M 2-83 POOR QUALITY RECORD
PLEASE NOTE: The original paper record has been archived and
put on microfilm. The following document is a copy of the
microfilm record converted back to digital. If you have questions
please contact City of Tigard Records Department.
I
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CITY OF : ":
BEAVER:TpN 'M 2-•83 ,
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BEFORE THE HEARINGS OFFICER. `
FOR THE CITY OF TIGARD
IN THE MATTER OF THE APPLICATION
FOR A SENSITIVE LANDS PERMIT TO ) No.
CONSTRUCT A SANITARY SEWER TRUNK )
LINE. WITHIN THE 100-YEAR FLOOD ).
SLAIN RUNNING PARALLEL. WITH. ) M 2-83
*,
G JMMER CREEYC, City of Beaverton,
Applicant.
The above -entitled matter came before the Hearings
Officer at the regularly scheduled meeting of May 12, 1983, at '
the Durham Treatment Plant, in Tigard, Oregon, at which time
testimony, evidence and the Planning Department's staff report
were received and
The Hearings Officer adopts the findings and conclusions
- py
contained within the staff report, a co of which `is attached
hereto- and 'incorporated by reference herein and marked Exhibit "A";
therefore
o
IT IS ...HEREBY C.RDtRED
M 2-83 -'is approved subject to the following conditions: ,,
1. upon completion of the project the channel shall be
restored to its original cross section and stabilized with rasp rap
material as required bythe ie c t F' s Engineering D vis ;on to prevent:
�
erosion:
2` Prior to i..nmmencement of any site work . . Var
fication shall be ;filed with the City from USA stat .ng the capacity
ot the pump station, '+soa many
households are served ctirretntly and
Page 1 , Nt 2-83
I, ,_.,. ..,..... �...,. .,.. __ ,.. �:na .a .
how many households will ultimately be served by the Weir Trunk
Linen
DATED thisday of May, 1983.
•
HEARINGS m IR.
APPRe D
s
:44111111711,ON .dor
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Page 2 ` M 2-83
CITY OF 'i IQ 4 tom°
WASHINGTON.COUNTY,OF:EGON
NOTICE OF-FINAL DECISION
1.; The final decision was filed by: BEARINGS OFFICER
Concerning M 2-83 on May 20, 1983.
Case Number Date
2. Name of Owner: Richard & Delores Galbraith
3. Name of Applicant: City of Beaverton -=-
Address 4950 S.W. Hall Blvd. City Tigard State Or. ,
4.. Location of Property:
Address Wes 4f SW 130th, south of SW Scholls Ferry Rd.
Legal Description 1S1 33D tax lot 200
5. Nature of Application: Sensitive Lands Permit to construct a sanitary
sewer trunk, line within
the 100 year floodplain.
6. Action: ® Approval as requested ,,,
XXJ Approval with conditions
Denial
7. Notice: 'Notice was published in: the newspaper & was mailed to:
. The applicant & owners
Owners of record within the required distance
EiThe affected Neighborhood PlanningOrganization
X Affected governmental agencies
[];:,.
*If there are questions regarding the names of the persons or agencie3 who
received notice, this information is available at the Planning Department:
8. Final Decision:
The adopted findings of fact, decision, and statement of condition can be
obtained from the Planning Director, City or Tigard, City Hall, 12755 SW
Ash, P.O. lox 23397, Tigard, Oregon 97223.
In the case of a decision on an application for a variance, the applicant
must acknowledge this form and return it to the City of Tigard, planning
Director, before any building permits Will be issued or engineering approval
given
Signature of Applicant or Applicant's Agent
over
9. Appeal: An appealI I has been filed nil has not been filed
Note: Any party to the dec; pion may appeal this decision :i n accordance
with Section 18.84.2b0, which provides that a written appeal may
be filed within fourteen days after notice is given and sent. :
• Notice is given on May 2 , 1983 therefore the 'deadl i,le
for filing of an appeal is June 6, 1983 •
, -
1p. Questions: If you have any questions; please call the City of Tigard
Planning Department,, 6394171 .
•
CITY OF TIGARD, OREGON
NOTICE Oi PUBLIC HEARING
NOTICE IS HEREBY GIVEN'THAT THE CITY OF TIGARD'S HEARINGS OFFICER,AT A
IN THE CONFERENCE ROOM 0 E DU N OR S. ,
MEETING ON MAY 12 1983at
. ROAM WASTE TREATMENT SLANT, CORNER OFF S.W.
HALL BLVD. AND S.W. DURHAM ROAD, TIGARD, OREGON, WILL CONSIDER.THE
FOLLOWING APPLICATION: •
•
FILE No M 2-83" NPO ./ 7
APPLICANT: City of Beaverton OWNER: Richard & Dolores Galbraith 1`
4950 S.W. Hall Blvd.
Beaverton, Oregon 97005.
REQUEST: To construct a sanitary sewer trunk line which would run generally
r parallel with Summer Creek. Approximately 500 lineal• feet of
newer line i5 within the Tigard corporate limits.
LO7CATION• 'Washington CountyTax> �." 33D tax lot 200..
g Map '
(See location map on the reverse side)
.ON THIS MATTER WILL'
�E PUBLIC HEARING � � BE CONDUCTED IN ACCORDANCE WITEL ThE
RULES OF PROCEDURE OF THE HEARINGS OF;"tICER. TESTIMONY MAY.BE SUBMITTED IN
WRITING TO BE ENTERED INTO THE RECORD. PLEASE CONTACT THE. PLANNING DIRECTOR
AT 539-417'1 FOR FURTHER INFORMATION'. TIGARD CITY HALL IS LOCATED AT:
12753 SW ASH AVEN[1E, TIGARD OREGON, 9.77.23. - THE CORNER OF ASH AND
SUR}AM STREET.
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STAFF.REPORT
AGENDA ITEM 2.2
CITY OF TIGARD HEARINGS OFFICER
May 12, 1983 - 7:00 P.M.
DURHAM WASTE TREATMENT PLANT - CONFERENCE ROOM
Corner of S.W. Durham and S.W. Hall B17d..
Tigard, Oregon
A. FINDINGS OF FACTS
GENERAL INFORMATION
C_,SE: M 2-83 Sensitive Lands Permit - City of Beaverton NPO # 7
REQUEST: For a Sensitive lands permit to construct a sanitary sewer trunk
line within the 10G year floodplain running generally parallel
with Summer Creek. Approximately 500 lineal feet of sewer line
is within the Tigard Corporate limits.
RECOMMENDATION: Based on staffaialysis of the technical information
supplied by the; applicant and site inspection; staff
recommends Hearings Officer approval with the
conditions listed at the conclusion of this staff
report.
APPLICANT: City o;t Beaverton OWNED:: Richard & Dolores Galbraith
4950 S.W. Hall Blvd. c/o Ann F. Norris, ET AL
Beaverton, Oregon 97005 6870 Portland, Avenue
West Linn, Oregon 97068
LOCATION: West of SW 130th, south of SW Scholls terry Road,
(Washington County Tax Map 1S1 33D Tax lot 200.)
LOT AREA: 11.84 acres
COMPREHENSIVE PLAN DESIGNATION: Medium Density Residential
ZONING DESIGNATION': A-12
NPO COMMENT: No written comment had been received froa. NPO # 7 at the
writing of this report.
PUBLIC NOTICES MAILED: Notices were mailed to 26 surrounding property .
owners on May 2, 1983. No written responses were
/ rece .ved.
(
BACKGROUND/PREVIOUS ACTION: On August 10) 1981 the City Council approved
a Comprehensive Plan change from R-7 to I;
A-12PD.
VICINITY INFORMATION: The property to tLe north is designated medium 1;1
density on the ^ity's Comprehensive Pian., '
however, the proprty is primarily vacant.
Summer Laje is to the east. The property to the !'
south is designated medium density on the
Comprehensive Plan) but is undeveloped at this }
t irne.
Ai..
' .. \N
SITE INFORMATION: The property is vacant and slopes towards Summer
Creek. The area adjacent to the creek is
characterized by alder treses and ' thick undergrowth.
The remainder of the property is field grass. Summer
Creek bisects the property. The applicant proposes to
111
lay the sewer line [ of Summer Creek.
B. APPLICABLE LAND USE POLICIES AND STAFF ANALYSIS
COMPREHENSIVE PLAN POLICIES:
2.1.1 The City shall maintain an ongoing citizen involvement program
and shall assure that citizens will be provided art: opportunity
to be irvolved in all phases of the planning process.
Al? owners of record . within 250 feet of this site received
notice of the hearing in the mail. A public notice was printed
in the Tigard Times on May .2, 1983. In addition, NPO # 7 was
notified of the application.
2.1.3 The City shall ensure that information on land use planning
issues is available in an understandable form for all interested
citizens.
All interested parties are given 10 days at' a minimum to comment
on land use planning issues and are encouraged to do so In
addition, the planning. staff is available to answer specific
110 concerns or questions individuals may have concerning a land use
application.
3;2.1 The City Shall prohibit any land form ;alterationsor development
in the 100-year floodplain which would result in any rise in
elevation of the 100-year floodplain.
b 'c 3.2.2 The City shall:
a. Prohibit land form alternations and development in the
floodwa.yy, except alterations may be allowed which preserve
or enhance the function and maintenance of the zero-foot
rise floodway; and �.
b:` Prohibit land form alterations or development in. the
floodplain outside the sero-foot rise floodway except as
follows:
1. Land form alterations be allowed which preserve
or enhance the function, of the zero-foot rise floodway,
3,2.3 Where land form alterations and development are allowed within'
the 100-year floodplain outside the zero-foot rise faloodway, the
City shall require:
a. The streamfio+:; capacity of the zero-foot rise floodway be
ma .ntatned;
STAFF REPOT 1 2.83 pate
t, ry -
b. Engineered drawings and documentation showing that there
will be no detrimental upstream or downstream changes in
the floodplain area, and that the criteria set forthin the
Sensitive Land section of the code have beei,m met (Sec FIS
September 1971);
The City Engineer has reviewed the applicant's proposal and finds
that the installation of the sewer line will not raise the 100 year
floodplain elevation. The City Engineer also finds that installation
of the sewer line will enhance the function and maintenance of the
zero foot rise floodway. In addition, the City Engineer finds that
11
the stream flow capacity of the zero foot rise floodway will be
maintained.
12..5.1 The City shall provide for the location of community facilities
in a manner which accords with:
a. The applicable policies in this plan';
b. The locational criteria applicable to the scale and
i standards of the use.
(3) Site Characteristics
(a) The use shall be allowed provided:.
(1) The unique natural features, if any, can be
incorporated into the design of the
facilities or arrangti Ment of land uses;
The applicant's proposal conforms to all applicable planning policies
and 17cation criteria.
APPLICABLE. i'IGARD MUNICIPAL
CODE PROVISIONS:
18.57.010 . ' Statement of intent. Sensitive lands are lands potentially
unsuitable for development because of location within the
one-hundred-year floodplain, within a natural drainageway,
or on steep slopes. Sensitive land areas are designated as
such in order to give recognition to the need to protect
the public health, safety and welfare of the community
through the regulation, and. control __ of loriawwithin
floodplains, drainageways, and steeply-sloping land areas,
and to thereby mitigate ;potential. financial, burdens arising
from flood damage loss and to preserve natural drainageways
----- o affect adversely
them property:Frights ng s of which the citizenry 'of the comtaunity,
. public safety) and the public hearth ley natural conditions
arising from:',upstream or ._downstream flood .,levels. City
actions under this chapter will recognize the rights of
riparian owners to be free to act on the part of the city j
its coin miesions, , respresentatistes and agents, and
landowners and occupiers.
STAFF RFPQ' T M Z-87 Page )
The floodplain district has for its purpose the
preservation of natural water storage areas within the
floodplain district by discouraging or prohibiting .
imcompatible uses. (Ord. 79-73 Section 1 (part), 1979:
Ord. 79-46 Section l (part), 1979: Ord. 74-50A Section 1
(part), 1974).
18.57.020. Definitions. In this chapter the following words and
phrases shall be construed to have the specific meanings
assigned to them as follows:
(6) "Floodplain" means the relatively flat area or
lowlands adjoining the channel of a river, stream,
watercourse or other body of waterwhich has been or
may be covered by floodwater within the area of
applicability defined by the floodplain district.
(7) "Floodplain district" means those areas within the
city of Tigard ..inundated bythe one-hundred-year
regulatory flood.
18.577.040 Uses and activities allowed with a s•ecial use .ermit. The
following uses and activities are allowed only by special
use permit granted by the planning commission and based on 1
the standards set forth in Section 18.57.060:
(2) Within the floodplain/greenways only:
(A) Any temporary structure which by its nature ;!
cannot be :readily removed from the floodplain
area during periods of flooding, and which would
impede or interfere with the flow of the
Floodwaters within the district;
(B) Any changes in the topography ;or terrain which
wouldchange the flow of wate.:s during flooding
periods, or which would increase the flood hazard
or alter the direction or velocity of the
floodwater flow. (Ord. 79.73 Section 1 (part),
1979: Ord. 79-46 Section 1 (part)., 1979: Ord.
74-50A Section 1 (Part), 1974): `'
15.57.060 Special use permits. IAaccordance with the procedures and
requirements set forth in Chapter 18.84 of this code, an
applicationfor, a special use permit filed as by said
chapter stated may be approved or denied by: the Hearings 1'
Officer following a public hearing.
All applications for specail use permits shall be supported
by the following information tO enable the. Hearings Officer
to determine whether the proposed use is located in the
floodplain: or drainageways district and if so, whether the
proposal, if approved, will conform to the purposes attd
guidelines as set forth in this chapter: ,.
STA?] 11Bp'0RF fT 2-83 Page 4
s ,.
(1) Floodplain
(A) Plans drawn to scale, submitted in triplicate as
prepared by a registered professinal engineer with
experience in hydraulic and geohydrologic engineering and
processes,, showing the nature, location, dimensions,
elevations and topograp'— of the site; the location of
existing and proposed si.ructures located upon the site,
existing and proposed areas to be filled or otherwise
modifed, and the relationship: of these to the location of
the stream channel, and proposed methods for controlling
erosion.
(D) Any documentation, .' photographs, water marks, and
similar evidence offered in support of the claim that the
{
site or area in questionlies above high water as defined
by the regulatory flood.
The applicant's proposal will temporarily change the topography of
the 100 year floodplain during the construction= The applicant,
however, proposes to restore the topography to its original cross
section upon completion of the project. The applicant has submitted
sufficient information to reach a decision on the request. '
18 5.7 070 Standards. (a) Application for a special use permit in
bc
floodplain areas- shall granted or,' denied in accordance
with the following standards;
(1) No structurr., fill, excavation, storage or other use
shall be permitted which alone or in combination with
existing or proposed uses would reduce the capacity of
the floodplain area or raise either thl. flood surface
,elevation or flow rates, or adversely affect flow
direction; on upstream or downstream properties, or
present a or foreseeable hazard to public
health) safety and general welfare.
lthe permit required by the .
C2) The applicant must obtain..
state of Oregon under ORS Chapter 541 for removal or
filling of waterways; or demonstrate that the
provisions of this statute do not apply.
The applicant's narra�a.ve' (attached) addresses standards required for
action r.n Sensitive Lands Permit to allow fill and excavation within
the 100 year floodplain and the zero foot floodway. The City
Engineer has reviewed the applicant is narrative and finds that the
proposal will not adversely impact runoff; erosion, ground stability,
water quality) groundwater level, flow. rates) or flooding. is
V. CONCLUSIONS
S`CATF ANAL'YS15, AN . . .:.: ,
After review of the technical data sumbitted by the applicant, it is the
opinion of the City Engineer and planning staff that theproposal will not
s Further, water quality,
groundwater levels, runoff)
rates)u or flooding. stability, is staff's
Y
groundwater
STAFF REPORT 14 2-$3: Page 5
opinion that the applicant's proposal does not violate the intent, of the
S�.nsitive. Laid Ordinance.
Staff recommends approval of Sensitive Lands Permit M 2-83 with conditions
as follows:
1. Upon completion of the project the channel shall be restored to its
original cross section and stabilized with rip rap material as i'
required by the City's Engineering Division to prevent erosion. 1
2. Prior to cowmencement of any site work, written verification shall be 1,�
filed with the Cityfrom USA statingthe capacity of the '.
P Y pump ,.
station, how ivany households are served currently and how many ,
n households will ultimately be served 'by the Weir Trunk Line.
it
. PREPARED BY: APPROVED BY: `
{
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//4- i'/()€ki
Eliz Neth A. Newton illiatr. A. Monahan #;
Associate Planner Director of Planning & Development r::
y .
i , 1
6. :
:
STAF'.l± REPORT 14 2-8 Page
,4 4
44171,111Ail iti,,,,.... y...„,..„‘74:e„:04.4,.., tj/**°.,, '
, l'e'e
IUrt fi�erri Sewerage Agency of Washington Con "
150 N. First Avenue 2,A6, 4,., ?......4.1!Le -L,,5,-°E.4.,-.1?
Hillsboro, Oregon 97123
503 648-862i
Mey .L2, 1983
b
Chris Bowies, City Engineer
' City of Beaverton
4950 S.W. Hall Boulevard
11
Beaverton, Oregon 97005
Dear Chris:
i
SUB') CT: WEIR TRUNK
As requested, Agency staff has conducted research on the number of '
connections on record that flow into the Agency pump station located
at
at S.W. 121st Avenue adjacent to Summer Creek in Tigard. Currently
139 dwelling units are connected to that system. The pump station
was designed as a temporary one, in September 1978, for 309 dwelling
units. Capacity for an additional 170 dwelling units is, therefore,
N
' available. It has beesa the unwritten policy of the Agency to not
reserve connection permits for a given owner/developer. The remaining
capacity of this pump station is, therefore, on a "first-come, first
serve" basis as connection permits are purchased. It should also
be noted that the original developers of the existing portion of the
Scholls Trunk and subject pump station were assured of sewer avail
ability as they needed it.
Additionally, your request seeking additional funding for the Weir
Trunk LID is in the hands of the Agency management at this time.
Staff is anxiously awaiting the outcome of your permit process in
Tigard prior to further action on this project.
Should you have any further questions relative to these matters,
please don'* hesitate to call.
Sincerely:,
s.
Robert C. Cruz
• Division Epgineer i`.
Rcrljnh
cc. Frank Currie, City of Ti garo
1
4,
AFFADAVI'T OF MAILING
STATE OF OFEGDN )
:County of Washington ) ss.
City of Tigard )
I, Diane M. Jelderks, being first duly sworn, on oath despose
and say:
That I am a Secretary for
the City of Tigard, Oregon
That I served .noti.ce of hearing rpt the Tigard
Hearings Officer.
of which the attached is a copy (Marked Exl. bit A) upon each
of the following Harmed persons on the c,71‘13/... day c. 0,___,
19$i, by mailing.to each of them at the address shoo on 4
attached list (Marked Exhibit B) , said notice as hereto attached,
de :••. ited in the United states Mail on the . rn. . day of
as 1..., i , 190, postage prepaid.
lie
to be re me n the
cribed ani �`Woxn £o, : day of
l9& -
ef,d,i
.':. ...:
2).4, ,PUBLIC CIE -VNJGD �y���Jy �n`
)i,,111
My Camnu ssi on ciaires ik-
�'S,i k ISa:I C;74-11-
RECEIVED
MAY 5 1983
•
Sill OF TIGARD
EAVERTO� May 4, 1983
Mr. Frank Currie, P.E.
n . City Engineer
12755 S.W. Ash
P.O. Box 23397
Tigard, OR 97223
Re: WEiir Trunk Sanitary Sewer LID
Dear Frank:
Enclosed are t.rree copies of proposed Weir Trunk Sanitary Sewer LID. . This is
submitted as an .alternative proposal if the first proposal submitted is 'not
acceptable Please include this on i igi na:l package.
As shown the proposed alternative alignment will run most of the works out of
the 100 year flood plain. The total amount of pipeline installation within
the Tigard City corporate limits will be 650 lineal feet.
We anticipate your favorable consideration on this matter.
If you have further questions, please call me at 644-2191, extension 241.
Very truly yours,
w -
M.L. "-Bo 4 "QIItOla, P.E.
Project Engineer
0503-BT-Ldwhe30'
City of Beaverton 6 4060 S.W.Hell Boulevard • Beavertf h,Oregon 0/005 • (503)644.2191
An
�sy
_ F 11 �Yu..�
N OTICE OF PUBLIC HEARING Sl a1,, P ,
WASHINGTON COUNTY,OREGON
Notice is hereby given that the Tigard Planning Commission, at its meeting
on Tuesday, MAY 3, 1983 at 7:30 P.M.,in the lecture room
of Fowler Junior High School, 10865 S.W. Walnut Street, Tigard, Oregon, will
consider the following application:
FILE NUMBER: S 5-83 BOND PARK
APPLICANT: Waverly Construction Co. : OWNER Conrad & Ethelytt Sproul
11903 Broadacres N.E. 15880 S.W. 79th.
Hubbard, Oregon 97032 Tigard, Oregon 97223
REQUEST: for a 12 lot subdivision on 3.76 acres, consisting of .10 duplexes
one tri-plex and one existing house. The property "s designated ,
Medium Density ,,and is zoned, A-12. .Cw y , .)";)0let o 1 . PT•�ti3.� f
1--i
zI;nd41 f /7.2' kiti011) + 4.
cc/ CP utt-
TACATION:. 158800.'8,W, 79th Ave. • .(Wash. Co. -Tax Map 281 12C lots 800 at 2000)
map on reverse side)
The public hearing on this matter will be conducted in accordance with the
rules of procedures of the Planning Commission. Any persons having interest
in this matter may attend and be heard, or testimony may be submitted in
writing to be entered into the record of the initial hearing.
Should you wish to appeal, a written letter addresF.ed to the City Recorder must
be received prior to the expiration of the fifteenth day after the decision of
the hearing, If notice to appeal is not received within fifteen days, the action
is valid.
Far further information please %bntact the P1annding Department at 639-4171.
TIGAF'^ JITY HALL, 12755 S.W. Ash Avenue (Corner of Ash. Avenue & Burnham street)
- 12755$.W,ASH P.O.BOX 23397 TIGARD,OREGON 97223 PH;689=4171 --
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s r s• • Y.� p.i '''''...:^".."'":-' t, • ♦ d t �� :N4 1 .r. i^ •ii+ ": . ..
yy IC"..
.., . ' •"f ..r.„,..6, tle` •Or :1 •;`!3. ( 1.
�y r
•Y
• 1
4
dce under City of Tigard Logo
e following will be considered by the Tigard Hearings Officer on May 12, 1983,
t7400 P.M. at Durham Waste Treatment Plant at the corner of S.W. Hall and Durham,
Tigard, Ore. Further information may be obtained from the Planning Director at
12755 S.W. Ash Ave. Tigard, Ore. 97223, or by calling 639-4171
PUBLIC HEARINGS
2. 1 SENSITIVE LANDS FERMI ' M 1-83 Stere Tauie NPO # 4
A request to retain fill -lace. .t the east end of the •Parking lot and
+ remover noxious vegetation. 'roperty is designated Commercial Linear
and is zoned C-5. Locat a ' 11530 S.W. Pacific Highway. (Wash. Co.
Tax Map 1.1 36DA lot '0) -t over from April 28th)
2,2 SENSITIVE LANDS PERMIT M 2-83 City of Beaverton NPO # 7
A request to construct a sanitary sewer trunk line which would tun
generally parallel with Summer Creek. Approximately 500 lineal feet
of sewer line is within the Tigard corporate limits. Located Washington
County Ta;: Map 1S1-33D tax lot 2.00.
2.3 SEr7SI7.'7,,7E LANDS PERMIT 2-82Y Jadco/Duncan NPO # 5
A remand from City council =p the Hearings Officer to rehear a Sensitive
Lands Permit request to fill +ithit the 100 year floodplain in light of
the new Floodplain/Greenway po icy, Property is located at 16055 S.W. 74th
' Avenue. (Wash. County Tax Map 2 1 13A lot 1500.)
Written comments are encouraged, please submit written comments to the Planning
Director at the above address in advance of the public hearing date.
TT publish 4/28/83
1
Jl
3 3
\s_c2
1/4
.r i A-
5 7(1 `7
0 3 9
GD-
...:....a...u....�..6 .................'. ., rc.:n�a. ...r..... .�' ..�..�w�� ...r r.:::. ... .....,.n...,..,. .. .. .� ., -� a.uv. � .... ....wr.a�. . w+.._� «-.
'Laa
N/ 411
April 25, 1983 /I '' ' .:
N.
TO: FRANK CURRIE
FROM: ELIZABETH NEWTON
Please review Sensitive Lands Applications M 1-83, Steve Louie (Hi-Hat); M 2-83,
City of Beaverton; and M 2-82, Jadco/Duncan, for compliance with TMC 18.57 and
comment in writing by May 2, 1983 at 5:00 P.M. .
THANK
i
lSl
' :1 ';21 .„-7/7.411/e.:Aie.-44-eeeei-e-i‹... ..- ,ez--67";;--frtle_ . .
e
/7_,,,, ,rort ,.„4/
. ''r „,..„-°, Ate.-,°--"
° - '
144
BEAVERTO April 21, 1983
City of Tigard
P.O. Box 23397
Tigard, OR 97223
Re: Weir Sanitary Sewer TrunkL.I.D.
Dear Gentlemen:
Enclosed is an application for permit duly accomplished and the required fee
in the amount of $500.00. The purpose of this application is to construct a
sanitary sewer trunk line which would run generally parallel with Summer
Creek. Tho project begins at the end of unified sewerage aency's line locat-
FerrypRd. It extends west and north with total sewer line of 25,000 lineal ,:
ed a roxituatel1400 feet south of the intersection of S.W. 130th and Scholls
R:r feet to serve the the southwest corner of Beaverton.
For purposes of this application the total work within the City of Tigard
corporate limits is approximately 500 lineal feet of sewer line.
If you need further information, please call me at 644•-2191, extension 241.
Very truly yours,
M.L. BOb't-Tdmola, P.E.
Project Engineer
0421-BT-L;dwh:2g'
Enclosure (1)
•
•
ityof Beaverton 4950 S.W. Hail i3ouievard • Beav'erton,Oregon 91005 • (508)644-219i
kr a
RESOLUTION NO. c,"47 /:''/,&
A RESOLUTION ESTABLISHING THE WEIR TRUNK
SANITARY SEWER IMPROVEMENT DISTRICT !
./
WHEREAS, pursuant to Resolution No. 2434 the City declared its
intention to establish the sewer improvement district and construct
the improvements referred to, therein and i\
WHEREAS, notice of said intention was given as required by BC
3.02.`015-.020, and a public hea 'ng was ' h`ld on March 21, 198'7 , for
the purpose of giving all interested persons an opporunity to be
hear <..
dt:on the proposed improvements;: and .. ,
WHEREAS, it appearing to the Councilhat the District should
ee established; and
WHEREAS, the property within the District will be oenefited to
the amount of the respective assessments to
extent of the probable
be leviednow, therefore,
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF BEAVERTON,
OREGON:
Section 1: Establishment of : _ne '.,District.
a•
A, Nature it the Tnt ovement, The Council hereby
. :
esta-
blishes the Weir Trunk Sanitary Sewe� improvement Districtfor the e
purposes Of constructing main line sanitary sewers beginning at the
terminus of the Unified Sewerage Agency (USA) line at SW. 130th'
street approximately 1,400 feet south of S W Old Scho1ls perry '
goad, this point beirig referred to as point "AM' r and extending
north and west €ollowing two primary drainage basins, one of these
gthree further to acquire.
basins di�F�.d,it� into ,: 811b-�basiris arid:
right-of- all in accordance with the specifications of the City
i F
:gtJ$OLUTIO..N NO �
•
of Beaverton and USA with the work to be performed by contract ,•
,z
with others.
•
B. Description of Lines. The actual alignment and length
of lines constructed will be determined upon final engineering.
•
The preliminary scOpe of the project is described as follows
a-
. Line I of the project includes the main line from point "A" .
going west to a point re
ferred to as point "B" approximately 40 .
feet south of Old Schol
is Ferry Road and includes the section I ,
•
•
extending north from the main line intersecting Old Scholls Ferry
Road at a point referred as point "C" approximately 400 feet west
of the intersection of New Scholia Perry Road.
Line II extends; west and north from point "B" approxi •tatelt
1,500 feet, then divides into three sub-basins, the first extending
west approximately 30300 feet, the second extending west
approximately 6 ,800 feet; and the third extending north and west
approximately 5,000 feet: ,
•
Line III extends north and west from point "C" approximately
5 ,700 feet.
Section �2... Estimate: of Cost. The City Engineer has eat _
mated t .
hat the total cost and expense of the improvement, which
shall include the actual expense of construction, engineering,
advertising, publication and hailing of
notices, legal fees:
expenseof apportioning the assessment and levying the liens and
all other necessary expenses, will be $1,330, 000: The USA will
fund up• to 50% of the actual costs attributable to Line I, up to 25i a
•
of the adtual costa attributable to Line II, and Up tt 75% of the
actual costs attributable to Line III,: All costs not funded by 'USA
:RBSOLt TLON Ndr;,
cs page
r
will be assessed to the benefited properties as described below.
A
This section does not guarantee USA funding, but only describes the
4,a
I
maximum potential funding.
Section 3. Benefited Properties. The Council will assess
and impose a lien upon all. the real property benefited by the
improvements for the total final costs of said improvements. The
real property to be benefited by said improvements is determined to
be all of the real property shown on the attached Exhibit A.
Section 4. Method of Assessment of. Cost. The actual costs
and expenses assessed against the real property benefited by ti+:
t
improvement shall be apportioned amongst the various parcels and
tracts :of land included in the district as follows:
A. All propert.es in the. District will be assessed for Line
I Only the properties benefited by the Line IZ lines will be b
assessed , for those
costs, and only the properties benefited by the
tine III line will be assessed for thoses costs. The assessments
for each lite will be calculated individually, then the assessments
i resulting from each line will be totaled to arrive at the total,
r ,
assessment for each
parcel.
B. . The method of calculat.:oix 'of assessment for each line
will be to multiply. thecreage of the , parcel, times a factor . ;
representing the relative sewage production per acre of that
parcel., times the actual costs of line installed by this L.I.D. '
required to serve the parcel. The product Of the three factors
shall represent the relative share of theassessment for a parcel
for a line compared to all other properties benefited by that line.
f C The acreage to be used is the portion of the total
SOLUTION NO& e ! ' J page
.. v �_ ... ., w
•
•
acreage of a parcel. that can be served by a line to be constructed
by this District.
D. The relative sewage production per acre shall be based on
�•
current use, an0 if any parce:L has no current use then by current
zoning at the time me -the District is formed, except when a use is
located on a property such that the remainder of the parcel can be
used at a different production rate without causing .the removal of
the existing use, then the portion occupied by the current use will
be calculated as per its production rate, and the remainder of the
parcel by its zoning. For the purpose of these calculations a
zoning of R-7 (Beaverton Development Code) will be used` as the
minimum density zoning:
F. The actual coats of a line required to serve a parcel
shall be calculated as follows: L`
1. Parcels upstream of a line win. be responsible for
the actual costs of the entire line or portion thereof required to
serve that parcel
2. Parcels situated such that a line passes throughthe
'
parcel will be responsible for the line from the downstream end of
the line to the ,.x stream point 'where :.t`
h p exits thc
1
.3. Parcels situated between the upstream and
downstream ends of a line will be responsible for the line from the
downstream end of the line to a point on the line intersected by a
gradient drawn
• i=rom the corner of the parcel incest distant from
point '1A" , that gradient going downhill towards the line in a
direction perpendicular. :. to the topographic contours until, it
intersects the line
•
AtSOL TION NO: 4. page
i � .
•
.,
Section 5.
The City Recorder shall file a. ,copy of this
' Resolution • its accordance with BC 1.02.095,,
• Adopted by the Council this 2 4h`day of March, 1983. .
Ayes: 4 .. Nays:
i.
•
ATTEST.
APPROVED:
: K-f ii o_
MARY✓r �.
E. CDER, City ?ec�iz er J { R., NELSON, Mayor
--
J,‘
.
.. :, t i �{T m T
C O7NTY O14 WASTifl G O:1 y� .� . '7:'. Cu ll-IICAl IOIY
CITY OF ✓EAVESTON. 2
I, /, 'r f. .C7' t 21 r�.U- . , Recorder for
• City o •Ep�averton, .Vas .ir.,ton..County, Oregon,
certify.that this instra.2ent is a true. copy of .
t �tnam a'-i r u .of the c 'r,cial•records
of the Cit f Ee4 e-ton, •Oregon.
.
�. •
'{
,
p , i
a
I.'
RESG LU' Of• NO
- Sage 5
1
•
Beaverton Codes
1 provided in connection with fills.
11
D. Control of Excessive Runoff .
•
• 1.. Where a one-half acre or larger site is involved, the
r_ e design shall provide for retention of storm waters by
' site draiaag..
use
of impoundments thc,t constitute an approved drainage device to
limit the amount of run-off to a rate not to exceed one-half inch
per hour for the entire site. Flat-roof buildings shall provide
F
I rooftop catchments of three to three and one-half inches with a
maximum runoff of the entire roof are limited to one-half inch per ,.
hour .
2. On sites of less than one-half acre where flat-roof
buildings are constructed, the requirements of subsection Dl above,
as they apply to roofs, shall apply.
9.05„140 Additional Safety pp-ac tions. If at any stage of
,.,
work on
an excavation or , fill the city engineer determines by
y formations such that further
�nspect�.on that the nature of the ,
work as authorized by an existing • ermit is likely to endanger-
property or a public way,
the city engineer may require reasonable
• � ,
safety precautions as a condition to allowing
further work to be
but shall not- be limited
done. Safety precautions may include,
Si gp`cif :ng a' '�iat'cer” exposed slope, construction of addit'x•akns1
• to, , ; aCtlon or cribbing.
e
drainage facilities, kaerins; terracing, co p
. No person
9:05:145 Frc�ci:.ioi'l of
A.diaoent ub13.c prupsxty,=
shall e "c:i late: on land ;s sf f iciently close to :he property line to
,
or other
h• endanger an adjoining public street; sidewalk, alley
v ,�otecting them ^' from /public prraperty, s
without upport•' ° ansl p
settling, cracking, : or other damage ' that might result from the y
..'S,11/82
4 fir
Beaverton Code
property on which the excavation or fill is located or other person
or agent incontrol of the property, on, receipt of notice in
writing from the city engineer, shall, within one hundred eighty
days from the date of the notice, repair or reconstruct the ,
excavation or fill so that it will conform to the requirements of
this ordinance or otherwise repair, reconstruct, strengthen or
eliminate the excavation or fill in a manner satisfactory to the
city engineer so that it will no longerconstitute a menace or
danger. A shorter period of time may be specified by the city
engineer if an imminent and immediate hazard is found to exist. A
person
receiving notice from the city engineer may appeal from the
notice : in the manner provided by BC 2. 05.056 B, to G
I, 9.05:135 Drainage Reauirements,
A. Drainage 'generally. All graded sites shall be developed to {.
provide control of storm and surface waters Adequate provisions
shall be made to prevent storm or :surface waters from damaging the
,. _ sloping ., ^g
face � e
i
a
f" an excavation or the �lopir,� face of a fill - A�.1, drainage
provisions shall be 'subject to the approval of the building
official and the city engineer and shall be designed. to carry storm
and: surface waters to the nearest practical street, storm drain, or
natural water course, approv5sd by the city engineer as a safe place ` '>
to deposit and receive such waters
a, B. Building Pads s.util,d` ng pads on graded sites `-shall be
sloped at a minimum of two percent ' to the Street or an approved
drainage device
C. Subdrainage: When the building official or the city i\
engineer considers itl
necessary; adequate sr;bclr.ainage hall be
52 8/1/82
111
V,
CflY OF TI A RD
WASH-SHNG'TCN CoJ1 'iY,OREGON CASE No. (22 -- '." 1_5" ,
GENERAL APPLICATION' FORM
�ITY OF TIGARD, 12755 SW Ash, PO Box 23397 RECEIPT No.._/....?•23.1.51_
• -_igard, Oregon 97223 - (503)639-4 171
•
L. GENERAL INFORMATION FOR STAFF USE ONLY: -
?ROPERTX ADDRESS_ - -. .oz„ €00.-- Associated Cases:
"-EGAL DESCRIPTION --------- ____
— INTERNAL PROCESSING:
Accepted for Pre-App.:
SITE SIZE;
'PROPERTY OWNER/DEED HOLDER / lG, .,.. 7(. tadBo
DDRESS 0 4,v ,y. " e7-4 r i _ .:._, Pre-App. 4,
/y 6' ,��° i'"4/
moi _,_. �._ - �_�..,_ Date- & Time:
_:PPLICANT** 'c _ ,
-.DDRESS s' ,1,40°x'_ Pk1ONE 1f� a°lPr Accepted for Decision:
. :1Tf • ._Z7:P By: •
,
"`Where the owner and the applicant are differ.znt people , the
1 applicant must be the purchaser t+f record ;car a leasee in He�iring Date:
possession with written authorization from the. oznuer or an ___
agc.tit of the owner with written authorization. The written tliearing Reset To:
authorization must '.Je submitted with this appli.caf,ioa.
1 L. r# E a:un: filed & mailed-REQUIRED LETTER 0'E AUTHORIZATION IS ATTI� "� "`HEb YES N0. De.
'THIS APrLICATION INVOLVES THE FOLLOWING: APP.
~ .
.. ;,
.0 — Accepted for ApPeal; (-
FEE FZLEuPAID
Comprehensiva Plan Amendment
^ _
from to Ey:
quasi-,judicial . q
`• , , legislative
Date of Ike ar:,,rig:
• Zone Change from to
ijud: ial
quas - l.c ::.legislative DESCRIPTION:
. Comp. Plan Des ghation
v planned Unii:1�►elopment IirletAl
concept plan deta .il.ed plan
subdivision
NPO No
1.; Major Pprtitio
Zoning District
Minor Partition -
Design R& iew V
Conditional Use Zon'
_. r. Variance to Zonin -•O dinance
(Title 18) R uarter section`� `'iitle Nthh
Variance to SttbdiVistort Ord,
(Title 17) ,.. .: .�.�:. TAFF Noris.s:
Senr tive Land;permit
a r permit
4Vrp
i Draii ageways
. � •
il
Steep Slopes
L ,tyNIN
P
DEPT.
C:
•
•
GENEI.A.L` 'AJ?PLICA'TION FORM — PACE CE 2 CASE Na.'
CITY OF TIGARD, 12755 SW Ash, "x Bax 23397
Tigard , Oregon 97223 - (503)639-J171
SUPPLEMENTAL INFORMATION (TO BE PROVIDED BY AP"L'LLICANT) - FOR STAFF USE ONLY
Notice of Response
4• . DISTRICTS App., Svot Received
SCHOOL .D..ISTR'�CT ! l'e
WATER DISTRICT b -�
FIRE DISTRICT .r
PARK,DISTRICT 14 +i p
UNIFIED SEWERAGE AGENCY - Sewer Available: YES NO
OTHER +:
5 PUBLIC UTILITIES j
ELECTRICITY
NATU RAL GAS � �. Gte
TELEPHONE
OTHER
6. PUBLIC TRANSIT (TRI MET)
NEAREST BUS ROUTE AND STOP
7. OTHER I:1'TERESTED AGENCIES (SPECIFY)
8 CHARACTER OF THE AREA
EXISTING LAND USE PLAN DESIGNATION ZONE VERIFIED EY STAFF
NO RT[1 -
SOUTH
EASx M ` �7
� rVIQ�
WEST (44, ..
4
..1
GENERAL APPLICATION FORM(;, PAGE 3 CASE .No.
CITY OF TIGARD, 12755 SW Ash, PO Box" 23397
Tigard, Oregon 97223 (503)639-4171
9. CHANGES IN THE CHARACTER OF THE AREA WHICH AFFECT THIS APPLICATION. Please .Discuss:
The purposm of this application is to construct Weir Trunk Sanitary Sewer line beginning
at Unified Sewerage Agency's existing line at SW 130th,: approximately 1400' south of,
Scholls e;:tending westward along Summer Creek. The work in the floodplain within the
jurisdiction of the City of Tigard is limited to approximately 350 lineal feet.of
sewer line. This sewer will be constructed with 27 inches reinforced concrete sewer
pipe, at minimum depth of 6 ft, below existing ground. When completed, the trunk
sewer will be a•per.•xnanent underground facility. All rsurfaces will be restored to its
original elevation and condition. Therefore, no change .in character of the area is expected.
10. DESCRITION OF THE ,SITE
Lot Area (acres, square feet) . fl ?f' .4c.. . "
11 EXISTING STRUCTURES ON THE SITE
,
Square OastareFrom Pro ertY 1ln '
._..,_
Use None Feet:. Nocth South East . __gest
.may,... .. 1.1w:....
.,:.. ... .��f•+.r.+�+:• -._.... _fir-i�r'
�' .. � .... _ 1—r+�M.y' • .' .. '1'L"FI'�w7y:'� _. �w..res.r�nwa, _- ...
• NATURAL CONDITIONS
• 12: Percent Slope: ._..rte .. .
13. Vegetation Types: Average Diatne tett Percent Of Each
'des No: Size GE Trees Per Size '
Grass: 47,(4.44._ ',"'4 0IIN# VgA �*
14 . Flcodp1aitte4. r,. Row w.tch of the site is in f loodplairi? 3, oriim,
• .'. LJ 4WD . - '
•
• ..
1 ... Water Courses �u ..: What type? 'r.g+ ,�„�•
16 a k Outcroppings' _
17. Other: 'The proposed sanitary sewer truth line will ho all in the floodplain
z.
• k1. Proposed De lopflent: Piea;: briefly describe the proposed, deVelOpme it: Aa mentioned
herein aboyex the proposed project; s construct san,�tary sewer trunk line, generally,
11 ■ •-- r .. e - yam,,. _ ..,,.,y'»...,,,r, ...-./ :.�....-.-n..:.::.....-- ...,:
g
•
•
GENERAL APPLICATION FORM . PAGE 4
CAS'Et�o.
u
•
CITY OF TIGARD, 12755 SW Ash, PO Box'23397
Tigard, Oregon 97223 - (503)639-4171 •
19. The following is ❑s is not `• required.*
20. Overall Site Development
Residential Commercial Industrial Open, Spaced O.thet Roads Total.
No, of acres1',.
or square • • •
feet pet use _._
Percent of
s
itC
cov
L . . . _�.
e:ra:e
21. Type. of Residential; • Jse and Characteris ics
_._. Bedrooms/Unit. .
pe of Usp
# of Units EFF. 1 2 _3v4 prod flensity
1y _ ,
y-n
...
1P __ 1 IL4
22. Where applicable .''•please explain hove the 'open• space , �,ommor,!•areas and recreational
facilities 'will be `maintained.. 1i
. e
•
H
23. If the project is to sue ,completed ati phases , please describe each phase of the grojeti` a.
--&/- p-40 0547 eci/e-e- /.5,1 . / L./6'7 /./ 69. . /0.79W, . . i
i
pease submit the .following with this application:
l Vritteii Cenerai Narrative, nuMber as required by: `'Planning )department.
° 2 Proof of Ownership
3 Letter of authorization ,if applicant is not ovilerr,
�o
Q, t,
4 0 Tai. Map
��taff will identify+ frr, You, whather this 4ect ,on •is to .be oomp1et.ed�
K
GENERAL, APPLICATION FOIL( PAGE 5 CASE No.
CITY Of rIGARD, 12755 SW Ash, PO Box 23397
Tigard, Oregon 97223 - (503)639-41 1
THE FOLLOWING PEOPLE, AS REQUESTED BY THE APPLICANT, SHALL BE NOTIFIED OF EACH HEARING.
(e.g. Attorney.,. Surveyor, Engineer) Staff Notice
•
Notice Report Decision of Review
Name DA✓/ 144N41 9 4•Pti }Ai ,
S tree f 26 26 J W CeR4e°46777" ,
City if=04t71 °e State
A Zip ?Z'/1
r?frie4/Es ,c'. c/T,.9,' ' Ga '.
Street S8 Et42G 0€41✓A. M_
�p State 0, Zip 97"0�
° City ,/,���s✓.✓ _ ..
Name
•
•
City State ._ Zip
y
Name
40-. Street
is
City
State Zip .._
APPLICANT ���y r �✓
v9ro • oc,J. ,9'e0 ,i, 1r 7'
OWNER 4r14,E 4J 4ete,//4 T,
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In accordance with Section 18.84.030(2)(b) of the Zoning Ordinance, every.
applicant requesting:.a development proposal is required to meet all
PRE-APPLICATION CONFERENCE requirements. Please consult the Planning
Division concerning these. requirements.
**************
•
***************
In accordance with 'Section I3.84.030(2)(b) of the Zoning Ordinance, every'
applicant requesting a development proposal is required to meet all
PR'E-APPLICATION, CONk'ERENCE regirementsb Please consult the Planning
Division' concerning'these requirements.
•
' In accordance: with Section 18::.84.030(2)(h) of the Zoning Ordinance, every
applicant requesting a development proposal is required to meet ell
1Rt-APPLICATION CONFERENCE requirements Please consult the Planning
Division concerning these requirements..
.i',. ******fie* *****
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�., L"' eta at.cordat ce ith 9ecttort 18; .••
• g4bb3�01w2�(h} of• the"�on.in,g Ordinattcey every
applicant requesting a development proposal is requited to meet all,
4 P''1E-APPLICATION CONFERENCE requirements. Please consult the Planning
•
19i.ufsiotl t=oncert►ing these requiremente.
*leek****4:***fit**'**
•
•
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Statement on Project Purpose
Scope of Work and Conformance With
City of Tigar Fl oodp ai n and Drainageway Regulations
Related to Sensitive Lands Forms Permit Application for the Weir Trunk
• Sanitary Sewer Local Improvement District, Beaverton, Washington County,
Oregon.
Applicant: City of Beaverton
I. Project Purpose
The Weir Trunk Local Improvement District is part of Unified Sewerage
Agency's Scholls Trunk Sewer plan. The Weir Trunk Sewer is designed to
serve approximately 970 acres of mainly residential zone properties in
the southwest area of Beaverton.
To serve these properties by gravity sewer, all lines must be located in
valleys or ravines and to generally parallel the natural ground drainage
ways. Engineering studies and design will be done by private consult-
ants. Construction of the project will be inspected and administered by
the City Engineering staff. When completed, all sections of lines that
are outside the City of Beaverton corporate limits will be owned and
maintained by the Unified Sewerage Agency and those lines that are in
the City of Beaverton corporate limits will be owned and maintained by
the City of Beaverton.
IIn Scope of Project+
The project begins at the end of Unified Sewerage Agency's line located
approximately 1400 feet south of the intersection of S.W. 130th and
Scholls Ferry Road. It extends west and north following The Creek
Alignment with total sewer line of approximately 25,000 lineal feet.
The sewer lines will be reinforced concrete sewer pipe with sizes chat
vary from 27" to 8" in diameter. All lines will be installed at a �,
minimum depth of 6 feet from existing ground.
For purposes of this application the total work within The City of
Tigard Corporate Limits is approximately 500 lineal feet of 2" sewer
line.
III. Conformance with Washington County Flood Pl ai rt District Regulations
The Weir Trunk sewer will be constricted by the use of conventional
trenching and backfilling methods. The minimum Workable trench width
swill be specified. Any excess excavated materiel resulting from the
volume of earth displaced by the sewer pipes, manholes and bedding
materials will be removed and disposed of at a predetermined area
outside the floc. plain. It will be specified in the contract that
contractor is required to maintain the surface of the backfilled trench
W ,
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•
contractor is required to maintain the surface of the iackfilled trench
at the same level as the existing ground adjacent to the trench.
Therefore, construction of the line will in no way alter the floodway, 4
.
floodway fringe and thus the physical character and capacity of the
flood plain as it exists will he preserved. • ,
One of the considerations we have in mind for the design of the system ;
is the protection of properties from damage as a result of the design
location of the sewer, construction activities and timing of construc-
tion. f
As stated previously, The Trunk Sanitary Sewer will generally parallel \ 6
the creek channel at a distance, which wi l l allow majority of
construction operations to proceed without causing damage or disturbance
to existing channel slopes or bend. Where the creek crosses the
channel , the channel will be restored_to its original cross section and
stabilized with rip rip material as necessary to prevent subsequent
erosion. Also, the construction activities will be strictly limited to
the confines of the temporary construction easements. ..
IV. Drainage Impact due to future development. Q: J
The City of Beaverton development code requires detention facilities in ', 4a
every development (see enclosed section of,that code).
This requirement would maintain the amount of storm runoff the same as ,
it existed before development.
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Enclosure (1) p
U IVlf,l hVelllS d HSSUUL Les kite. J#UU ix JUUU UUUU, U LUU,
2626 S.W. Corbett Ave. AMART
Portland, Oregon 97201 , .
Chris E. Bowles P.E. City Engr. 5900
4950 S.W. Hall Blvd. KALLIO/DEARBORN
Beaverton, Ore. 97005 12940 S.W. Glacier Lily Cir.
Tigard, Ore. 97223
6200
Richard 6 Delores Galbraith AMART DEVELOPMENT
0/0 Ann F. Norris Et Al 7 2intner
6870 Portland Ave.: 12970 S.W. Glacier Lilly Circle
IT9st Linn, Ore.. . 97068 Tigard, Oregon 97223
1S1 33 A 300 7200 City of Tigard
GRABHORN
Route 1 Box 844
Beaverton, Ore. 97005
1S1 33D 3011 7300
KRUEGER DOUGLAS
14655 NW Hunters Dr. I 11470 ' S.W. 130th ', :
Beaverton, Or. 97006 /igard, Oregon 97223
1S1 33AD 5000 .
'7 TRADEMARK HOMES, INC
Balzer, .Dennis
12995 S.W. Hawks Beard St: 4
Tigard, Ore. 97223
5100 5800
TRADEMARK UOMES INC.
7185 B.W. Sandl,urg St. St.
Portland, Ore. 97223
r . 5200 thru 5700
AMART DEVELOPMENT LTD.
8925 S.W. Beaverton Hwy.
Portland, Oregon 97225
,. 5900
WR/GRT
129115 S.W. 1lavtks Beard at. I
d Tigard, Oregon 97223
151 33DA 6700 thru 7100
AMART 1)EVELOPMENT 1.
8925 51W. Beaverton }Ivry.
Portland, Oregon 97225
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12910 , .W Glacier Lily Cir
Tigard, Oregon 9"7223
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