HomeMy WebLinkAboutPermit L94-0033 - CITY OF TUKWILA - SOUTH 104TH STREET SHORELINE SUBSTANTIAL DEVELOPMENTL94 -0033
CITY OF TUKWILA
SHORELINE EXEMPTION
EXEMPTION FROM SHORELINE
MANAGEMENT ACT SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT REQUIREMENT
Ross Earnst, Public Works Director, 6300 Southcenter Blvd. .
(name and address of the applicant)'
The proposal by Ross Earnst, Public Works Director
to undertake
(name of applicant)
the following development S 104 St Duwamish Riverbank Slough emergency
repair (150' south of Oxbow Bridge) • (be specific)
upon the following property E. Duwamish Riverbank (River mile 5.6)
(legal description, i.e., section to
Adjacent to S 104 St on public R/W (S 104 St) and private. Refer to property
the nearest quarter section) ownership map attached. Property (owned by John
S. Roach) Refer to K.C. QSM: Section NE4, Township 23, Range 4
within
Duwamish River
(name of water area)
is exempt from the requirements
permit because the development
and /or its associated wetlands
of a substantial development
(Identify
exemptions as outlined in WAC 173 -14 -040)
Application in
Corps Public Notice Number if Available)
The proposed development is consistent or inconsistent with:
CHECK ONE:
CONSISTENT INCONSISTENT
{ N/A
D Policies of the Shore-
line Management Act
0
The guidelines of the
Department of. Ecology
where no master program
has been finally approved
or adopted by the department.
The. ma - ./program
a%Z P _
_
, Planning.Dept.
CITY OF TUKWILA
DETERMINATION OF SEPA EXEMPTION
DESCRIPTION OF PROPOSAL:
Carry out fix on an emergency basis now, which includes:
Provide riprap buttress at 2:1 slope to OHWM /above OHWM geogrid at
minimum 1.75:1 (requires move 'toe out, as currently less than 1:1).
About 450 CY of rock and 250 CY of geogrid /backfill will be needed.
The cost range of this work is estimated between $25,000 and
$35,000 (excludes contingencies).
COY
F(Lf1-4V
PROPONENT: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT
LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY:
ADDRESS: S. 104 St., 150 ft. south of Oxbow Bridge
PARCEL NO: Public R/W and Parcels No. 024304 -9002 &
024304 -9100
SEC /TWN /RNG: Section NE 4, Township 23, Range 4
LEAD AGENCY: CITY OF TUKWILA FILE NO: N/A
The City has determined that the above proposal is exempt from SEPA
permit requirements per.RCW 43.21. This decision was made after
review of the project description, existing conditions, proposed
remedies and drawings and other information on file with the lead
agency. This information is available to the public on request.
************,********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
This exemption decision made and signed this 3 day of
1993.
. R "' :e Ter, Responsible Official
City of Tukwila, (206) 431 -3680
6300 Southcenter Boulevard
Tukwila, WA 98188
Copies of the procedures for SEPA exemption are available with the
City Clerk and Department of Community Development.
CD.D25.SEPA.EXM
MEMORANDUM
TO: Phil Fraser
FROM:. Rick Beeler, D
DATE: September 2,
SUBJECT: S. 140th St. Emergency Repair
I don't understand the emergency nature of this request. The HPA permit was issued on
July 7 without a SEPA exemption. Evidently you requested permission to do the work
prior to that date. Please explain/document in writing why an emergency exists today, and
not in July.
•Today was the first Gary, Jack or I were aware of this project. Now we are asked to take
formal action on SEPA by tomorrow. Why were we not brought on board in July or
earlier? Why are we being surprised at the very last minute?
Your explanation is necessary for me to declare an emergency exemption under SEPA. M
this time I see no emergency.
cc: Ross Earnst
Ron Cameron
Jack Pace
Ann Siegenthaler
M E M O R A N D U M
TO: Rick Beeler
FROM: Ann Siegenthaler
RE: EMERGENCY REPAI
DATE: September 2, 19 .3
BACKGROUND:
RIVER BANK AT SOUTH 104TH STREET
South 104th runs adjacent to the river across from the Oxbow (near
Boeing's bridge). The river bank has caved in. Public Works is
pursuing repair of the bank as an "emergency."
Phil needs to get an emergency permit from the Army Corps of
Engineers. Phil must submit permit application, Friday. September
3rd or his Fisheries HPA may expire. To submit Corps permits Phil
needs "emergency" exemption for SERA and shorelines.
The repair is necessary to keep the road from washing out.- To
address habitat issues, the bank will be repaired using
bioengineering techniques: rip -rap below OHWM, with geogrid
matting and live cuttings.
Emergency exemption provisions:
SEPA allows exemptions for "actions that must be undertaken
immediately or within a time too short to allow full compliance
with this chapter, to avoid an imminent threat to public health or
safety....or property..." (WAC 197 -11 -880).
Shorelines Mgmt. Act exempts "emergency construction necessary to
protect property from damage by the elements..." or to correct
imminent threat to public health, safety...within a time too short
to allow full compliance...(WAC 173 -14 -040).
RECOMMENDATION:
I. believe the project meets the criteria .:for .:SEPA and shorelines,
exemptions. It addresses the major issues, while minor details can
be worked out later through permits.
If you do not agree with this recommendation, please respond by
Friday, September 3rd in the morning. Phil is appreciative, of our
quick turnaround!
cc: File
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existing conditions
grassy slope
riverbank repair plan sheet
plan view
riverbank repair typical section
JUL 07 '93 11:38AM DEP( ^ISHERIES
DEPARTMENT OF FISHERIES
HYDRAULIC PROJECT
APPROVAL .
R.C.W. 75.20.200
R.C.W. 75.2 0.2.03
Jul 7, 3.993
P.2
DEPARTMENT•0F FISHERIES
• General Administration Bldg.
Olympia, Washington 98504
(806) 753.11650
(applicant should refer to this dote in all correspondence)
. PAGE 1 OF _ 2 PAGES
10
LAST NAME FIRST
City of Tukwila
STREET OR RURAL ROUTE
6300 Southcenter•Blvd., Ste 100, ATTN: Mr. Fras
RTICONTACT PHONE(S)
433-017g.
CONTROL NUMBER
00- 61373 -01
n
WRIA
09.0001
Tukwila
WATE 981B8tIP
03
!7
MATER_ River
TEi1T10 TO
t Bay
i3 UARTER SECTION TOWNSHIP • RANGE(E•W) COUNTY
SECTION NE 04 23N 04E • King
!! YF P
Bang. PE PDrotecOJEC
tion
TIME LIMITATIONS: )EJHIS mmediately
PROJECT MAY BEGIN
I
AND MUST BE COMPLETED BY
October 15, 1993
NOVA I 0 ' AVAI .BL ON THE
THE WORK.,
.'/a.. < ;. It 1,
AL ND S
IOUs
a
EE AR
T
•
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1. The existing piling along this reach of river provide habitat
for fish. The armament of this bank shall be accomplished in
a manner that will ensure that these habitat features.remain
as .fish •habitat subsequent to this project.
•
2. Equipment shall not enter or operate within the flowing stream
except that large angular boulders may be placed in the stream to
form the toe of the new bank line.
3. The'large angular boulders used to form the toe shall be placed in
a manner -that will provide space between them that can be utilized
by fish as hiding areas. These boulders, used to develop the toe,
shall be placed as close to the existing bank line toe as possible.
4. Rock shall be placed to the elevation of the Ordinary High Water
Line only. The remaining bank shall be armored with vegetation
as shown in the plans submitted with your application received
on July 1, 1993.
5. Bank sloping•shall be accomplished in a manner that will prevent
the release of overburden material into the water.
SEPA; Exempt, applicant declared an emergency.
REGIONAL HABITAT WAGER • JOe Robel (206) 902 -2566
PATROL - Lampert t2]
APPLICANT WILDLIFE READER - PATROL • HAB. MGR. • WRIA
DEPARTMENT OF FISHERIES •
�..... DIRECTOR
JUL 0? '93 11 39A DEPT,rISHERIES
DEPARTMENT OF FISHERIES
HYDRAULIC PROJECT
APPROVAL
. MAP. 75.20 .100
R.C.W. 75.2 0.3.03
n July 7,.1993
(applicant should refer to this date in alt
PAGE J OF 2 PACES
P.3
DEPARTMENT OF FISHERIES
General Administration Sidk.
Otynpia, WeshinQton 91504
(206) 753.6650
correspondence)
L 10 LAST city of Tukwila
IIATEIuuwamish River
1$ ONTACT PRONE(S)
433 -0179
CONTROL
00161373 -01
5DWRIA •
09.0001.
6. The new bank shall be reassessed during he summer of 1994'to
determine the success of vegetation. If adequate vegetation has
not become established it may be necessary to replant the•bank
line a second time.
LOCATION: South of Boeing OxBow bridge.
52.0.19:1h
REV, 10/16/1' .
M E M O R A N D U M
TO: Rick Beeler (SEPA Official) via Ann Siegenthaler
FROM: Phil Fraser
DATE: 8/2/93
SUBJECT: S 104 St Duwamish Riverbank Slough Emergency Repair
(Project No. 93 -DR06)
Recently a 10 ft wide strip of the Duwamish riverbank sloughed away
next to S 104 St about 150' S of Boeing's Oxbow Bridge. PW staff
report (attached) recommending an emergency fix to protect S 104 St, a
public road, went to the 8/24/93 Utilities Committee. The Utilities
Committee referred the issue to the 9/6/93 Regular Council with a
recommendation to transfer monies to allow the emergency repair.
In my recent discussion with Corp of Engineers staff informed me that
application to the COE is required for this emergency fix for COE
approval. The COE may issue a COE emergency permit, but 'require
indication of the local SEPA official on environmental determination
in the application. To meet Fisheries time restrains, the COE
emergency permit process requires this information right away (to be
part of the 9/3/93 COE application now being prepared by PW).
As shown on the attached plans the fix includes rip rap from the toe
of the river to the OHWM (5.0 ft. elevation); then vegetated geogrid
layered with live cuttings from the OHWM to the top of bank. This
repair is in keeping with King County's Guidelines for Riverbank
Stabilization, Tukwila's Shorelines permit requirements, and the State
Department of Fisheries requirements. The State Dept of Fisheries has
issued their requirements in the attached Hydraulic Permit Approval
(expires October 15, 1993).
The COE requires the SEPA Official's input on SEPA determinations for
this project by 9/3/93 so this. information may be communicated to the
COE for their review process. If we fail to meet tomorrows deadline
our HPA permit may expire prior to COE permit approval. Your
cooperation on this matter is most appreciated.
Attachments (3)
PF:prf: code: duwemer
xc. File:93- DR06 -6.
TO: Rick Beeler
FROM: Phil Fraser
DATE: September 3
SUBJECT: S 104 St
(Project
.
M E M O R A N D U M
, 1993
Duwamish Riverbank Slough Emergency
No. 93 -DR06)
11/4
cb ° IV/ •
o,s Ct
ib
Repair \ b
O1\1
4
Responding to your 9/2/93 memo, the staff report provided to thi
8/24/93 Utilities Committee recommended Alternative 2 (see attached'
staff report) to carry out the fix on emergency basis. Until that
meeting, staff was unsure Council members would concur with the Alt. 2
emergency fix.
An emergency repair to.the riverbank was recommended because a 10 ft
wide strip of the Duwamish riverbank sloughed away next to S 104 St.
To preserve S 104 St roadway for use by the travelling public. Loss
of supporting riverbank is possible at the next high river flow and
drawdown event. If loss of part of this roadway occurs the safety of
the travelling public may be jeopardized.
In the past I have informed DCD staff how I would proceed with the
project.
cc. Ross Earnst
Ron Cameron
Ann Siegenthaler
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MEMORANDUM
TO: Phil Fraser, Senior Engineer
FROM: Gary Schulz, Urban Environmentalist
DATE: September 8, 1993
RE: South 104th Street/Duwamish Bank Stabilization
As you requested, willow harvesting and planting criteria used in the Boeing project SEPA
checklist comments and conditions are listed below. I've also included some other design
features that were required as part of the willow layer installation.
1) Measures to reduce erosion would include scheduling the toe of bank /river bottom
work during low flows and low tide. This would allow at least 4 hours each day for
excavation and rock placement work below the mean high water mark.
A silt loam topsoil should be used as fill material for the portion of the new bank
that will be installed with vegetated geogrids. An organic mixture should help with
providing nutrients and retaining moisture.
Per King County SWM recommendations, the harvesting and planting of the live
willow cuttings should occur within the same 24 hour period or sooner to promote
survival and sprouting. Several species can be used together and known salt - tolerant
species are appropriate for the lower layers. Hooker (Salix hookeriana) and Pacific
willow ( Salix lasiandra) are reportedly known to tolerate some brackish conditions.
Red osier dogwood (Cornus stolonifera) is also a highly recommended shrub to
incorporate into this plan. Other species for dryer conditions may be used to
vegetate the upper portion of the restored bank. These can be planted as rooted
nursery stock and could include snowberry (Symphoricarpos alba), Oregon grape
(Mahonia spp.), wild rose (Rosa gymnocarpa).
4) Using local willow species is very important for adaptability and minimizing the
amount of time needed to harvest the cuttings and transfer them to the site. It is
very important during dry weather to keep the willows wet and cool. Watering needs
to be provided at the construction site.
104th Street Memorandum
September 8, 1993
Page 2
Attached are the specifications that were recommended for the Boeing bank project. I
haven't condensed them into a format that the City can send out but they are useful and
should be incorporated into your construction plan. I would not advise sending them out
in your bid package as Raedeke Associates' planting specifications. However, you may want
to include copies of King County's Guidelines Bank Stabilization - Chapter 8 Construction
Procedures.
'
July 10, 1993
,Duwamish River Bank Stabilization
93040
PLANTING: SPECIFICATIONS
Limitations: Summer harvesting and planting of live:cuttings are not
generally recommended. For best results; this work
should occur during the dormant season (November -
March). Therefore, the utmost care and adherence to
these planting specifications are critical to maximize the
success of this project work. In addition? limited success
should be expected and replanting activities should be
planned for in the fall, as necessary.
Harvest /Transport of Live Cuttings
Location: Black River Pumping Plant, Renton, Washington
Raedeke Associates, Inc. to flag specific areas where
contractors may harvest cuttings.
On -site pre- construction meeting: Raedeke Associates, Inc. to conduct brief
overview. .
Cutting specifications: 5 -7' cuttings of selected willow species, 1 /2" - 2"
diameter.
Cut bottom of stemi at 45 degree angle; top of stem should
be blunt cut.
Cut all sterns approx. 8 -10" above groun-d level.
Cut only 50% of existing plants (subject to modification).
Leave vegetative screen along river bank intact. •
Stem Preparation: Cuttings should be immersed in water tank immediately
after cutting and during preparation.
Cleanly remove leaves.
Leave side branches and bark intact. .
Bundle similar lengths.together, 4" diameter bundles,
using untreated twine.
Stack bundles in transport; keep moist and covered with a
tarpauline.
Installation: Install all cuttings on the same day as when cut.
Keep moist and covered until just before planting.
Do not allow to lie in direct sunlight at any time.
Place bundles horizontally on prepared, well- compacted
soil bed, with basal ends contacting compacted or native
soil and top ends approximately 6" above finished grade.
Basal ends should be angled so to be lower than top ends.
Arrange bundles between and above facing rocks.
Space approximately 2 -3 feet on center, diagonal spacing.
Be sure soil is tamped firmly around the bundles for good
soil -stem contact.
RAEDEKE ASSOCIATES, INC.
5711 Northeast 63rd St Seattle, WA 98115 (206) 525 -8122
•
July 10, 1993
Duwamish River Bank Stabilization
Page 2
Quality Control:
Also install 2 -3" live stakes vertically (perpendicular to
slope) along created bench amoung horizontal bundles.
If compacted backfill soil is dry, carefully soak planted
area at the end of the working day. Do not allow
irrigation water to erode'soil or super - saturate the bank.
Do not use any cuttings or live stakes that are split.
Keep all cuttings moist and covered at all times,
Raedeke Associates, Inc. will be on site at appropriate
times.
Inspect 1 -2 times per week for the first 2 months, or as
appropriate.
Be prepared to perform replanting operations in the fall.
City of Tukwila
INFORMATION PAPER
Department: PUBLIC WORKS
July 22, 1993
Duwamish Riverbank Slough
150.' South of Boeing Oxbow Bridge
adjacent to S 104 St
DESCRIPTION OF ISSUE/INCIDENT:
For Mayor's Office Only
Mayor _
City Admin _
Mayor _
For Your Information
Response Requested
A 10 ft wide strip of the Duwamish riverbank sloughed away next to S 104 St about 150' S of the
Boeing's Oxbow Bridge. The westerly edge of S 104 St section is now exposed to an 8 ft vertical drop
about 10 feet in width; thereafter the slough plain flumes out to the river bed at a 1:1 slope 35 ft in width
(see attached cross section).
According to Rick Lowthian of King County Surface Water, the next high river flow and drawdown event
may cause additional sloughing, with possible loss of a portion of the S 104 St roadway.
King County quarter section maps and our surface water management records indicate John F. Roach
owns a narrow strip of land between the S 104 St RIW and the river. No as- builts of the 24' wide paved
road have been provided by King County under recent annexation. The location of S 104 St within the
40' right -of -way isn't known.
S 104 St receives a moderate amount of car and truck traffic, but is not used for primary access for
properties adjacent to S 104 St. Boeing traffic from the Oxbow can travel along S 102 St to E Marginal
Way S.
ANALYSIS:
Public Works Staff have reviewed the S 104 St slough in the field with Andy Levesque of K.C.S.W.M., Joe
Robel of State Department of Fisheries also. Andy said this section of river is not in the G.R.F.Z.C.
District, nor maintained by King County. , Joe Robel said he will expedite the HPA approval on an
emergency basis once he receives the HPA application.
John F. Roach faxed the attached documentation indicating past work on his property for river bank
stabilization was carried out by the county, using a one year river protection easement. The attached
August 23, 1990 letter of King County Surface Water Management attempts to limit King County SWM
liability for future maintenance /repairs.
Staff observed the riprap placed along the S 104 St bank isn't keyed into the toe of the riverbed. This
structural deficiency may have contributed to the slough. Eventually, the King County built riprap north
of the current slough may also drop into the river unless it is retrofitted with a keyed buttress.
The attached schematic cross section proposes a fix as described in Alternative 2 below. A cost estimate
for Alternate 2 fix is attached.
ALTERNATIVES:
The action alternatives identified are as follows:
Info Paper
July 22, 1993
page two
Alt. 1. Close S 104 St. Properties adjacent to S 104 St between the Oxbow Bridge and East Marginal
Way S do not use S 104 St as a primary access.
Alt. 2. Carry out fix on emergency basis now, which includes:
Provide riprap buttress at 2:1 slope to OHWM/above OHWM geogrid at minimum 175.1
(requiresmove toe out, as currently less than 1:1). About 450 CY of rock and 250 CY of
geogrid/backfill will be needed. The cost range of this work is estimated between $25,000 and
$35,000 (excludes contingencies).
Alt. 3.. Alternate construction fix:
Build gabion wall or concrete retaining wall. The cost for a gabion/concrete retaining wall is
significantly more expensive than Alternative 2. •
Alt 4. Longterm solution:
Provide a buttress riprap along 100 feet of riverbank north of existing slough to prevent future
sloughs along S 104 St riverbank.
RECOMMENDATIONS:
Alternate 2 is recommended. This is the least costly fix. To delay a fix now will mean a more costly
remedy when S 104 St fails. Mr. Roach does not accept any liability for any repairs or maintenance of the
riser bank. An arrangement needs to be worked out with the property owner for access and to fund for
costs the property is liable for. After completion of the emergency work, responsible parties need to
pursue shoreline and other permits /approvals retroactively.
Alternative 4 (long term fix) is also recommended. Alternate 4 provides riprap buttress into the toe of the
river for a 100 foot section of river bank just north of the current slough. Until the long term fix is carried
out, this section should be monitored.
Attachments (8) cd.d25.duwamish.inf
0
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-
/ PLAN s H rE r-
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rAt
•
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,cam a.
■
7 /3
• vegetated Geogrid
Vegetated geogrids are very similar to brush layers except that the fill soil in the alternate
' layers is wrapped in a natural or synthetic geotextile material (Figure 8.7). Vegetated geogrids
are normally installed over rock toe protection.
Figure 8.7 Installation of a vegetated geogrid .
Geotextile fabric
Live branches
Fill material
t
OHWM. '
30 e..•' .. Q ,tx"i , 1,<,'.. ,...'..,:.,n
xa a a fit.:` r i^i5;4:..S.0:2p r
'''''rq 4.1'444."4"...'" 414110411414Pat
1-144 '�� NY FYa";%`.
".sa ,�
Channel bed
•
Rock toe key
Height
varies
While geogrids in smaller projects can be shaped by hand, building larger, longer geogrids is
facilitated by using construction jigs and batter boards (Figure 8.8). The jigs, which are con -
structed of angle iron, hold the batter boards that shape the-face of the lift to match the exist -
ing slope contours. Shorter batter boards (three to our feet long) and sufficient jigs will
facilitate this process. After completing the lift. the jig are removed with a backhoe.
Begin construction by excavating and shaping the bank for the rock toe. The bench created
hY the toe should have a 10 to 15 degree back- slope. Place at least six inches of fill material
-.over the rock followed by a layer of live branches. The branches should be placed on the fill
ma; rill in a random, crosswise pattern that is perpendicular to the streamflow.
•
;rig County Drat; g. /o
E S T I M A T E
S 104 ST RIVERBANK SLOUGH
LOCATED 150' SOUTH OF BOEING OXBOW BRIDGE'
ADJACENT TO S 104 ST
1
Geogrid.Fabric
700 SY @ $10 /SY
$ 7,000
2
Live Branches
600 @ $3 /EA.
$ 1,800
3
Fill Material and
Planting Soil
250 CY @ $10 /CY
••
$ 2,500
4
Filter Blanket
(Soil /Rocks)
60 CY @ $50 /CY
$ 3,000
5•
Riprap
260 CY @ $43 /CY
$11,180
6
•
•
Add 200 CY to
establish toe below
water line
200 CY @ $43 /CY
$ 8,600
•
SUBTOTAL
• $34,080
•
.'.
30% CONTINGENCY
• $ 8,520
'
TOTAL
*$42,600
CALCULATIONS:
1. 12 X 21' X 25' + 9 = 700 SY
2. 6 shelves 100 plants /shelf = 600
3. 10.x 25 x 25 + = 240 CY
4. 35 x 40 x 1 '+ 47 = 57 CY
5. 22 x 9 x 35 j 27 = 256 CY
6. 200 CY
ALTERNATIVES AFFECTING COST:
1. Use rock from Roppo rockery
2. 42 Ave S rockery fix had only $25 /CY for riprap
Brings base cost from $34,080 to $25,800
3. *Andy Levesque estimates $15K ($350 /LF) for similar projects
done recently by King County
cd.d25.s104s :.tbl
.-JUL 0 'SS 11:3 SAM DEPT FISHERIES
THISAPPLVAL IS TO BE AVAILABLE ON T &., JOB SITE AT,
ALL TIMES AND ITS PROVISION$ FOLLOWED BY THE
PERMITTEE AND OPERATOR PERFORMING THE WOR�C
P.4
THE .PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISHLIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO •
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE T() COMPLY WITH THE PROVISIONS OF THIS,APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A ()ROSS MISDEMEANOR
CHARC;E, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75,0,100 ARE
SUBJECT T() ADDITIONAL RESTRICTIONS, CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOCJ)CAL 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 HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
C'HANCIED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL. BE SUBJECT T() APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75,20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WII DLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NE('ESSARY FOR THIS PROJECT.
APP1 A1S - C+L:NHRA1. INVORMAT1ON
IF YOU WISH TO APPEAL. DENIAL. OR CONDITIONS OF AN HPA, THERE ARE INFORMAL ANT) FORMAL APPEAL
1'ki)c'l SSES AVAILABLE.
A. INI'c)kMAI. APPEALS:
AN INFORMAL APPEAL (WAC 220- 110.340) C :I)NSIsTs OF CONTACTING THE REGIONAL HABITAT
MANAGER AND [)ISCUSSING YOUR CONCERNS. MOST PROBLEMS ARE RESOLVED AT THIS LEVEL, BUT IF
c:cii', Yi)U MAY ELEVATE YOUR CONCERNS TO THE CHIEF OF THE HAfITA'E' MANAGEMENT DIVISION IN
OLYMPIA, THE HABITAT MANAGEMENT DIVISION CHIEF'S DECISION S1(ALL BE APPROVED OR
I);SAPPROVli1) BY THE DIRPC1'OR i)k DESIGNEE. 11 YOU ARE NOT SATISFIED WITH THE RESULTS O1- THIS
INIFORMAI. APPEAL, A FORMAI. APPEAL. MAY Rff PILED.
13. F'UlMAI. APPEALS:
E) Fc)R .U.L C'IVII. PENALTY APPEALS AND FOR OTHER HPA APPEALS WHICH ARE NOT ASSOCIATED WITH
IRRIGA'T'ION OR STOCK. WATERING DIVERSIONS, A WR)TI'EN APPEAL REQUEST MUST BP PILED WITH THE
DI:WAR1 MI:N'I' THAT ISSUE.!) OR E)UNII ) THE APPROVAL OR LEVIED THE CIVIL, PENALTY YOU ARP.
APPIiAI.INO (WAG 220.110.350).
2) FOR APPEALS 01: DENIAL. OR CONDI'T'IONS OF AN HPA ASSOCIATED WITH IRRIGATION OR STOCK•
I'1‘12 !NCI DIVERSIONS OTHER 'I'IEAN CIVIL. PI!NALTY APPEALS, A WRRrrIsEN APPEAL REQUEST MUST BE
FILED wall '1')[l; HYDRAULIC APPEALS BOARD PER ',VAC 259.04, THE MAILING ADDRESS OF TI-
APE'E:ALS BOARD IS: ENVIRONMENTAL. HEARINGS OFFICE, BUILDING Two •ROwE SIX, LACEY,
WASHING'T'ON 98504; TELEPHONE 2061459.6327,
3) F'AII.uku? TO APPEAL Wrl'IQN 30 DAYS OF THE DATE OF ACTION YOU ARE APPEALING 'RESULTS IN
FORFEITURE 01' ALL. APPEA1. KIV1rrs,
SEATTLE, WA. 98134
20b-682-79S1 r'
FAX 206-624-61_
Fr',A TRANSMITTAL
FAX
O4Z T'ParnflY ./54-41FrTh
WE ARE TRANSMITTING PAGES(INCLUOING THIS
FORM), IF TRANSMISSION IS NOT COMPLETE.
PLEASF: CALL ME Ar THE ABOVE NUMBER.
4 t 3Cp
A TTENT ION: p#./z..vo 1::/er9.3-,41
, e: Re/1,
777'
RECEIVED
JUL 2 0 1993
TuKwiLA
PUBLIC WORKS
Vt-.127 /-
45t1.44
.41
/0(71
--12-01:2-4'?-)YL•11 "147
ezt.e.e..4
:1 ..c .4-,1?In-r•ed/"--
r
utii I U!., tt i.J1 File 24 -•Parce1•8 .4.
•
•
• ., t. •
:4/ Tax .Lot 100
.•-1);„,,1/4-zrithysmaledtviily-r-c75644q1zrz-v=a1-64-.LwaA4.1.1.-- al Lr:so, n1 .T.IBi7ezrinr....
WI) Gniiritv Pciltputv fliviqinn •
DEPARTMENT OF WILDUFE
800 Capl el Way North •
Olympia, Waahlnpten 08604
• (206) 733. 1107
HYDRAULIC PROJECT
APPLICATION
(R.C.W. 7&.40.100)
(R.C.W• 73.20.103)
PLEASE ' PRINT OR TYPE
DO NOT'WRITE IN SHADED AREA
CONTACT rn SI
OMH.
r106) 433 -0179
LAST 016•0•4E FOIST
"city of Tukwila Public Works
DEPARTMENT OF FISHERI E
HABITAT MANAC4E MEN i
• P 0 BOX 431:5
OLYMPIA. WA 9e5O4 -31,5
Q
STRUT OR RURAL ROVTE
6300 Southcenter Blvd.
Suite 100
an
Tukwila
STATE
Washin•ton
ZIP
.98188
=.`:�- tilt•: -.
TAY .ft!trla'ti
%10;"1..
WATlP
Duwamish River
TRI$VTART TO
Elliott Bay
OUARTLR sECTiON TOMMSwP RANGE {F•W)
:en ft
' 23 4 Ring
cDuNrr
.TYPI OF PROJI:T
nstream toe buttress,
Bank bioengineering
1i"'.?`. +�" '°"'�`,_• "+. 16-0 .. l►tiQ4 tiV ,..,'"?4: -ie' �+,-, . X'Ct iW47!;:_
S 104 St, 150 'lf south of Boeing OxBow bridge (S 102 St) - East side
YSuWam1Sh (rivermiUe S . 5 .... ......_ .. _
Itepai "r'" sloughing of river bank: rock levee toe buttrep,i}$ _....._..
bioengineering slope repairs
►uOpOrEO II/AMINO DATE
IMMEDIATELY
•--� /EPA AOGNCVDATE DP DETERMWATION
Tukwila Declaration of Emergency continuing to 2/15/94 for
e. $11,pre1ine permit completed after emergency action.
SIGNATURE
•1• PROPOSED FIA7SMNG'OATE
9/15/93 for iristream & earth work,
TT IC UNDER8TOOD THAT NO WORK WILL •
CE STAFTfb UNTIL A OIONED APPROVAL
1 Ci T
revecTetatit
DATE
•'iif�YYMiV['�. W
•
INSTRUCTIONS F S R COMPLETING
HYDRAULIC PROJEC APPLICATION FORM
. The Hydraulic Code (ROW 75.20.100 end 75.20.1C3) provides that In the event any .person or government agency deelres to
construct any form of hydraulic project or other work that will se, divert, obstruct, or change the natural How or bed of state
wafers or that will utilize any of the salt or fresh waters of t e state or materials from the beds, must submit plans for the
proposal to either the Department of Fisheries or the Department of Wildlife. These plans shall contain the general plans for this
overall project and complete plans and speelfications for wor k. within the ordlnery high water line. Written approval must be
secured from the Department having jurisdiction over the slte before commencing construction or work.
For projects Iocated•In the following wets an epplication
Western Washington, which Includes all lands lying
MI mainstream Snake River projects and all malnstre
•
hall be eubmittad to the Department of Fisheries:
est of the summit of the Cascade Mountains. '
m Columbie River projects downstream of Chtet Joseph Dam.
For projects.Ioceted in the following areas an epplication -hall be submitted to the Department of Wildlife:
Eastern Washington, which Includes ell lands lying east •f the summit of the Cascade Mountains including KIIckitat County,
. except as noted .above.
The epplication shell be mailed to the address of the ap•rapriare agency.
DEPARTMENT OF FISHERIES Department of 'Wildlife
HA i TAT MANFtGEMEN T 600 North Capitol Way •
F A :SOX 42.155 • Olympia, Washington 98504
GLYt9P 1 A, b:n '?9501; -3:55 (20b) 753.5897
The application shall Include t: vicinity pten end site plan f the project (cross•sections and profile shall be Included when
necessary). These should be attached. Tile reverse side of the form may be used as needed. An incomplete application may
daisy lasuance of the approval.
BLOCK 11. Enter only that portion of the project within the or•inery high water line, I.e., Culvert Installation, Sank Protection, etc.
BLOCK 12. Identity weter by legal or common name (i1 unk own, enter unknown) and tirst named receiving water. (i,e., Jones
Creek„ tributary Skagit River.)
BLOCK 13. Enter legal description (section, township, ra ;e). if unknown, check with county auditor's office,
BLOCK 20.. The State Environmental Policy Act (SEPA)
proposal, If your project also requires a permit from moth
complete an environmental checklist, If not, removal of 50 c
may require a completed checklist. A determination of the in
by SEPA. Modifications to your project may be required t�
copy of the determination or or the agency end date. 6
PRIOR TO COMPLETION OF THE SEPA PROCESS.
ey require a determination of the environmental impacts of your
r egency (state, city, or county) you may be required by then-, to
r more cubic yards of streembed material or channel realignment
pacts will be made from the information on this checklist es required
lessen any Impacts. 11 this process has beer completed, attach e
t LAW, THE HYDRAULIC PROJECT APPROVAL CANNOT BE ISSUED
BLOCK 21, Llet ether 'permits required. Identify by title and identification number. Examples are:
Ccrpa of Engineers (Federel) Water Rights: Flood Zone (Department of Ecology)
Forest Practices (Department of Natural Resources) Shorelines, Building, Conditional Use (County or City)
Water Quality Modifications — Any project which will' art
Department of Ecology (DOE) euthorizing a short-term m
should be submitted to the appropriate DOE regional o
information cell (20E) 459.5000.
The completed forme should be submitted as far in advan
;roceseino of the application. If you require information c
decr:-tment.
Gau 1 >>N OX•lr.
ct water Quality, including turbidity, may require an order from the
dificatlon of water quality standards. Applications for euthorication
ice at least 30 days prior to starting your project. For additional
e as possible. Up to 45 days should be allowed for investigation and
ncerning your application. you should write or phone the epproprie:e
JUL 07 '93 11 :37AM DEP' '''ISHERIES
P.1
RECEIVED
WASHINGTON STATE DEPARTMENT OF FISHERIES
JUL-71993
HABITAT MANAGEMENT DIVISION TUKWILA
PUBLIC WORKS
Olympia, Washington 98504 -3155
Fax Phone: (206) 902-2946
Post Office'Box 43155
1111 Washington
FAX COMPLETED: Date: 7/7/93
FACISIMILE NUMBER CALLED:
TO: P i / frz scr-
Initial: .14r41) Project #:
'.d 6) (f3/.- 3 ej s-
(AREA CODE / NUMBER)
. • FROM: P11741 DeclseN
SUBJECT: 1.7Vil Atoetir,'s CVer
ADDITIONAL INSTRUCTIONS /INFORMATION:
TOTAL NUMBER OF PAGES FAXED
I ' (INCLUDING COVER PAGE)
IF MATERIAL IS UNREADABLE OR INCOMPLETE, PLEASE CALL (206) fv - A r6 2
AWE /NG
Boeing Support Services
P.O. Box 3707
Seattle, WA 98124 -2207
July 2, 1993
4- 7200- JBC -93 -062
Phil Fraser
Senior Development/
Surface Water Engineer
Public Works Department
City of Tukwila
6300 Southcenter Boulevard
Tukwila, WA 98188
JUL R.
• -- 6 1993
W ic. L A
{vl.ry
PUBLIC WORKS
Re: Ownership of Duwamish Waterway shoreline property located west of South
104th Street
Dear Mr. Fraser.
I have researched property ownership in the vicinity of the Duwamish Waterway
shoreline bank failure. The ownership information shown on the enclosed King
County Assessor's map has been obtained from the Assessor, and double checked
against Boeing Company ownership records.
The Boeing Company owns the strip of property on which the roadway, leading to
the Oxbow "humped" bridge, is located. The Boeing parking lot located to the north
is leased by The Boeing Company from East Marginal Associates. The property
south of the east/west roadway and bridge, where the shoreline bank failure has
occurred, is neither owned nor leased by The Boeing Company.
Thank you for contacting me about this issue. Please let me know if you have any
questions about the enclosed map, or need additional assistance.
Very truly yours,
ohn Crull
Planning & Program Support
393 -7299, MS 6Y -59
'r JU{.=.'s0 7_.R IUE.. e LLt; ' M/R EQUIPMENT INC TEL NO:20A -00 1113cR I d 90'43 p03
1N1 IN Ir103 w
King County
Surface Water Management Division
IHrartm►nt nt'Public Works
701 Dextcr•Horton building
710 Second Avenue
Scattic, Washington 98104
(200) 343 -2585
August 23, 1990
John S. Roach
3720 - 80th Southeast
Mercer Island, WA 98040
1
C
/c, 7
•/77,'?
RE: Green River (104th Street Bank Protection)
Dear Mr. Roach:
The purpose of this letter is to provide information regarding King County's
maintenance activities on river and stream flood and erosion control facili-
ties for 1990. Our records (tax information from the Assessor's Office)
indicate you are the owners of property along the right bank of the Green.
River at river mile 6.4 where the bank has been stabilized with rock.
During the week of January 9,. 1990 a large rainstorm crossed King County
causing severe flooding and erosion on most of the rivers and streams in the
County. The damage was so extensive, King County was declared a State and
Federal disaster area. King County crews, along with personnel from Federal
Emergency Management Agency (FEMA), visited all known river and stream facili-
ties to determine the extent of damage and eligibility for FEMA reimbursement.
Because of the limited King County budget, not all damages could be repaired;
therefore, a priority system was established based on (1) an existing commit-
ment for King County to provide continual maintenance, (2) the extent of
damages and (3) the potential for further damages based on the location of the
facility on the river or stream. According to our project records, King
County has never made a commitment to.maintain the facility on your property;
therefore, King County will not maintain the facility in 1990 or 1991. If yo::
have any records indicating King County has made a long -term commitment to
maintain your facility, please provide me with copies so I can update the
records and discuss your maintenance needs.
Sincerely, •
rry Cjeek, Manager
M Facilities Maintenance
155 Monroe Avenue N.E.
Renton, WA 98056
JC:de(LTR86.3.6)
8808261077
riVER PROTECTION EASEmENt
THIS INDENTURE, made this day of R,IN , 1982, between
John Roach and Carlotta Roach J
Grantor, and King County, a egal subdivis on of the State of Washington, Grantee:
WITNESSET, that first party, in consideration of Mutual Benefits
receipt of which is acknowledged, and the benefits which will accrue to the land
of Grantor by the exercise of the rights herein granted, do hereby remise, release
and for ' '�Y"ti unto the Grantee, its successors and assigns, an casement for
the purposes hereinafter stated along the right bank of the Duwamish River,
within a strip of land within the following described property.
Portion of Government Lot 8 beginning 389.77 feet north and N 88° 51'
59" W, 708.02 feet from the southeast corner of the subdivision to the
True Point of Beginning; thence S 88° 51' 59" E, 216.15 feet to the
westerly margin of East Marginal Way; thence N 22° 23' 15" W, 190.90
feet to a point on said westerly line a distance N 01° 30' 01" E,
564.62 feet and N 88° 51' 59" W, 574.06 feet more or less from the
southeast corner of said subdivision; thence N 88° 51' 59" W, 528.87
feet to a point N 88° 51' 59" W, 1101.75 feet from the east line of
said subdivision; thence S 39° 09' 11" W, 110 feet more or less to the
Duwamish River; thence southeasterly along said River 460 feet more or
less to a point which bears S 23° 10' 41" W from the True Point of
Beginning; thence N 23° 10' 41" E, 170 feet more or less to the True
Point of Beginning less that portion thereof lying within S 104th
Street and less that portion beginning at a point on the northeasterly
line of the above described Tract S 22° 32' 15" E, 54.59 feet from the
most northeasterly corner of the above described main Tract; thence N
22° 32' 15" W, 54.59 feet; thence N 88° 51' 59" W, 528.87 feet;-thence
s 39° 09' 11" W to the shoreline of the Duwamish River; thence S 50°
50' 49" E along said shoreline 85 feet; thence N 39° 09' 11" E to the
northeast line of said S 104th Street; thence N 39° 09' 11" E, 35
feet; thence N 51° 58' 50" E to a point which bears N 88° 51' 59" W
from Point of Beginning; thence S 88° 51' 59" E to the Point of
Beginning less easterly 3 feet of the 30th Ave. South lying between
southerly boundary extention of S 103rd Street and northeasterly
boundary of S 104th Street and lying within the above described main
Tract conveyed to Frank J. Blair under Auditor File #508 3893 aka
#042304 -9100 all in the NE 1/,a, Section 4, Township 23 North, Range 4
East, W.M., King County Washington.
Easement: That portion of the above described property lying southerly of
the southerly margin of Miller Road, King County Road #57 also known as S.
104th Street all in the N E 1/4 of Section 4, Township 23 North, Range 4 East,
W. D1. , King County, Washington.
Said easement is for the following purposes:
The right to enter upon the above described land to construct, reconstruct,
maintain and repair a bank protection and /or other flood control works,
including all appurtenances thereto, together with right to trim, cut, fell
and remove all such trees, brush and other natural growth and obstructions
• as are necessary to provide adequate clearance and to eliminate interference
with, or hazards to the structures.
The consideration above mentioned, is accepted as full compensation to the
exercise of the rights above granted.
To have and to hold, all and singular, the said easement, together with
appurtenances,.unto Grantee, its successors and assigns.
8808261075
• ( RIVER PROTECTION EASEMENT
THIS INDENTURE, made this A4164day of Akut. ,
John Roach and Carlotta Roach
Grantor, and King County, a legal subdivision of-the State of Washington, Grantee:
wITNESSETH, that first party, in consideration of Mutual Benefits ,
receipt of which is acknowledged, and the benefits wh c w 1 accrue to the.land
of Grantor by tha exercise of the rights herein granted, do hereby remise, release
and' for ' YYileh'iE unto the Grantee, its successors and assigns, an easement for
the purposes hereinafter stated along the right bank of the Duwamish River,
within a strip of land within the following described property.
Beginning N 00° 21' 24" E. 389.77 feet and west 711.257 feet from the East
/4 corner; thence east 216.60 feet; thence S 22° 32' 15" E, 30 feet; thence
S 73° 49' 45" W, 94.73 feet; thence S59° 36' 45" W, 112.50 feet; thence S
08° 12' 45" W, 150 feet to the Duwamish River; thence northwesterly along
said River 115 feet more or less to a point from which the True Point of
Beginning bears N 23° 10' 41" E; thence N 23° 10' 41" E, 225 feet more or
less to the True Point of Beginning less County Road all in the 14-E
Section 4, Township 23 North, Range 4 East, W.M., King County, Washington.
Easement: That portion of the above described property lying southerly of
the southerly margin of Miller Road, King County load #57 also known as S.
104th Street all in the N E 1/4 of Section 4, Township 23 North, Range 4 East,
W.m., King County, Washington.
Said easement is for the following purposes:
The right to•enter upon the above described land to construct, reconstruct,
maintain and repair a bank protection and /or other flood control works,
including all appurtenances thereto, together with right to trim, cut, fell
and remove all such trees, brush and other natural growth and obstructions
as are necessary to provide adequate clearance and to eliminate interference
with, or hazards to the structures.
RECD F
19'between
*1075 p
.00
*****.00
1.1
The consideration above mentioned,
exercise of the rights above granted.
mfb
is accepted as full compensation 63 the
mcs1.1.;:
To have and to hold, all and singular, the said easement, together wh
appurtenances, unto Grantee, its successors and assigns.
IN WITNESS WHEREOF the Grantors
year above written.
STATE OF WASHINGTON )
COUNTY OF KING )ss
g. hereunto set iiweJ v hand, the day and
On this day appeared before me i *jV J 2420,QC# ,1Q,QGO7M 4hT NCO 4Coli..•• ..
to me known to be'llOOVION114,11Eiripo MM
described in and who executed the foregoing instrument, and acknow e' ded. td••mer•I• ,• -N.. .ve
that ;yu,y signed the same as -% j,- free and voluntary act and deed.0ifor,.kh titOtl,,,,
and purposes therein mentioned. ' '+ .. • r.�` s1it *..�.tp i.
�/ A Ni, Given under my hand and official seal this 7'_ day of ,4u 4. „. s L-�;1 '�'s° •
JUL- 20 -'93 TUE 08:50 IU: MVR!V6i.ilF481Pridtf 4: :296 ka -26' k1r ERi iiigaZ r
y. Z �o*I. xQy ` .,•;;.•�.f - -•L.; yfl - - :•,, i+EUXYNa'7d . •
(i)4? iao.zed ^+ bZ etTd • .". ✓.,
Ammon
RCACH, JOHN S.
3720 - 80th Southeast
Mercer Island, WA 98040
Page Two
Tax Lot 2
IN WITNESS WHEREOF the Grantors hereunto set hand, the day and
year above written.
WANTOR
'GRAN TO
STATE OF WASHINGTON )
COUNTY OF KING )ss
On this day .appeared before me NN S RO A C# �.• -�'a,� c an-N /11 f oAUt
to me known to,:br the .ndiv: ua1
described in and wno executed the foregoing instrument, and acknowledged' to ac"4,. ,
that signed the same as-izir free and voluntary act and deed, for' the usas'-.
and pu. ses therein mentioned. • -
Given under my hand and official seal this
(P527.1,2)
1/1
day of , ?? ,?
L sC /41/1
NOTARY PUBLIC In and
the State. of Washinc tom,
residing at 1t.e/i.7.?.L ..
■1
41
BotING CO.
232E 44
I`
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V. •
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t
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BOEING CO.
54.35 :C.
•
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&ORELIO DLSIMONE
. FRANK JOSIE
'FRANK J0S1E
.o Z .. PtL1i1c MCCM .MICM. �. ,� y•
11, C CONSTRUCTORS R
SOUTH LIN! OF rwoFNY CROW DONATION CLAW O�!t •
• �.rr t .CCU CILLL•Z
fti,t1r` �21t`` SCNEUMAN ^t•�ONNS011•��.c
�, vas.
■
S.
ASSOCIATED 610:
1.35 AC.
i• 4• .
:CL[•1LtDL :.
IMAM'
Govt. Lot 6
13.80 Acres
Govt. Lot 7 . ` ♦ ♦♦
23.05 -Acres ♦•♦
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CITY OF TUKWILA
LAND USE CLASSIFICATION
TEAL
-AG LTURE
Agriculture (livestock)
Agriculture (crops)
GOMMERQIAL SERVICES,
Finance, insurance, real estate
Miscellaneous business, repair, personal
.. services
►uto ;repair, parking garages /rental
iilitract construction
Prof essional r M..,
i
, 9n hospita e lth, ursn g
LEGEND
J
4.1 g airks
;, ' {, I • I�
jail'` ;I
•
1.,
•
PUBLIC 'SERVICES
Education .
• Churches,cemeteries
• Prote`ctive:services ;''.1:. ,,''.(
Governments i' ;':'
.. L1Ci ;RECREATION
,� Puy I
'1 D.. � I;p .1�.�r•{nlTlnrl \tI' ''t� /�".' :1�
;V1:14 ' (Pub ICIy- oyvnetl;fac es
;�� ! 1.. .j f1,
•
X4•'•1'
iricating,
itoririg)
is
;hed fabric products
lumber and wood products
tures
products
(lied products
tic products
)ne, clay, glass)
etal products
I machinery
:pinery, supplies
n equipment
i
QJSTRIUUJION
ransportation
le (with and without
;
Iti /transportation /utilities)
)ortation
rking
fis,:(telephone, broadcast).
'.�
frrkjP7rS r:
BLANK
BLACK
BLUE
BLANK
VACANT PARTIALLY USED
Partially developed Tots with •
vacant portions over 7200 sq.ft.
VACANT LAND
Undeveloped
VACANT VNUSABLE
Extreme landslide hazard
Wetlands
Unusable size
WATER AREAS
Duwamish River
Green River
Ponds
M_ ISS' LANEO US
Local roads andiright of ways
Freeways
•"*.:*-; , - -'--• °r'" 'r' ...,•b"'" MMii41#"''MM"r w.y_Jrt u r--c, r•—
• 0., , .
DATE 6/17/93 UTILITY liILLIMr MASTER- •LIST . •
.._
DIST- 04---B001C---23-7-ACC'T-
T -04-- •-BOOK --23 -- ACCT•- 04907•16-•-7.
01 NAME '
• BOEING I NG COMPANY.f .;• " >.`s =_ = >:
02• •• ADDRESS -1----;----'• NOWELL- 114. - SCHEUMANN-" `""-""
03 ADDRESS 2. PO BOX 3707 - MIS .1F. -09
04 CITY SEATTLE •
05 -- STATE - - -- -- WA- ..•-- ---- • - -- .----,-'-----7---- - -_.
06 ZIP •• 98124 •
07 CARRIER RTE •_ •
08 . P1iONE # -- '•.....• .(000) 000•-0000 ......•::.....
09 IN CARE OF
10 OWNER NAME BOEING 'COMPANY .
11 OWNER - ADDR- -1--NOWELL --& - SCHEUMANN -"
12 OWNER ADDR -2 PO 130X • 3707 -'. M /S:: 1F -
09 •
13 OWNER CITY • SEATTLE. -•,
14 OWNER - STATE - -" WA* • ...... _.
15 OWNER ZIP•
93124
16 OWNER CAR RT
17 OWNER •-PHONE_ 1000) 0.00-0000-777"7
13 SERVICE LOC.. 10151 E MARGINAL:WAY••r;
23 ..CUR LAND •USE ' 4220
24, •,•IMPERV. •PCT 100 :
l25:-7FROR- AREA7 X1-3391.0,..; .
26;.DESCR.IPT.ION... ii PARKING'`.
28' °:6 /- SI.7 /R= ;: NE042304
32- -- WATERFRONT'- °1=_�- ._- ..- -._- =
43 .:BILL/PD 01/20/93
60 :MESSAGE .
•69 ' S•=WTR ::
: 74
- • -• -•- 75'•- 'STATUS"-
77 SORT •
78 BILL /TO -•
- - - -- -7847 D I SCNT- /'PEN-
- 85 : ;: D I SCNT ':
BALANCE: DUE
•
0
• 10 .
----- 00
.00
00,