..
SHORELINE MANAGEMENT PROGRAM PROVISIONS AND REGULATIONS
IMPACTS ON (AND CONSISTENCY WITH) SHORELINE POLICIES
The proposed contaminated site clean up will remove unhealthy levels of lead contaminants from
the natural environment in a manner which an environmental analysis has determined will have
no significant adverse impacts (City of Tukwila SEPA file E99- 0014). The most applicable King
County Shoreline Master Program provisions are identified below.
Shoreline Use Element Goal:
Preserve or develop shorelines, adjacent uplands and adjacent water areas in a manner that
assures a balance of shoreline uses with minimal adverse effect on the quality of life, water and
environment.
Objective 3: Where appropriate, land and water uses should be located to restore or enhance the
land and water environments.
Economic Development Element
Objective 3: Shoreline economic development which may have significant or substantial
detrimental effect on either land or water environment should be constructed and operated in a
manner to minimize these effects.
Conservation Element
Policy 5.2: Shoreline activities, and developments should be planned, constructed and operated
to minimize adverse effects on the natural processes of the shoreline, and should maintain or
enhance the quality of air, soil and water on the shoreline.
CONSISTENCY WITH KING COUNTY SHORELINE REGULATIONS
The project site is designated "URBAN ENVIRONMENT" in the King County Shoreline Master
Program.
The excavation of 40 cubic yards of contaminated soil in the mudflat (floodway) is subject to
consistency with KCC 25.16.190.I: "Excavation or dredging below the ordinary high water mark
Q:\99\BOENG1\Shorestf.doc
Shoreline Substantial Development . iermit Staff Report
L99 -0027: Boeing Building 2 -41 Debris Removal Page 3
shall be permitted only ...when necessary to mitigate conditions which endanger public safety or
fisheries resources;..."
Contaminant removal was determined to be necessary to preserve public health and safety, and is
being done pursuant to an Administrative Order on Consent [RCRA Docket No. 1092-01-22 -
3008(h)] issued by the Environmental Protection Agency to the applicant. The State of
Washington Dept. of Ecology has determined that it will not require an individual water quality
certification and CZM Consistency Response (Kenny, 4/1199 (attached)).
CONCLUSIONS
Based on the above information, the proposed contaminant clean-up is determined to be consistent
with the applicable Shoreline Master Program Goals, Objectives and Policies, and Shoreline
regulations.
No City of Tukwila building, hauling or flood control permits are required.
RECOMMENDATION
Approval of a shoreline substantial development permit is recommended as proposed.
Attachments
A. Shoreline Substantial Development Permit Application
B. SEPA Threshold Determination of Non - significance
Q:\99\BOENG1\Shorestf.doc
z
w W
6
J U;
U O;
co
co w:
W ='
J I-r
W O}'
u_ Q'
= d:
►- _
z�
1- O.
zt—
ILI au
Um.
'O N1,
wW
U
u- Z
• al co,
H
O.
Z
CITY OF TWCWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
SHORELINE
SUBSTANTIAL
DEVELOPMENT PERMIT
(P- SHORE)
APPLICATION
FOR: STAFF :USE ONLY
Planner:,.:
Ozi,Co
tit e—rfci
ReceiptNumber:
Application,complete (Date:.
;Application incomplete (Date:
File Number: i... �� - oO .7
Project File #: i K8-991 -QC) 7
SEPA`File #:
Ol
I. PROJECT BACKGROUND
A. NAME OF PROJECT /DEVELOPMENT: 2-¢/ 1.7E2,i2 /6
.20movAa 1
B. LOCATION OF PROJECT /DEVELOPMENT:
STREET ADDRESS: 5123 E • M A. 2 t. I NI A. L.
w•. Y 60 •
ASSESSOR PARCEL NUMBER: 1701,161- a02O
LEGAL DESCRIPTION: S e 6 A rrA A/EJD
28, 33,
Quarter: Section: 32 Township: 24 Range: ' E (This information may be found on your fax statement)
C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent)
NAME: A R-o -- Spat rw
a.
ADDRESS: PO Bolt 3707 riot. tet •3S ,
PHONE: ZOL hoSS f5$6
SIGNATURE:
E
w• aetz4.
DATE:
Z
�W •
6D'
00
CO
AU •
.1
0) LI-
W
u. <,
(12d
•
1- _
Z �..
H O.
Z1-.
0
u
1- U
u. 0
z.
w
) N.
Z
D. PROPERTY OWNER DECLARATION
The undersigned makes the following statements based upon personal knowledge:
1. The Boeing Company is the current owner of the property which is the
subject of this application.
2. All statements contained in the application are true and correct to the best
of my knowledge.
3. The application is being submitted with my knowledge and consent.
4. I understand that conditions of approval, which the City and applicant
have jointly agreed may not be completed prior to final approval of the
construction (e.g., final building permit approval) will be incorporated into
an agreement to be executed and recorded against the property prior to
issuance of any construction permits.
I declare under penalty of perjury under the laws of the State of Washington and the
United States of America that the foregoing statement is true and correct.
EXECUTED at .S4ArTZJ
—/D , 4498-r
(city), 14/ 4 (state), on
(Print Name)
PD Box -57P7 ,.,4 19 -35 se,4rrT6 w+ 9St2¢
(Address)
206 4 SS -90819
(Phone Number)
✓L.Gai/ '7-ai
(Signature)
Subscribed and sworn to before me this
/orb' . ay of fi •, ' ,1999
is in and.for the St
Washi "on, residing in
My Commission expires : / ••
z
z-
re 2
oo
CO
w ='
w o,
g-J
co
= d.
w
z�
o
Z
U�
=w
U,
6
w
Z;
0
z
E: CURRENT ZONING OF PROPEL. ,': MIC /H
1
F. PRESENT USE OF PROPERTY: Aircraft Manufacturing
G. SHORELINE ENVIRONMENTAL DESIGNATION: URBAN
H. GENERAL DESCRIPTION OF SURROUNDING LAND USES: (Within 1,000 feet in all directions from the development
site.) AIRCRAFT MANUFACTURING FACILITIES AND SUPPORTING OFFICE AREAS
1. TOTAL CONSTRUCTION COST & FAIR MARKET VALUE of the proposed development: (Include additional
future phases of development contemplated but not included in current proposal.) $15 ,000.
J. BRIEF NARRATIVE DESCRIBING PROPOSED IMPROVEMENTS: Removing 40 yd. of contaminated
soil (elevated lead levels) and replacing with clean gravel and sand.
K. PORTION OF PROPOSED ACTIVITY ALREADY COMPLETED: (If any portion or phase of the proposed activity is already
completed on subject site, indicate month and year of completion.)
L. PROPOSED STARTING DATE: June, 1999 . 1 or 2 days
.
ESTIMATED COMPLETION DATE OF CONSTRUCTION ACTIVITY: June, 1999
(If project will be constructed in stages, indicate dates:)
•
M. TYPE AND EXTENT OF RECONSTRUCTION OF RIVERBANK (IF ANY) AND PROPOSED RIVERBANK VEGETATION:
The surface of the fill will be graded by hand to match the existing
1
contours of the site.
N. IF PROPOSED ACTIVITY TO CAUSE FLOODING OR DRAINING OF WETLANDS, INDICATE IMPACTED AREA (acres):
SSDPMT.DOC 7/3/96
3
,/""",,1
O.
TYPE AND EXTENT OF PUBLIC ACCESS PROPOSED (if any): N/A
P.
SETBACK OF PROPOSED PARKING/LOADING /STORAGE AREAS AND PROPOSED SCREENING: (setback measured
from mean high watermark.) N/A
Q.
HEIGHT AND SETBACK OF ALL PROPOSED BUILDINGS AND STRUCTURES: (height measured from average grade
level to the highest point of the structure, or mid -point of pitched roof; setback measured from mean high water mark)
N/A
R.
MEASURES PROPOSED TO PROTECT WILDLIFE AND FISH HABITAT IN AND ALONG RIVER:
The project in itself will improve wildlife habitat by removing the
contaminated sediment.
II. TO BE COMPLETED BY LOCAL SHORELINE OFFICIAL
A. NATURE OF EXISTING SHORELINE: (Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway,
delta; type of beach, such as erosion, high bank, low bank ank or dike; type of material, such as sand, gravel, mud, clay, rock,
riprap; and extent and type of bulkheading, if any.) The riverbank is a riprapped low bank,
becomming a 75+ foot wide mud flat, before abruptly terminating at the dredged,
Duwamish River channel. The Boeing Plant 2 overhangs the bank and mudflat
contaminated area is roughly at the foot of the bank.
B. RESIDENTIAL VIEWS OBSTRUCTED BY STRUCTURES OVER 35' IN HEIGHT: (In the event that any proposed
buildings or structures exceed a height of 35' above average grade, indicate the approximate location of, and number of,
residential units, existing and potential, that will have views of the shoreline obstructed by the proposed development.)
WON(
C. CONDITIONAL USE OR VARIANCE REQUIRED: (If a conditional use is required, state in full that portion of the Master
Program which provides that the proposed use may be a conditional use, or, if a variance is required, that portion from
which the variance is being sought. /i4/0 a.(
SSDPMT.DOC 7/3/96
4
III. OTHER PERMITS REQUIRED FOR THIS PROJECT
Indicate permits for which you have applied or will apply to the federal government, the State, City of
Tukwila and other agencies; include permit application date, whether the permit is pending, approved or
denied, and the permit number.
❑ Tukwila Conditional Use Permit
❑ Tukwila Variance Permit
❑ Tukwila SEPA Environmental Checklist
SEPA Lead Agency:
SEPA decision date:
❑ Tukwila Design Review
❑ Tukwila Preliminary Plat Approval
❑ Tukwila Flood Control Zone Permit (per Flood
Ord. #1462)
❑ Tukwila Storm Drainage Permit (per Ord. 1755)
❑ Tukwila Land Altering Permit (per Ord. 1591)
❑ Archaeological Excavation Permit (WA
DCD /Office of Public Archaeology)
❑ Section 106 Review (WA DCD /Office of Public
Archaeology)
❑ Coastal Zone Management Certification (WA
Dept. of Ecology)
® Hydraulic Project Approval (HPA) (WA Dept. of
Fish & Wildlife)
QApproval to Allow Temporary Exceedance of
Water Quality Standards (WA Dept. of Ecology)
in National Pollutant Discharge Elimination
System (NPDES) Permit (WA Dept. of Ecology)
(Nationwide Permit) (WA Dept. of Ecology)
❑ Aquatic Lease (WA Dept. of Natural
Resources)
X71 Section 401 Water Quality Certification
LaJ Nationwide Permit (WA Dept. of Ecology)
❑ Section 404 or Section 10 Permit (Army Corps
of Engineers)
PERMIT #
❑ Other:
SSDPIv1T.DOC 7/3/96
APPLICATION DATE DATE APPROVED
3 -4O -4g
3-io-44
5
IV.
IMPACTS ON SHORELINES POLICIES
A.
SHORELINE MASTER PROGRAM POLICIES APPLICABLE TO PROJECT: (List the Tukwila or King County Master
Program sections, goals and/or policies, including page numbers, which apply.)
King County Shoreline Master Program -
P.1 GOAL: Perserve or Develop shorelines, adjacent uplands and adjacent
water areas in a manner that assures a balance of shoreline uses with
minimal adverse effect on the quality of life, water and environment.
P.2 OBJECTIVE 3.
B.
COMPREHENSIVE PLAN POLICIES APPLICABLE TO PROJECT: (List the Comprehensive Plan sections, goals and/or
policies, including page numbers, which apply.)
Tukwila Comprehensive Plan - Shoreline
Goal 5.10. p. 65
Policy 5.10.1 p. 65
V. SHORELINES DESIGN POLICIES
All projects in the Shoreline Zone must be consistent with Tukwila's Comprehensive Plan and
Shoreline Master Program policies (or King County's Shoreline Master Program if project located
north of the 42nd Avenue bridge). In addition, all structures requiring a building permit (except
single family development of 4 or fewer lots) located in the Shoreline Zone must undergo design
review with the Tukwila Board of Architectural Review (BAR). The BAR's decision is based on design
guidelines contained in the Zoning Code (TMC 18.60.050) and the Tukwila Comprehensive Plan (see
DESIGN REVIEW APPLICATION).
The SHORELINE MASTER PROGRAM POLICIES and Comprehensive Plan's SHORELINE
DESIGN POLICIES are summarized below. Note that more than one category may apply. In some
cases, the goal for the use or area is noted to provide context for the design policies.
NOTE: a) If your project requires a building permit you must meet additional criteria
in DESIGN REVIEW APPLICATION.
b) If your project requires a variance, you must meet additional criteria in
VARIANCE PERMIT APPLICATION.
c) If your project requires a conditional use permit, you must meet additional
criteria in CONDITIONAL USE PERMIT APPLICATION.
TUKWILA SHORELINE MASTER PROGRAM POLICIES (King County shoreline policies follow)
A. ECONOMIC DEVELOPMENT ELEMENT
1. Commercial /industrial development along the shorelines should not favor outside interests at
the expense of the local population.
2. Locate commercial /development in areas with low potential for recreation or other
public uses.
3. Preference should be given to commercial /industrial development that will provide an
opportunity for a substantial number of people to enjoy the shoreline.
SSDPMT.DOC 7/3/96
•
6
Puget
Sound
Harbor Island
West Seattle
a,
� c
0
tub
c
N
1
-_ :
_,•
.!..1; \ . -- -
41,4„4..
-i P'
'
r -77,;7": '\.War.,
• _ • • Tank •
41 BM '. `` .�.
O
2 C ' ('y■,_
BM. s0
Site Location
•1
1
So
th Paint
Site Location
NOT TO SCALE
APPROXIMATE SCALE IN FEET
0' 1000' 2007 4000'
Inset prepared from
USGS 7.5x15 Minute Quadrangle
Seattle South, Washington
,91(
Duwamish Sediment Other Area,
Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
Figure 1
Vicinity map.
1/11/98 Fig_1.FH7
z
r4 w
6 U O
• .
rn U
CO
W
J
• LL:
w 0:
g J.
ll.<
co
Z 1-
U�
ui
U'
U-
17:
' •
z
[ Total Lead 266 mg/kg]
Total Lead 890 mg/kg
Total Lead 628 mg/kg
Total Lead 1640 mg/kg
-- Total Lead 372 mg/kg
Total Lead 468 mg/kg
' l Total Lead 3120 mg/kg
Total Lea d 132 mg/kg
Total Lead 4620 mg/kg
Edge of Building 2 -41
Duwamish River
Total Lead 5710 mg/kg
\\,
Excavation
(Slopes 1 : 1 )
APPROXIMATE SCALE IN FEET
0
5
10
20
Duwamish Sediment Other Area, Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
Figure 3
Sediment sample locations, total lead,
and area to be excavated.
2/1/99
DEBRIS.DWG
,.;. !
It
LL
0
g
u_
Z H>
I-0'
Z tr i
W W;
U U'
0
W u
~O
Z ;.
U =i
0
Z
.w•OOMR 9U1
q.
Building 2 -10
'Site Location
Building 2-41
Building
ti
Building f
2-49 2-66
J it JI
Building 2 -41
SH-01
•
CEN-01 UP -02
• • • • ••
OWN-02 OWN-01 UP -01 UP -1.5
•
RN -01
•
RIV•1.5
•
AN -02
Building 2 -44
APPROXIMATE SCALE IN FEET
0' 25' 50' 100'
Duwamish Sediment Other Area, Interim Measure Work Plan
Boeing Plant 2, Tukwila, Washington
for The Boeing Company
Figure 2
Sediment core locations.
1/229 coaojoc.dwg
...�
�
LEGAL DESCRIPTION
A tract of land between the Duwamish Waterway as established by Commercial Waterway
District No. 1 of King County, Washington and East Marginal Way South in Sections 28,
32 and 33, Township 24 North, Range 4 East, W.M., described as follows:
Beginning at the southeast corner of said Section 28, thence South 88' 09' 49 East along
the south line of said section 35.92 feet to a point on a curve of the easterly margin of 16th
Avenue South from whence the center bears North 81' 09' 46" West 1960.08 feet, said
point also being the True Point of Beginning of herein described tract of land; thence
northerly along said easterly margin and said curve 235.12 feet to the Point of Tangency;
thence continuing along said easterly margin North 01' 57' 52" East 534.24 feet to a
point of intersection with the southwesterly margin of said East Marginal Way South, being
65 feet distant from, as measured at right angles to, the centerline of said East Marginal
Way South; thence along said southwesterly margin of East Marginal Way South on the
following courses: South 47' 52' 50" East 1188.99 feet to the south line of said Section
28; thence South 88' 09' 49" East along said south line 23.20 feet; thence South 47
52' 50" East 761.49 feet to the Point of Curvature of a curve to the right of radius 2814.67
feet; thence southeasterly along said curve 1245.10 feet to the Point of Tangency; thence
South 22' 32' 06" East 164.10 feet to an intersection with a line parallel with and 825
feet southerly of, measured at right angles to, the north line of the John Buckley Donation
Land Claim No. 42; thence leaving said southwesterly margin of East Marginal Way South
and proceeding along said parallel line North 89' 11' 40" West 1386.56 feet to a point
on the northeasterly right —of —way line of said Duwamish Waterway, said point being on a
curve from whence the center bears South 53' 47' 50" West 1969.12 feet; thence
northwesterly along said right —of —way line and said curve 400.62 feet to the Point of
Tangency; thence North 47' 51' 36" West along said right —of —way line 1067.57 feet to
a point on the westerly line of that 11 foot vacation of 16th Avenue South as recorded in
volume 38, page 455 of King County Council records dated June 24, 1940; thence North
13' 00' 45" East along said westerly line 384.20 feet; thence continuing along said
westerly line North 14' 06' 24' East 303.65 feet to the True Point of Beginning.
z
ce
U•
o o
w =`
co
LL
w 0.
u_¢
C a:
�w
Z
O'
Z
Ili al'
•U
O—
.0I-.
ww
Z
H U
id
rz
z
1,
AFFIDAVIT
ONotice of Public Hearing
Notice of Public Meeting
LI Board of Adjustment Agenda.
Packet
OBoard of Appeals Agenda
Packet
flPlanning Commission Agenda
Packet
J Short Subdivision. Agenda
Packet
OF DISTRIBUTION
hereby declare that:
ONotice of Application for
Shoreline Management Permit
OShoreline Management Permit
was mailed to
Determination of Non-
significance
LI M.itigated Determination of
Nonsignificance
••■•■■■•
Determination of Significance
and Scoping Notice
Notice of Action
Official Notice
21-.(‹her/144e
(VIA41
Other
each of the following addresses on
Name of Project .
File Number 21-0d7
/IN Signature
14-0
NOTICE OF APPLICATION:
SHORELINE DEVELOPMENT PERMIT AND
ENVIRONMENTAL (SEPA) REVIEW
DATED June 22,1999
PROJECT INFORMATION
The applicant proposes to remove 40 cubic yards of contaminated soil in conformance with the Elliott
Bay /Duwamish Consent Order issued by EPA to Boeing, pursuant to the Federal Resource Conservation
and Recovery Act.. Excavation of a by 17 foot by 20 foot by three foot deep hole will be from a hole cut in
the building floor. Contaminated soil and water will be temporarily held on site while drying. Materials
will then be transported to a hazardous waste landfill.
The project site is located at 8123 East Marginal Way South (Boeing Plant 2, Building 2 -41), under the
building's southwest corner in the river intertidal area that the building overhangs.
Permits applied for include:
Required Permit
Agency with Jurisdiction
E99 -0014: State Environmental policy Act threshold determination.
City of Tukwila
L99 -0027: Shoreline Substantial Development Permit
City of Tukwila
401 Certification/Water Quality Certification/Modification
Wash. State Dept. of Ecology
Hydraulic Project Approval
Wash. State Dept. of Fisheries
Section 10/404 Permit or Nationwide Permit No. 38, Clean -up of
Hazardous and Toxic Waste
U.S. Army Corps of Engineers
Other known required permits include: None.
FILES AVAILABLE FOR PUBLIC REVIEW
The project files for City of Tukwila permits are available for review at the City of Tukwila Department of
Community Development (DCD) permit counter, located at 6300 Southcenter Boulevard, #100. Please call
206 - 431 -3670 to ensure that the files are available.
OPPORTUNITY FOR PUBLIC COMMENT
Your written comments on the project are requested. They must be delivered to DCD at the address
above or postmarked no later than 5:00 p.m., July 23, 1999 per WAC 173 -27- 110(2).
Opportunity for additional written public comments will also be available during the comment period
on the environmental (SEPA) threshold determination per WAC 197 -11- 502(3). Please ensure being
notified of this opportunity by calling the Department of Community Development at 206 - 431 -3670.
APPEALS
You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at
206 - 431 -3670. Appeals are reviewed based on TMC 18.90. For further information on this proposal,
contact Vernon Umetsu at 431 -3684 or visit our offices at 6300 Southcenter Boulevard, Suite #100,
Monday through Friday, 8:30 a.m. to 5:00 p.m.
Application Filed: March 9, 1999
Notice of Completeness Issued: April 2, 1999
Notice of Application Issued: June 22, 1999
Q: \99 \BOENG1 \NTC- APP.DOC
•
1 g 1
E , 0) ;
E
o ! N .
I
LI
1 Q) i
d ; J ■
-J
c�I m
o!
1 H. :
•
•
W
0
cr
0
tn
0
Duwamish River
DEBRIS.DWG
Z
re
O - 0
co 0
W=
J F-•
O'
LL ‹.
▪ _;.
Z H.
H O'
W
0 co
,O —
0 II•-
W W'
H V.
— O.
W Z,
U --,
O �
{
Z.
* * ** ***** * * * * * * ** * * * * * ** * ** * * ** *** * * **tN
*! BATCH. NUMBER ZW
*! CUSTOMER NAME PERKINS COIE:LLP
�.�aa.a - - - aa.�►
■
000160 - 0001 -05
SOUTH PARK MARINA LTD PARTN380807
8604 DALLAS AVE S 98108
SEATTLE WA
000160- 0023 •09 76A030
JORGENSEN . FORGE . C7RP
C/O DOUG.JAMES
8531.E MARGINALWAY.S 98108
SEATTLE WA
000160 0044 -04 774245
DUWAMISI PROPERTIES
PO BOX- 17217: 97217
PORTLAND °OR
000160 - 0049-09:
KING'COUNTY.
500.K,C.ADMIN SLOG,
SEATTLE WA -
.
218500-0005-08'
THE BOEING.COMPANY,
PO'BOX:3703 M /S.01E -09
SEATTLE.-WA.
218500-0475-09
HALVORSEN AM ' C. ELWARD
10002:AURORA'AVE N:45546:
SEATTLE. WA.
790202 ,
98104
650035
98124
829999.
98133
SEATTLE WA
98121
218500- 0895 -01`,
SOUTH, PARK. MARINA.LTD.PARTN359999
8604 • OALLAS, AVE S•
SEATTLE WA 98108
218560- 0025 -01
SOUTH PARK,MARINE.LTD PARTN359999
8604: DALLAS: AVE S.
SEATTLE WA 98108
218560 - 0070-05.
SOUTH PARK. MARINE LTD PARTN359999
8604 DALLAS AVE S
SEATTLE WA 98006
322404 - 9002-09
LONG T M 751066
P0.9UX 0-81435
SEATTLE WA 98108
322404-9003-08
CHILDERS GEORGE. M F0176
1040 S ELMGROVE
SEATTLE. WA 98108
322404 - 9004-07'
LONG TYRNN ME'ANNE L 530554;
17520 SE 60TH ST.
BELLEVUE WA:
322404 - 9037 -08
LONG ANNE L'
17520 SE 60TH ST
SEATTLE WA
000000- 0000 -00
98006'
741465
98006
j
* * ** *4444 * *4 *444444 *44 * 4444 * * *:
* * * * * * ** *444444* *4444** * * *** * *4 **:
* * * * * ** * *4 *44444441 *444 *444444 *4 *;
* * *, * * * * ** *44444* ** * * * * * * * * *4 * **#
z
W •
6g:
•J U
coo;
•
w w
W= wO
2
LL •
=O:..
�._
zg
I- O
Z
2 j
n p?
1-!
'w w
.z
1- -'.
;LLB?
.z .
V �
z
2185001'049505
HARDEN: J0HNi. Th
1206' 5 SOUTHERN , STS
SEATTLE'; WA:
•
218500-0520 -04.•
D' ANTUNA ••OSCAR.: F
8108 12TH .AVE S:
SEATTLE:WA
609999
809999:
98108
218500 - 068505
MCNEIL TIMOTHY ;'L #DE80RAH! W . 889999
8112 : DALLAS' AVE S
SEATTLE : WA ° . 98108.
.
218500 - 0695-03-
HMH. L.L.C::
221 F S4i: 153RD STE 224 .;
SEATTLE: WA
218500-0825 -06.
SLEMKO DANIEL': ALAN.
1225 S SOUTHERN 51:
SEATTLE WA,
AAni . n
719999
98166
799999
98108
2185001q086002'
RENN COMPANY :INC`05205 781280
3161 ELLtOTT :AVE;
SEATTLE WA
98121
218500t-0895-01Y
SOUTWPARK :HARINA.LTD,PARTN359999
8604 - DALLAS; AVE S;
SEATTLE WA, 98108
218560- 0025 -01;
SOUTH PARK,MARINE:LTD PARTN359999
8604 DALLASS' AVE S:
SEATTLE WA . 98108
218560-0070 -05.
SOUTH PARK• :MARINELTD PARTN359999
. ?.`.
Dan Bentler
8604 Dallas Ave. S.
Seattle, WA 98108
William Gaines
8604 Dallas Ave. S.
Seattle, WA 98108
Adrian Ionescu
8604 Dallas Ave. S.
Seattle, WA 98108
Che'Maio
8604 Dallas Ave. S:
Seattle, WA 98108
Mike Muir
8604 Dallas Ave. S.
Seattle, WA 98108
Richard. Srok
8604 Dallas Ave. S.
Seattle, WA 98108
sovre -f PA 2K MokiC.? foti t(S
S GO+ 4& l -it! -S Ave . S .
Bryce Brisbin
8604 Dallas Ave. S.
Seattle, WA 98108
1lZ
_ --‘,.
:1--Z
G. P. Hewes
8604 Dallas Ave. S. W p:
Seattle, WA 98108 .0 O
p
u.i
W O1,
Richard A. Lajambe •
8604 Dallas Ave. S. W D
Seattle, WA 98108 • = • d.
• t— W
.• 1-.0i
•Z
U N;
':0 —i
2 W
O..
,0
Paul T. Marlow
8604 Dallas Ave. S.
Seattle, WA 98108
Joe Nahan
8604 Dallas Ave. S.
Seattle, WA 98108
Faye M. Cheesman'
8544 Dallas Ave. S.
Seattle, WA 98108 •
Big 0 Tire Stores
8510 Dallas Ave. S.
Seattle, WA 98108
Rg5 ►D c s S 544- 86o er- S Ave
James E. Leedom
8546 Dallas Ave. S.
Seattle, WA 98108
Evergreen West Wholesale
8700 Dallas Ave. S.
Seattle, WA 98108
Resident Resident
1212 S. Southern St. 1236 S. Rose St.
Seattle, WA 98108 Seattle, WA 98108
Belvin L. Graham
1239 S. Rose St.
Seattle, WA 98108
Resident
1046 S. Elmgrove
Seattle, WA 98108
Dekker Engineering Inc.
8604 Dallas Ave. S.
Seattle, WA 98108
South Park Mobile Home Court
8604 Dallas Ave. S.
Seattle, WA 98108
•
Resident
1240 S. Rose St.
Scattic, WA 98108
Resident
1054 S. Elmgrove
Seattle, WA 98108
Evergreen Boat Transport Co.
8604 Dallas Ave. S.
Seattle, WA 98108
218500 - 0505 -03
TEMPLETON SCOTT F
1202 S SOUTHERN ST
SEATTLE WA 98108
Ronald Elliott
8522 Dallas Ave. S.
Seattle, WA 98108
Thompson Jones
8522 Dallas Ave. S.
Seattle, WA 98108
Casey Marley
8522 Dallas Ave. S.
Seattle, WA 98108
D. E. Reid
8522 Dallas Ave. S.
Seattle, WA 98108
g szZ 1/}c,c -AS AVcc S-
Scott. Wagner
8522 Dallas Ave. S.
Seattle, WA 98108
Thomas Elliott
8522 Dallas Ave. S.
Seattle, WA 98108
Conrad Kinney
8522 Dallas Ave. S.
Seattle, WA 98108
D. D. Pcndcrgraft
8522 Dallas Ave. S.
Seattle, WA 98108
David F. Smith
8522 Dallas Ave. S.
Seattle, WA 98108
1/1
A F F I D A V I T
I, Ve4tovoiv 014 (ry
fl Notice of Public Hearing
O Notice of Public Meeting
flBoard of Adjustment Agenda
Packet
EBoard of Appeals Agenda
Packet
[]Planning Commission Agenda
Packet
['Short Subdivision Agenda
Packet
O F D I S T R I B U T I O N
hereby declare that:
[]Notice of Application for
Shoreline Management Permit
[]Shoreline Management Permit
Pos -rdn oo 77f ' s 17-e ``XfOr« c3'
was
Determination of Non -
significance
LI Mitigated Determination of
Nons ignif icance
11 Determination of Significance
and Scoping Notice
Notice of Action
n Official Notice
LI Other
fl Other
o f Gk #D c)f(/ AGrconr" A- (zb
on 612Z/.??
Name' o f Project FOE/Ala "D /L/5 /o *G i gnature
File Number . �- l �- oOZ� 67(04etz.ened)
C9q -'0 (4- (Sc') .
z
Ls.w
JU
0O
N 0
w=
J F-
w0..
ga
u. Q:
• ,co
I-al'
1—O:
z I—
• IUD,:
I—_:
�
o
z
f4,
I'1i:iY 11 '99 12: 01P1.1 TUKWILN r��'U•'FW
P.8 '8
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 Southcenter Boulevard, Tukwila, WA 98188
:Telcpaonc: (206) 431.3670
AFFIDAVIT OF INSTALLATION AND POSTING
OF PUBLIC INFORMATION SIGNS)
RECEIVED
CITY OF TUKWILA
z
U`
UO:
LOCI
CO W
W =.
H.
Stare of Washington p.
County of King 2 �.
City of Tukwila g
N• �
I
1— W
Z�;
1 t
LA CZ-0 J +-e (Print Name) understand that Section 18.104.110 of the Tukwila Municipal z O
• uj
Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice 2
of Completeness. v
O D'
= W'.
1--
� o�
wz
U D-
P _.
O 1-.
JUN 2 1 1999
PERMIT CENTER
I certify that on -�' u E 46S 1 139 the Public Notice Board(s) in accordance with Section 18.104.110
and other applicable guidelines were posted on the property located at 0123 E. 11142L /Avw L wy
so as to be clearly seen from each right -of -way providing primary vehicular access to the property for
application file numberne a -0V7
1,1,0/
Affiant (Applicant Signature)
• SUBSCRIBED AND SWORN to before , 19
/ N07ARY ;
s- •
NO
f Washington
residing at
My comaiissio
tt;,I
expires on
z
SEPA CHECKLIST
9. Do you know whether applications are pending for governmental
approvals of other proposals directly affecting the property covered
by your proposal? If yes, explain.
No
10. List any government approvals or permits that will be needed for
your proposal, if known.
• Joint Aquatic Resources Permit
• City of Tukwila
• SEPA
• Shoreline Substantial Development Permit (P- Shore)
1
4
1 Give a brief, complete description of your proposal, including the
proposed uses and the size of the project and site. There are
several questions later in this checklist that ask you to describe
certain aspects of your proposal. You . do not need to repeat those
answers on this page. (Lead agencies may modify this form to
include additional specific information nn prnject descripti
This project consists of removirig 40 cubic yards of sediment
containing elevated levels of lead that is located in the
Duwamish Waterway underneath Building 2 -41 of the Boeing
Plant 2 Facility. This area is approximately 17 feet by 20 feet to
a depth of 3 feet. The sediment will be removed using a
vacuum -truck with a smooth -wall, 6- inch - diameter vacuum
tube. The work will take place during a tide that is at +2 ft mean
lower low water (MLLW) or lower. j'For details, see Exhibit B,
"Boeing Plant 2, Building 2 -41 Debris Area, Duwamish
Sediment Interim Measure Work Plan" attached (Pentec 1999).
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.
SEPA Checklist 2 -41 Debris Clean -up
c:user\aaricks\sepa\2 -41 cleanup checklist
alC As
res�<
2
03/23/99
vh
z
mow.
JU'
cn
J =
w0
u- a.
co
—a
1 w;
z'
1-- a.
z�
O
0 1—:
10
rzi
-o
O
'z •
State of Washington
DEPARTMENT OF FISH AND WILDLIFE
Region 4 Office: 16018 Mill Creek Boulevard - Mill Creek, Washington 98012 - (425) 775 -1311
April 21, 1999
The Boeing Company
ATTENTION: Michael J. Gleason, P.E.
PO Box 3707, M/S 7A -WW
Seattle, Washington 98124 -2207
Dear Mr. Gleason:
SUBJECT: Incomplete Hydraulic Project Application Package
The Washington Department of Fish and Wildlife (WDFW) received your application for a
Hydraulic Project Approval (HPA) on April 1, 1999. Your application was incomplete and
therefore cannot be evaluated at this time. Your application will be held on file until the
following information has been submitted to me at the above address. If you would prefer to
have your application returned to you, please contact me.
Since your application has not been accepted for evaluation, the 45 -day review period for
evaluating applications for HPA per RCW 75.20.100 or 75.20.103 will not start until the
following information is received. If you need any assistance in completing your application,
please don't hesitate to contact me.
Written notice of compliance with the State Environmental Policy Act (SEPA),
including exemption or type of determination, date of exemption or final
determination date, and lead agency is required.
Please contact your local planning department for information regarding SEPA
requirements and procedures
Because your application for HPA is incomplete and has not beer! accepted for evaluation, it has
been neither approved nor denied. Once a complete application and written notice of compliance
with SEPA have been received by this office, the formal 45 -day review period for evaluating
z
1
�— Z
re
U;
U 0
CO
CO al
w I
F-.
Nu.:.
0
g J.
IJ.:Q.
= d'
z�
t1= 0
Z ll-
w uj
2
U�
0 -'
H;
2 0,
IA
H ='.
OF-.
z
Mr. Gleason
April 21, 1999
Page 2
applications for HPA per RCW 75.20.100 or 75.20.103 will commence and your application will
be evaluated for approval. If you have any questions, please contact me at (425) 379 -2306.
Sincerely,
-tad
Pamela Erstad
Area Habitat Biologist
PE:pe:Boeing.wpd
cc: WRIA File, Olympia
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008 -5452 •
April 1, 1999
Michael Gleason
Boeing Company
PO Box 3707, M/S 7A -WW
Seattle, WA 98124
Dear Mr. Gleason:
(425) 649 -7000
Re: U.S. Army Corps of Engineers Reference #1999 -2- 00283- - Nationwide Permit
#38 (Cleanup of Hazardous and Toxic Waste) authorizing intertidal excavation of 40
cubic yards of contaminated bank material from the Duwamish River and its replacement
with a sand and gravel mix underneath Building 2 -41 at the Boeing Complex in Seattle,
Washington.
This letter is to confirm that the above - referenced project will not require an individual
water quality certification from the Department of Ecology. Because this project is
occurring under an Administrative Order on Consent [RCRA Docket No. 1092-01-22 -
3008(h)] issued by the Environmental Protection Agency to the Boeing Company
effective on January 18, 1994 an individual water quality certification and CZM
Consistency Response is not required from the Department of Ecology.
Please note this verification does not exempt, and is provisional upon compliance with
other statutes and codes administered by federal, state and local agencies. Please feel free
to call me at (425) 649 -7145 if you have any questions or would like more information.
Sincerely,
Ann E. Kenny
Federal Permit Coordinator
Shorelands and Environmental Assistance Program
11‘.fvt/101.,g,.,
AEK: aek
cc: Jack Kennedy, Corps of Engineers
Ron Devitt, Ecology
• Z
Z
6
U
0 0'
C00.
u) w
•
Jam'
w 0.
u. a: •
co d
0.
H W.
U 0 N' .
'.
w W.
•z
--
PROPERTY OWNER DECLARATION
The undersigned makes the following statements based upon personal knowledge:
1. The Boeing Company is the current owner of the property which is the
subject of this application.
2. All statements contained in the application are true and correct to the best
of my knowledge.
3. The application is being submitted with my knowledge and consent.
4. I understand that conditions of approval, which the City and applicant
have jointly agreed may not be completed prior to final approval of the
construction (e.g., final building permit approval) will be incorporated into
an agreement to be executed and recorded against the property prior to
issuance of any construction permits.
I declare under penalty of perjury under the laws of the State of Washington and the
United States of America that the foregoing statement is true and correct.
EXECUTED at ,..5,47-7W
/D —199g , 1-Q98r
(city), 14/ 4 (state), on
/62144 e.d J / 12 L)
(Print Name)
PD 6va 3727 ,a /g /1 -35 se,47r4 /5 /2¢
(Address)
2d6 465 —Vgege
(Phone Number)
(Signature)
Subscribed and sworn to before me this
/0 its ay of fi ,1998
i
is iri and for the St
Washi ion; resIidina ins;
My Commission expires:
RECEIVED
MAR 3 0 1999
COMMUNITY
DEVELOPMENT
File: L 99 -0027
5mm Drawing
#1
0
alnwOual■Im SCILLS WHET
• • le• oo• row
Insel propelled from
USGS 7.5s IS Minute Ouadrangle
Suede South. Weslonglon
Site Location
Building 2-44
Building 2-41
i1Ic)7) R.A
'7V) \\
NAY1 ce"
\t" ceiANINt
\
.
• „
•
0 Inch 1/16 1 . ,••••••••L!.
•
• 7-
Building Building
2-49 2-66
1)
51(01.412-1 fri
Limact. Rucct)itia
[Tot-aTLead266 mg/kg 1
" 1 Total Lead 628 mg/kg
Total Lead 468 mg/kg 't•I
' 'Total Lead 3120 mg./kg
[ Total Lead 5890 mg/kg]
- ---•
Total Lead 1640 mg/kg j
---[Totat Lead 372 mg/kg
L Total Lead 132 mg/kg r
Edge of Buildin
cwes—r>
Total Lead 4620 mg/kg
2-41
Total Lead 5710 mg/kg I
'_.\\\i'\. Excavation
(Slopes 1:1)
Duwamish River
APPROXIMATE SCALE IN FEET
0 5 10 20
tJ
1 .... 11777"Ti O.
111111Iii11111(6111111111111111111111111.01!i(111:61111111111111111111111i1.11111111111111111111111111111111111101111116',(1111111111J1j11111.1111111: