Agenda - 10/31/2005
WOODBURN CITY COUNCIL
SPECIAL MEETING AGENDA
OCTOBER 31, 2005 - 7:00 P.M.
1. CALL TO ORDER AND FLAG SALUTE
2. ROLL CALL
3. GENERAL BUSINESS - Members of the public wishing to comment on items of
general business must complete and submit a speaker's card to the City
Recorder prior to commencing this portion of the Council's agenda.
Comment time may be limited by Mayoral prerogative.
A. Council Bill 2596 - Ordinance to complete Periodic Review work tasks by
amending the Woodburn Comprehensive Plan; adopting a new Urban
Growth Boundary; amending the Woodburn Development Ordinance;
repealing Ordinance 1689; adopting certain background documents;
making legislative findings; and setting an effective date
Recommended Action: Adopt the ordinance.
4. ADJOURNMENT
UH<lbr~ interpretes qisponibles p<lt"<l <lquel[<ls person<ls que no h<lbl<ln Ingles, previa <lcuerqo.
ComunTquese <ll (503) 980-2485.**
October 31, 2005
City Council Special Meeting Agenda
Page i
"1"'!' r
MEETING NOTICE
L KATHRYN FIGLEY, THE DULY ELECTED MAYOR OF THE CITY OF
WOODBURN DO HEREBY CALL A SPECIAL MEETING OF THE WOODBURN
CITY COUNCIL. TO BE HELD ON MONDAY, OCTOBER 31, 2005, AT 7:00 P.M.
IN THE WOODBURN CITY HALL COUNCIL CHAMBERS, 270 MONTGOMERY
STREET, WOODBURN, OREGON TO CONSIDER ADOPTING THE CITY'S
PERIODIC REVIEW WORK PROGRAM.
THIS MEETING IS CALLED PURSUANT TO THE WOODBURN CITY
CHARTER AT THE REQUEST OF THE MAYOR.
DATED THIS 19TH DAY OF OCTOBER 2005.
- .....
n, ;\
~~..~~.:.t4r..
'J;r ..... . .
WQ.QD~tL~N
Ilt(o(I'~'raled -/889
~~
.
.
October 31 , 2005
TO: Honorable Mayor and City Council
FROM: John C. Brown, City Administrator
N. Robert Shields, City Attorney
Greg Winterowd, Planning Consultant
SUBJECT: Additional Periodic Review Materials
Legislative Amendment 05-01
RECOMMENDATION:
Receive the additional materials and adopt the ordinance.
BACKGROUND/DISCUSSION:
Several days ago, the City Council was provided an ordinance, with
attachments, to be considered at the October 31, 2005 special meeting. Since
that time, minor changes have been made to a limited number of documents,
which are summarized below and reflected in the attached materials:
. An updated "Appendix C" was added to the Public Facilities Plan (Exhibit
1-B of the ordinance). The updated appendix is attached.
. Minor revisions were made to details contained in both the Findings of
Fact (Exhibit 5-A) and the UGB Justification Report (Exhibit 5-B). For
instance, Crosby Road was inaccurately referenced as an "arterial street"
when it is actually a "service collector." The necessary corrections were
made.
In addition, minor language changes were made to the ordinance. Also,
Attachment 5-D (containing certain staff reports that are already in the
record) is no longer incorporated into the ordinance. The attached copy
constitutes the final form of ordinance.
Attachments:
Ordinance
Appendix C to Public Facilities Plan
Agenda Item Review: City Administra
City Attorney
Finance
l' 11 T
~/'
, - :th": \
,.. 00.;: , _'
r' . -.. . .'fiT ...... .'
WQ.Q.DBQ.~N
In'o'J'~"a"J 'llS'!
~~
.
.
October 31 , 2005
TO: Honorable Mayor and City Council
FROM: John C. Brown, City Administrator
N. Robert Shields, City Attorney
Greg Winterowd, Planning Consultant
SUBJECT: Additional Periodic Review Materials
Legislative Amendment 05-01
RECOMMENDATION:
Receive the additional materials and adopt the ordinance.
BACKGROUND/DISCUSSION:
Several days ago, the City Council was provided an ordinance, with
attachments, to be considered at the October 31, 2005 special meeting. Since
that time, minor changes have been made to a limited number of documents,
which are summarized below and reflected in the attached materials:
. An updated "Appendix C" was added to the Public Facilities Plan (Exhibit
1-B of the ordinance). The updated appendix is attached.
. Minor revisions were made to details contained in both the Findings of
Fact (Exhibit 5-A) and the UGB Justification Report (Exhibit 5-B). For
instance, Crosby Road was inaccurately referenced as an "arterial street"
when it is actually a "service collector." The necessary corrections were
made.
In addition, minor language changes were made to the ordinance. Also,
Attachment 5-D (containing certain staff reports that are already in the
record) is no longer incorporated into the ordinance. The attached copy
constitutes the final form of ordinance.
Attachments:
Ordinance
Appendix C to Public Facilities Plan
Agenda Item Review:
City Administra
City Attorney
Finance
l~ rn
MethodoloQY for Calculations - Urban Growth Boundary Expansion
City of Woodburn - Public Works Department
April 2005
1. Public Works provided assistance to Community Development (Comm. Dev) in
preparation of estimated costs for infrastructure related to proposed expansion of
Urban Growth Boundary.
2. Comm. Dev determined 8 subareas for expansion. Public Works was provided
mapped limits for the subareas and proposed land use designation within each of
the areas.
3. Land use categories were as Residential, Commercial, and Industrial.
Combinations were devised by application of formulas, without describing the
location within a mapped area where any particular land use might occur.
4. Public Works was charged with estimating costs for water, storm sewer, and
sanitary sewer within the boundary of each of the 8 subareas.
5. The physical size (in acres), of each land use for each subarea was calculated
using CAD.
6. Master Plan criteria for water consumption, sanitary sewer flow rates and storm
water runoff were used to determine values for each land use. Sizes of
conveyance facilities were calculated for all areas by uniformly applying derived
flow rates. Conceptual grid patterns for distribution pipes, sewer collection lines,
and storm water collection lines were devised. The conceptual patterns were
extrapolated and reduced to formulas for costs to serve on an acreage basis.
Generally, the delivery of service to each sub area was considered to occur at
one Point of Connection. This simplification did not consider market-driven
development factors that would likely produce need for a greater number of
connection points in the future, depending on the geographical extent and
location of demand.
7. Based on CIP cost records (maintained by Engineering staff) and System
Development Charges from Comm. Dev Planning staff, a cost per acre for each
land use type was derived and are as follows;
Water Systems: Residential = $9.0KlAC Comm.llndustrial =
$5.1 K1AC
Sanitary Sewer: Residential = $10.8K1AC Comm.llndustrial =
$5.0KlAC
Storm Sewer: Residential = $7.8K1AC Comm.llndustrial =
$3.6K1AC
.... "'" ......
8. Flow rates for these three infrastructure systems are as follows;
Water Svstem
Residential = 1,315 gpd/AC (Avg.), 5,130 gpd/AC (Max.), 120,000 g/2hr.
Commercial/Industrial = 382 gpd/AC (Avg.), 1,490 gpd/AC (Max.), 600,000
g/2hr.
Sanitary Sewer
Residential = 1,420 gpd/AC
Commercial/Industrial = 700 gpd/AC
Storm Sewer
All areas: 0.5 cubic feet per second (cfs) per acre This empirical value was
applied uniformly, regardless of projected land use, because little
difference was discemable between runoff factors in conditions of a
design storm.
Discharge from subareas larger than 150 acres were analyzed as Primary
Drainage ways, in accordance with definitions from the Storm Drainage
Master Plan (SDMP). Areas greater than 50, but less than 150 acres were
described as Secondary Drainage ways. The SDMP instructs that
conveyance systems for Primary Drainage ways accommodate runoff
from 100-year event. Secondary Drainage ways are designed for 50-year
events. The sizes of pipes were determined based upon their estimated
slope and approximate design runoff for the tributary subarea.
9. The estimates considered that planning has already been made for some major
infrastructure projects (mostly within the current Service Areas, and shown in a
five-year plan called Capital Improvement Program, or "CIP"). Calculations were
performed assuming that water, sanitary sewer, and storm drainage Capital
Improvement Projects shown in the budget for fiscal year 2004-20005 were
accomplished before any of these expansion projects were under taken.
10. Some infrastructure elements within the existing UGB would need upgrading to
serve individual expansion subareas. Some of these improvements were not
included in the CIP. Where additional improvements were necessary to existing
systems situated within the existing service limits, the cost of improvements was
estimated by application of historic construction cost records. These costs were
added to other cost elements related to provision of service within each subarea.
Included were water booster stations and sanitary sewer pump stations whose
locations and sizes are shown on work maps that were prepared in course of the
work.
..,.. '"' .,...
REGION No.1
GENERAL:
. Approximately 655 AC total areas. For evaluation purposes, this region was
divided into 360 AC of Residential and 240 AC of CommerciaVIndustrial, 55
acres have been excluded from the total for flood plain riparian areas.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system can be looped to the adjacent existing system without
requiring any additional distribution line between systems.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (2.93 MGD).
. Estimated cost of construction of distribution infrastructure is $4.48 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region would be expected to require construction of a new lift station in the
Northern most point at an estimated cost of $600,000.
. The new lift station would then require a new gravity line to Boones Ferry Road
at an estimated cost of $400,000.
. Estimated new collections systems cost is $5.10 million and will generate an
approximate load of 1.05 cfs.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage appears adequate to handle outfall(s) to both fingers of Senecal
Cr. to service this area, approximate 300 cfs.
. Estimated new collections systems cost is $4.17 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$4,480,000
$6,100,000
$4.170.000
$14,750,000
REGION No.2
Revisions, July 01, 2005
" T!I i
GENERAL:
. Approximately 675 AC total area. For evaluation purposes this region was
divided into 440 AC of Residential and 210 AC of CommerciallIndustrial. 25
acres have been excluded from the total for flood plain riparian areas.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 1300LF of 12-inch dia. main looped to the adjacent
existing system at a cost of $180,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (3.3 MGD).
. Estimated cost of construction of distribution infrastructure is $5.02 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region would require construction of a new gravity system to connect to the
existing system at the North end of Boones Ferry Rd and/or the Mill Creek
Interceptor.
. From the Boones Ferry Rd. connection point, approximately 4000 LF of collector
will have to upsized to the Goose Cr. connection of the parallel westerly reliever
at a cost of $500,000.
. Estimated new collections systems cost is $5.78 million and will generate an
approximate load of 1.19 cfs
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage appears adequate to handle outfall(s) to upper Mill Cr. to service
this area, approximately 325 cfs.
. Estimated new collections systems cost is $4.17 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 5,200,000
$ 6,280,000
$ 4.170.000
$15,650,000
Revisions, July 01, 2005
nr T
REGION No.3
GENERAL:
. Approximately 330 AC total area. For evaluation purposes this region was
divided into 100 AC of Residential and 230 AC ofCommercialJIndustrial.
. Flow rates for water; sewer and stonn distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 400LF of 12-inch dia. main looped to the adjacent
existing system at a cost of $60,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (1.6 MOD).
. Estimated cost of construction of distribution infrastructure is $2.09 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region would require construction of a new gravity system to connect to the
existing system at Industrial Pump Station on Industrial Way.
. From the connection point, approximately 1200 LF of collector will have to
upsized to the Industrial Way Pump Station at a cost of $265, 000.
. Estimated new collections systems cost is $2.25 million and will generate an
approximate load' of 0.5 cfs.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage is adequate to handle outfall of only a small portion to upper
Mill Cr. The bulk of the region would require construction of approximately 1400
LF of 78-inch dia. pipeline Easterly to natural tributary to the Pudding River at a
cost of $521,000, approximately 167 cfs.
. Estimated new collections systems cost is $1.62 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 2,150,000
$ 2,515,000
$ 2.141.000
$ 6,806,000
Revisions, July 01, 2005
r m- T
REGION No.4
GENERAL:
. Approximately 343 AC total area. For evaluation purposes this regIon was
determined to be all Residential and no Commercial/Industrial.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 1l00LF of 12-inch dia. main looped to the adjacent
existing system at a cost of $154,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (1.88 MGD).
. Estimated cost of construction of distribution infrastructure is $3.1 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region would require construction of a new lift station, off Hwy. 211 then a
5000 LF of force main to the WWTP at a cost of $1.5 million.
. Estimated new collections systems cost is $3.70 million and will generate an
approximate load of 0.75 cfs.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage is inadequate to handle outfall. Runoff would, therefore, require
construction of approximately 2000 LF of 78-inch dia. pipeline Easterly to the
Pudding River at a cost of $745,000, approximately 170 cfs.
. Estimated new collections systems cost is $2.68 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 3,254,000
$ 5,200,000
$ 3,425.000
$11,879,000
Revisions, July 01, 2005
TIT .,...
REGION No.5
GENERAL:
. Approximately 431 AC total area. For evaluation purposes this region was
assigned into 431 AC of Commercial/Industrial and no Residential.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 3600LF of 12-inch dia. main looped at a cost of
$500,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (1.24 MGD).
. Estimated cost of construction of distribution infrastructure is $2.20 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region will require construction of a new lift station in the Northwest comer
of the region at an estimated cost of $350,000.
. The new lift station would then require a new force main of approximately 4800
LF to connect to the existing gravity collection system at the Mill Cr. trunk line
off of Cleveland St. at an estimated cost of $750,000.
. Estimated new collections systems cost is $2.16 million and will generate an
approximate load of 0.50 cfs.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage is inadequate to handle outfall. Runoff, therefore, requires
construction of approximately 4500 LF of 84-inch dia. pipeline Easterly to the
Pudding River at a cost of $2.0 million, approximately 216 cfs.
. Estimated new collections systems cost is $1.55 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
Cost Estimate Summary:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 2,700,000
$ 3,260,000
$ 3.150.000
$ 9,110,000
Revisions, July 01, 2005
l' m T
REGION No.6
GENERAL:
. Approximately 191AC total area. For evaluation purposes this region was
assigned into 189 AC of Residential and no CommerciallIndustrial, 2 acres have
been excluded from the total for flood plain riparian areas.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 5000LF of 12-inch dia. main looped at a cost of
$600,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (1.09 MGD).
. Estimated cost of construction of distribution infrastructure is $1.7 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANIT MY SEWER SYSTEM:
. This region will require construction of a new lift station along the Southerly
fmger of Mill Cr. and behind Shalimar trailer park at a cost of $350,000.
. The new lift station would then require a new force main of approximately 1800
LF to connect to the existing gravity collection system at Bridlewood Ln. and
Brown St. at an estimated cost of $250,000.
. Estimated new collections systems cost is $2.04 million and will generate an
approximate load of 0.40 cfs.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage appears adequate to handle outfall(s) to South Mill Cr. to service
this area, approximately 95 cfs.
. Estimated new collections systems cost is $1.47 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 2,300,000
$ 2,640,000
$ 1.470.000
$ 6,410,000
Revisions, July 01, 2005
1< 1" T
REGION No.7
GENERAL:
. Approximately 510 AC total area. For evaluation purposes this region was
divided into 380 AC of Residential and 130 AC ofCommercia1/Industrial.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system will require extension of the existing distribution
system by approximately 6100 LF of 12-inch dia. main looped at a cost of
$700,000.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (2.87 MGD).
. Estimated cost of construction of distribution infrastructure is $4.1 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. This region will require construction of 1000 LF of new gravity sewer line to
connect to the existing system at the South end of Harvard St. at a cost of
$80,000.
. The existing gravity collection system at Harvard St. would require being up sized
for approximately 3300 LF to 1-5 pump station at an estimated cost of $250,000.
. Estimated new collections systems cost is $4.77 million and will generate an
approximate load of 1.0 cfs.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. A new collection system would connect to the existing system on the West end of
Parr Rd. and require upsizing the existing collector to a 84-inch dia. line at a cost
of $1.7 Million, approximately 255 cfs.
. Estimated new collections systems cost is $3.44 million.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$ 4,790,000
$ 5,100,000
$ 5.140.000
$15,030,000
Revisions, July 01, 2005
...
REGION No.8
GENERAL:
. Approximately 755 AC total area. For evaluation purposes this region was
divided into 457 AC of Residential and 298 AC of Commercial/Industrial.
. Flow rates for water; sewer and storm distribution and collection systems are
based on zoning densities appropriate to the assigned land use and Master Plan
consumption/contribution rates.
. When and where practical topographic geography was considered in gravity
systems.
. This region was analyzed independent of other proposed regions.
. The analysis is based on all CIP projects, identified in the current Master Plan
Documents, have been completed.
WATER DISTRIBUTION SYSTEM:
. A new distribution system can be looped to the adjacent existing system without
requiring any additional distribution line between systems.
. Flow rates were based upon Master Plan use rates per capita and 2-hour fire
durations (3.5 MGD).
. Estimated cost of construction of distribution infrastructure is $5.62 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
SANITARY SEWER SYSTEM:
. A new collection system would connect to the existing system on the West end of
S. Woodland Ave. flowing to 1-5 pump station.
. Existing collector would require upsizing to a 24-inch dia. line at a cost of
$250,00.
. Estimated new collections systems cost is $6.42 million and will generate an
approximate load of 1.32 cfs.
. Analysis indicates the existing system (Le. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
STORM SEWER SYSTEM:
. Natural drainage appears adequate to handle outfall(s) to both fingers of Senecal
Cr. to service this area. Approximately 375 cfs.
. Estimated new collections systems cost is $4.63 million.
. Analysis indicates the existing system (i.e. current 2004 service area) will support
the improvements, estimated costs are shown below in the summary.
COST ESTIMATE SUMMARY:
Water Improvements
Sanitary Sewer
Storm Sewer
Total
$5,620,000
$6,670,000
$4.630.000
$16,920,000
Revisions, July 01, 2005
..,~" T
I/)
-
o
w
II)
<(
w
~
o
~
en
C)
::::)
~
o
LL
en
...
z
w
::E
.w
O:~
<(-
.::::)
ena
w
~
~
w
...
~
LL
o
Z
o
i=
<(
::::)
..J
<(
>
W
IJ
.0
D-
ctCLL.
I-cl:!::
O:E~
t-
~
-IcO-
<tZ...JU)
t-'LL.a:
o:EUJ::t:
1-8~~
LL.
~
-I 0-
<tU)...J~
I-WLL.::t:
oa:WN
I- a:_
iL
U
~::E ~
_:;) "Cl
a:::Ec~
I--Q~
(1)>< .
::>><1: ~
c:::iE ~
Z .....
5
<(
ow u
a:o ~
Wc{ci5.
:EO::cc>>
:EW ~
0><( ~
o ~
U
:E ~
ic"R.
...J~c~
<c"" ~
1-... ....
ffi II)
o u
Ujw ~
wo c
a:~c~
wO...
> .
< ~
l")
.....
Ow
zo
,<
:Ew
:Ea:
00
0<
(1)0
~<
mmom......COOv
mmvlO("')OCO<O
OvlO<om<o("')("')
('f) I/f ...: ai ...: ai c:S 1.0-
("') I'--COI'--V CO 1'--0
mNIOCONOCOIO
N('f)"':"':"':":N('f)
I'--NO ::;:; ("')N<o
<O(",)N a; vco
m ..... 1.0_ 0 ..: 0 <0. 0
I/fcxico V Ov
~m~ N_ ~o
...... .....
NI'--om
~leN~
~cD~aio
.....1.0("')1'--
m. ("'). <0 co.
......N .....
CO <0"'"
0("')0
<01'--1.0
ai m. -.i
co I'-- <0
oov
....... N N.
I'--NO (",)N
<O(",)N ("') v<O
m. 1'--. 1.0. 0 m. 0 co. co.
1.0 co co ..... 00
IO.....V V mv
(\')("')("') <0 .....v
lO.....m N I.OV
m<ov 0 01'--
m N 0 0 1'--_0 co......
N('f)": ~ ai~
mcom ..... v......
N.....om coco......
~leN~ 0~f5
~ cO 0_ ai 0 co. ai -.i
1.0("')("')1.0 mlOv
CON........... COm(\')
- -1.0 - m . .
"r""""N..... "I""""N
I.OvON ......MCO
l'--......vCO ......COM
.....1.01.0..... <ov.....
cDcri":":OcxiN":
I'--.....MI.O vOO
vlO.....V NIOCO
mvv ...... CO<O
M.....MOMONm
NNN v .....N
N<OOM mNI'--
<OMOVOCOCOI.O
MV......M .....Mv
tLW
OZ
a:O
tLN
.....N(\')VI.O<OI'--CO
m
.....
o
.....
I'--
M
co.
.....
1.0
1.0
<0
cD
m
CO
I/f
V
N
v
o
co
v
N
.....
1.0
1.0
CO
8
N
N
cD
CI
<G
....
o
-
III
(!)
::E
..
o~
~D-
- .....
COo
..... ..
..c::('I)
01/)
....0
a10
~~
...:~
~o
........
CD CD
't;j't;j
00
_ '0
aI CD
c-
._ c
C) 'c
'C D-
O
N
m
m
ai
m
1.0
.....
<Ci
-c
c
<G
o
(!)
::E
co
d
.....
-
o
o
:J
-c
o
....
0..
CD
:a
"0
:J
-c
o
....
0..
CD
>
IV
.r:.
V
N
V
o
v
<0
.....
.....
M
V
<0
-.i
co
m
N
.~
~
1.0
-
:J
o
:!2
"5
.c
a.
~
-
o
m
co
N
N
CD
III
IV
.r:.
a.
a
~
o
'7
II)
:)
en
W
I-
o
Z
r 1'1 T
I.()
-
o
/~
Jj
<Q
0..
zo
-oct
-noW
_UJ~
a~tI)
mo
Z
o
(5
UJ
a:
>
m
U)
UJ
a:
ct
Z
::)
o
m
o
UJ
o
Z
UJ
l-
X
UJ
LL
o
U)
ii)
>
...J
c(
Z
c(
I-
m
o
o
z
~
o
2
a:
o
I-
m
a
I-
o
I-
o
aZI-
I-:::::U)
020
1-00
o
a
a!zl-
I-UJU)
OcO
1-ii)0
w
a:
~t;
:::::00:0
20UJc(
000.
om
...J
~t;
zOO:o
~oUJc(
-co.
~m
a:
CUJ
zc)
i~
:!EO:
8~
~1Ot-~~IOIO~
ONCO.....IO~IOCO
g('l').....~NO)N~
00000000
00000000
00000000
00000000
ONvvCONvN
v.~NIO.~~cici
CIOt-Nt-IOt-V('l')
CO.....COCOIOVVCO
c<i~~N~~c<i~
CItCltCltCltCltCltCltClt
000 0 00
000 ~ o~
00008008
oooocooOco
V.V.V.o ......0 CIO.1ii
~R~CIt:gClt~~
CIOt-CIO - v .
CltCltfl't ;; CIt;;
0000 000
~~o~ ~~~
00.0 000
000000000
co. CIO. 0 v. ~ N. co. co.
('I')OO.IOOVO)V
NOcot-fl'tt-t-CO
co. v. t- co. v. 0). 10.
~~fI't~ E4~~
00000000
00000000
00000000
00000000
CO co co coco co coco
('1'). c<i ('1'). c<i c<i c<i c<i c<i
fl'tCltCltCltfl'tfl'tCltClt
00000000
00000000
oc:ic:ioc:ic:ioo
00000000
CIOCIOCIOCOClOCIOCIOCO
r-: r-: r-: 1'-. r-: r-: r-: r-:
fl'tfl'tCltCltfl'tfl'tCltClt
~~~0C;;0~~
NNN v .....N
mo
~<C
NCOO('l') o)NI'-
CO ('I') 0 vOClO CIOIO
('I')v.....('I') .....('I')v
Q.UJ
OZ
0:0
Q.N
.....N('I')VIOCOt-CO
o
o
o
o
v
0).
v
N
c<i
N
CIt
o
o
o
o
N
""It
o~
~o..
- 1"'"'
CIOo
..... ""
C")
~~
asO
::!~
":<"1
.Eo
~.....
0).$
-as
(30
_ "'C
as 0)
c-
.- C
01 "C
"C 0..
o
.....
10
10
Iii
fI't
o
o
o
o
N
CIO.
0)
co
r-:
.....
fI't
N
v
10
~
o
....
en
:E
a.
.~
0:::
U
o
(j)
c::
o
Q.
::J
"C
Q)
en
(Q
.Q
Q)
Iii
Q)
o
(Q
....
Q)
Q.
-
en
o
U
Ui
I-
a
z
0)
co
N
N
c
o
Jo;-
ID
~
en
r
1.1)
-
o
.-...,
Jl
aJ
a..
2
o
(5
w
0::
>-
In
en
w
~
~
o
2
:;)
o
In
o
W
o
2
W
~
)(
W
LL.
o
en
Ui
>-
..J
~
2
~
~
en
o
u
0::
w
~
en
~
~
~
Z
~
en
~
o
~
o
cl2~
~=::::en
O:EO
~Ou
u
cl
cl!z~
~Wen
OCO
~Uiu
W
0::
~t;
=::::OO::U
:EOW~
000..
om
~t;
ZOO::O
~UW<(
_co..
fflen
0::
Cw
2C)
=::::~
:Ew
:EO::
00
U<(
rnu
It:!~
o..w
02
0::0
D..N
00000000
00000000
cicicicicicicici
00000000
COClOovONCOCO
~ ai 0 v. \l'i ~ \l'i \l'i
Or--lOOlOvCO~
~r--Nr--~Or--v
.o.oN('t)NN~rD
~~EflEfl~~EflEfl
000 0 00
~~~ ~ O~
000 0 .0
00000080
o_o_~~ o.~ 0 O.
lOOOOlOOO'O
mr--r--fltlOfIt_ClO
~.~~. .... <ov.
...-..-...... N fAo""-
Efl Efl fit Efl Efl
0000 000
0000 000
cicioo cicici
00000000
COClOOvONCOCO
ai ai 0 ~ ci ~ lO- \l'i
OOClOOEflvNM
m r-- 0 r-- 0 ~ m
ri~~-('t) Nv-~
Efl fit fit fit ~ Efl ~
00000000
00000000
cicicicicicicici
00000000
00000000
\l'i\l'iICi\l'iICi\l'i\l'i\l'i
EflEflfltEflfltEfl~Efl
00000000
00000000
ciciaaaaaa
00000000
ClOClOClOClOClOClOClOClO
00000000
...-....-..............-..-..-.....
fltEflEflfltfltfltEflEfl
mvv ..... ClOCO
M~MOMONm
NNN v ~N
NCOOM mNr--
COMOvOClOClOlO
Mv~M ~Mv
.....NMvlOCOr--ClO
o
o
ci
o
N
ICi
.....
N
N
M
~
o
o
ci
o
o
o
.....
r--
r-:
Efl
"It
o:!
~n.
- ....
000
.... ..
.s:::.<"'>
01.1)
...0
caO
:!~
":('1.1
.Eo
1-....
Q)$
-ca
~c
- "0
ca Q)
c=-
._ c=
C) 'c
. c a..
o
o
o
ci
o
N
\l'i
o
lO
v.
N
Efl
N
v
lO
~
o
1ii
:c
a
'0
CD
a:::
()
o
en
c:
o
a.
J
"0
CD
III
l'Il
..c
CD
....
l'Il
CD
....
o
l'Il
....
CD
a.
m
co
N
N
a!
t-
o
'";'
aI
:::J
en
-
III
o
()
Iii
I-
a
2
1" l" r
Il)
"-
o
A
C'll
Q..
fIJ
u..
(.)
z
o
(;
w
[t:
>-
lQ
fIJ
W
i
~
...J
u..
[t:
W
~
W
fIJ
~
~
Z
<(
fIJ
>-
<i!~g<(
1-00..0
O...JO[t:
1-u..1-~
(.)
o ~
~~UO
-0-0..
:E...J~e)
Ou.. 0
(.) 0
,...
~ ~
Z~UO
wO-Cl~
O...J ..,
-u..[t:O
rn N
w ..
[t: ....
Ow
Ze)
:i~
:E[t:
00
0<(
flJo
~<(
a.w
OZ
[t:0
a.N
10 o>r-..IOr-..NooN
O.......,.r-.....,....,. 0> ('I)
"-:"-:00000"-:
00000000
...,.NOCOOoo...,....,.
('I) 0>00 or-.. ('I) 0....
""':a:Jllir-:""':a:JN'cD
00 CO 0000 CO ('1)10
COr-..('I)""'('I)NCOoo
000 0 00
000 0 00
('1)_00_00_01'-_0 CO N
r-..m('l) .... or-:
co...,.co 0 mO
............ ('I) ooN
0000
...,.NOCO
0....00
...,.-ai N'r-: 0
...........,.00
1.0 CO.......,.
000
00...,....,.
('I)...,.m
a:JN'a;
CO...,....,.
NI.OCO
~~~O(;)O~~
NNN ...,. ....N
NCOO('l) mNI'-
CO ('I) 0...,. 0 00001.0
('1)...,.....('1) ....('1)...,.
....N('I)...,.I.OCOr-..oo
~
cO
o
00
('I)
...
0:iE
~n.
-~
GOo
~ ""
~(')
Oil)
...0
caO
::E~
"':"1
~C5
..-......
Q) Q)
QiQi
00
- "0
C'll Q)
C-
.- C
Ct "C
"C n.
o
....
o
('I)
~
o
o
...,.
ai
......
o
....
o
CD
m
....
N
N
cri
N
...,.
1.0
....
m
CO
N
N'
<it
...
o
to:'
CD
:)
en
n r
II')
-
_0
,
,
JI
cu
a..
2
o
a
w
a:
>-
fa
o
w
ii:
<(
o
z
j
o
ID
o
W
o
2
W
l-
X
W
I&.
o
o
tij
>-
..J
<(
Z
<(
I-
o
o
o
>-
..J
11.
11.
j
rn
a:
w
i
~
I-
o
I-
o
~21-
1-:::::0
o::EO
1-00
o
~
~~I-
I-W0
000
I-tijO
W
a:
01-
Z0
:::::oa:o
::EOW<(
0011.
om
~I-
o
201:1:0
~OW<(
-011.
fflrn
a:
Ow
20
i~
::EI:I:
00
0<(
00
~<(
I1.W
02
a:o
o..N
00000000
00000000
00000000
00000000
O)~~O....oco<o
<<i ID- ri r-.: <Xi ....- ci N
..........O)COO)OO)N
~ooo..........o<o
~IliNriN...:~1li
~fh~fh~fh~fh
000 0 00
~~~ ~ o~
000 0 -0
~~~g~ggg
co- ...: (<)- 0 co- 0 CX). a)
....o)o)~o)fhNo
NO.... .... IDID
~~~ ~ ~~
0000 000
~~O~ ~~~
00.0 000
000000000
0_0.0 O_~ 0_0_00
CX) ~ 00...... 0.... CX) (<)
IDNOCX)fhO(<).....
N_ 0). 0) 0_ ......0 ~o .....0
~~fh~ ;;;~~
00000000
00000000
00000000
00000000
,....~......-..-,...........-
Ili ..0 Ili Ili Ili ..0 ID. Ili
fh~fh~fhfhfhfh
00000000
00000000
00000000
00000000
00000000
a) a) a) a) a) 0)0 a) a)
fh~~fhfhfhfhfh
O)~~ ..... CX)<O
(<)......(<)0(<)0 NO)
NNN ~ .....N
N<OO(<) O)N......
<O(,,)O~Ocx)cx)1D
(<)~.....(<) .....(<)~
......N(<)~ID<O......CX)
o
o
o
o
N
Ili
CX)
N
<Xi
N
fh
o
o
o
o
N
~
<0
CX)
r-.:
fh
"It"
o;:!
~a..
- .,....
GOo
~~
eo
cuO
::!:~
"':N
::20
f=..-
Q)~
-cu
~c
_ "C
CU Q)
c= -
.- c=
C) -c:
.C: D-
o
o
o
o
o
o
.....
N
~
O.
N
fh
N
~
ID
~
o
-
II)
:c
-
Q.
.0
Q)
0::
U
o
en
c:
o
Q.
::2
-c
Q)
II)
lU
..c
Q)
...
lU
Q)
...
o
lU
...
Q)
Q.
-
II)
o
U
W
I-
a
z
0)
<0
N
N
~
I-;'
ID
:)
II)
YO 'I'"
COUNCIL BILL NO.
ORDINANCE NO.
AN ORDINANCE TO COMPLETE PERIODIC REVIEW WORK TASKS BY AMENDING THE
WOODBURN COMPREHENSIVE PLAN; ADOPTING A NEW URBAN GROWTH
BOUNDARY; AMENDING THE WOODBURN DEVELOPMENT ORDINANCE; REPEALING
ORDINANCE 1689; ADOPTING CERTAIN BACKGROUND DOCUMENTS; MAKING
LEGISLATIVE FINDINGS; AND SETTING AN EFFECTIVE DATE
WHEREAS, the City is currently in Periodic Review pursuant to ORS 197.633
and adopts this ordinance to complete certain Periodic Review Work Tasks as
specified herein; and
WHEREAS, the Department of Land Conservation and Development
approved the Work Program for the City on July 30, 1997; and
WHEREAS, the City adopted Resolution 1741 initiating amendments to the
Woodburn Development Ordinance, the Woodburn Official Zoning Map, and
the Woodburn Comprehensive Plan text and map, including functional plans
(lithe Periodic Review Amendment Package"); and
WHEREAS, the City coordinated with Marion County to develop a 20-year
population projection, and Marion County Ordinance 1201, allocated a year
2020 population projection of 34,919 to the City; and
WHEREAS, the City used the coordinated population of 34,919 to
determine its need for residential land; and
WHEREAS, the City considered and accepted the Woodburn Economic
Opportunities Analysis and adopted the Woodburn Economic Development
Strategy to identify target industrial firms and site suitability needs; and
WHEREAS, the City used the Year 2020 population projection and the
economic development studies to prepare the Woodburn Public Facilities Plan,
the Woodburn Residential Land Needs Analysis, and the Woodburn
Transportation System Plan; and
WHEREAS, the City sent public notice as required by state law and the
Woodburn Development Ordinance; and
WHEREAS, the City held open houses to receive public input on the
Periodic Review Amendment Package; and
Page 1 - COUNCIL BILL NO.
ORDINANCE NO.
1 ~ n T
WHEREAS, the Woodburn Planning Commission conducted four work
sessions to consider the Periodic Review Amendment Package, held a public
hearing on February 3, 2005, and recommended approval of the Periodic
Review Amendment Package with amendments by the City Council: and
WHEREAS, the City Council held a public hearing on March 28, 2005 on
the Periodic Review Amendment Package and left the record open until April
20, 2005: and
WHEREAS, the City Council deliberated on April 25, 2005 and at its June 13,
2005 meeting, the City Council continued deliberating and allowed additional
written testimony to be submitted until June 27,2005 related to four matters: and
WHEREAS, the City Council deliberated on September 19, 2005 and
tentatively approved the Periodic Review Amendment Package with
amendments: and
WHEREAS, the passage of this ordinance adopting the amended Periodic
Review Amendment Package will complete Periodic Review Work Tasks 1
through 4 and 7 through 11; NOW, THEREFORE,
THE CITY OF WOODBURN ORDAINS AS FOLLOWS:
Section 1. The Woodburn Comprehensive Plan is amended as provided in
Exhibit 1, attached hereto and incorporated herein: including the following sub-
exhibits:
1-A Woodburn Economic Development Strateoy (ECONorthwest, June
2001)
1-B City of Woodburn Public Facilities Plan (City of Woodburn, October
2005 )
l-C Woodburn Transportation Svstem Plan (CH2M Hill, October 2005)
1-0 Woodburn Local Wetlands Inventory List (Shapiro, 2000)
Section 2. A new Comprehensive Plan Map and urban growth boundary
is adopted as depicted in Exhibit 2, attached hereto and incorporated herein.
Section 3. The Woodburn Development Ordinance, including the Official
Woodburn Zoning Map (2005) is amended as provided in Exhibit 3, attached
hereto and incorporated herein.
Section 4. Ordinance 1689, the growth management ordinance, is
repealed.
Page 2 - COUNCIL BILL NO.
ORDINANCE NO.
T"!' T
Section 5. The following documents, attached hereto as Exhibit 4 and
incorporated herein, are adopted as background documents to the Woodburn
Comprehensive Plan:
4-A Economic Opportunities Analysis, ECONorthwest, May 2001
4-B Woodburn Population and Employment Projections memorandum,
ECONorthwest, April 29, 2002
4-C Woodburn Occupation/Wage Forecast memorandum,
ECONorthwest, March 20, 2003
4-D City of Woodburn Local Wetlands Inventory and Riparian
Assessment, Shapiro 2000.
4-E Technical Report 1, Buildable Lands Inventory, including
Housing/Lands Needs Model M, Winterbrook Planning, July 2005
(includes Buildable Lands Map)
4-F Technical Report 2, Woodburn Residential Land Needs Analysis,
Winterbrook Planning, May 2005
4-G Technical Report 3, Potential UGB Expansion Area Analysis, Natural
Resources Inventory, Winterbrook Planning, November 2003
(includes Soil Capability Classes Maps)
4-H Site Requirements For Woodburn Target Industries (ECONorthwest,
2003)
4-1 Citizen Involvement Report, City of Woodburn 2005 Comprehensive
Plan Update, LCDC Periodic Review Work Order #0078, Work Task
# 10, (Woodburn Community Development Department, October
2005 )
Section 6. This decision is consistent with the applicable Statewide
Planning Goals based on evidence on the record as a whole and the following
legislative findings, attached hereto as Exhibit 5 and incorporated herein, are
made:
5-A Findinqs of Fact, demonstrating that Woodburn has completed its
Periodic Review work program, and compliance with statewide
Goals 1 through 8 and 11 through 13.
5-B Woodburn UGB Justification Report, Winterbrook Planning, October
2005, demonstrating compliance with statewide Goals 5, 7, 9, 10,
11, 12 and 14.
5-C Woodburn 2005 Comprehensive Plan Update, Explanation of
Proposed Plan and Zoning Map Changes, Revised 2005, Woodburn
Community Development Department.
Page 3 - COUNCIL BILL NO.
ORDINANCE NO.
.,~ n T
Section 7. This ordinance shall take effect on the date of an
acknowledgement under the City's Periodic Review process.
Approved as to form: /QJ.n-~ /0- 3'/- '201>S
City Attorney
Date
Approved:
Kathryn Figley, Mayor
Passed by the Council
Submitted to the Mayor
Approved by the Mayor
Filed in the Office of the Recorder
ATTEST:
Mary Tennant City Recorder
City of Woodburn, Oregon
,--
.-
Page 4 - COUNCIL BILL NO.
ORDINANCE NO.
n