HomeMy WebLinkAboutApplication PWE 6/17/2009
ICity of Springfield
Development Services Department
225 Flfth Street
, Springfield, OR 97477
Site !Plan Review
, Site Plan Review Pre-Submittal: 0
.Site Plan Review Submittal: Gf
Major Site Plan Modification Pre-Submittal:
IMajor Site Plan Modification Submittal:
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Aoolicant Name: Leonard J. Goodwin Phone: 726.3685
'I Company: City of Springfield Fax: 736.1021
IAddress: .2f~FiftJ'. S,t:ee~ City H~I. Springfield. OR 974!)
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IADDlic'ant's Reo.: Tim Bineham Phone: 682-4410
Companv: Lane Council of Governments Fax: 682-2635
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I Property Own~r: ,Cin> pfSpringfield
Icompany: N/A
IAddress: 225 Fifth Stree~ City Bali. Springfieid. OR 97477
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IASSESSOR'S MAP NO: J'7033500 . ITAX LOT NO(S): 30)
I Propertv Address: 303 South 5th Stre,t
ISize of Property: 116.66 Acres IXI Square Feet 0
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I Description of If you are filling In thIs form by .hand, please attach your proposal description to this application
Proposal: See Attachment A.
I Existinq 'Use: Mill Pond
INew Imoervious Surface Coveraqe (IncludinQ Bldq. Gross Floor Area): 0
Si. natures: Please sian and rint your nan:e and date in the ap ro rlate box on the next
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Phorie: 726-3685
.Fax:
736-1021
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Associated Applications: Dl\L..20rfl'iY.Dlt-, JuL.j~ Siqns: ,\-t~
Ipre-sub Case No.: PR.F?f){fH1IiK Date: fo~12'Oq Reviewed by:
. lease No.;O/LL 10()1':" {1Dl~ Date: (hJ 111M Reviewed by: il' 'P'[A>>J--.
IAPPlication Fee: $ ~11.2,OC/Techni.c~J Fee'='i: ';.+.../Ii ID Ipostaqe Fee: $/~O.C0
bAL FEES: $ LfS0.s' { 0 '.' .1 PROJECT;~UMBER: P/2..j 2jift -{X()/-S
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. !il~:J Date Received:
L
Revised 1/1/0B Mony Markarian
1 of 10
JUN 1 7 2009
Original Submittal
Owner Signatures
This ilPplication form Is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages In the application
process. An application Withtt the Owner's ~riginal signature will not be accepted.
Pre-Submittal
. The UOdf" 19ne, d acknowledg th<lt the I~tlon In thIs appllcatlQ~ 15..carre~ and.accurate, fo.r scheduling of the
Pre- Sub Ittal Meeting. /- ./
Owner: ',~ . '
. ~ ~/ " ,__~ . Date: M-~ ./~c:7'/
~atu.re /' / '
Leonard J. Goodfln r;t9ty of Springfield .
Print <------ /
Submittal
I represent this appl cation to be complete for,s,-!bmlttal to.the Clly. Consistent wIth the completeness. check
perfomed on this a plication at the Pre-Submittal:Meetlng,.I affirm the Informatlon.ldentlfled by .the City as
necess:ry tor pro sing the appllcatlon.ls provided herein or the Information will not be'p"rovlded If not otherwise
contalr ed within th submittal, and City may begin processing the appflcation with the InFormation as
submit ed_ This sta ement SeN r1tten notice pursuant fo the requiremenh> of OR$ 227.178 pertaining to a
campi ;:eappllcatlo
Owner:
Date:
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Date Received:
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JUN 1 7 2009
.. ':3:.>'-" ''':.': OriginalSubmiltal
Revised 1/1/08 Holly MarkarIan
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225 Fifth Street
Springfield; Oregon 97477
541-726-3759 Phone
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c- of Springfield Official Receipt
b"velopment Services Department
Public Works Department
Job/Jounial Number
DRC2009-00025
DRC2009-00025
DRC2009-00025
DRC2009-00026
DRC2009-00026
DRC2009-00026
Payments:
Type of Payment
!NT CHGS
cReceintl
RECEIPT #:
2200900000000000683
Date: 06/1712009
Description
Postage Fee Type ll- $160
CTY Site Plan Review '
+ 5% Technology Fee
CTY > 1 0 Trees Base + Per ACRE
Postage Fee Type ll. $160
+5% Technology Fee
Paid By
425.62242-830001 PI 0667
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
!NT CHGG
In Person
Payment Total:
Date Received:
JUN 1 7 2009
Original Submittal
Page i of i
11:30:57AM
Amount Due
160.00
4,222.00
2i iiO,
i ,485.00
160.00
74.25
$6,312,35
Amount Paid
$6,3 i2.35 ,
$6,312,3~
61I7/2009
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CITY OF SPRINGFIELD
VICINITY MAP
DRC2009-00025
303 S 5tb
Street
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Map 17-03-35-00
Tax Lot 307
North
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Date Received:
JUN 1 7 2009
Original Submittal
Figure 5. Mill Pond Restoration Site Plan
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Legend Data Source: Tetra Tech, Inc.
Proposed Restoration Planting
..J Ash Forested Weiland
'" Scrub-Shrub
~. Emergent Wetland
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Emergent Wellandl
Seasonal Pond
Riparian
Upland Prairie
4't . Large Woody Debris
~ Top of Bank
Project Elements
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Slormwater Treatment EPnJ:ls d
I Uate Rece ve :
Trail
JUN 17 2109
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Boardwalk
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Proposed Parkin90riginal Submittal
Trail Signs N
A
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300
600
Feet
ATTACHMENT "A"
Springfield Mill Race Ecosystem Restoration Project - Phase II
Response to Checklist Submittal Requireme'1ts
"
Narrative (Project Description)
The proposal represents Phase II of the two-phased "Springfield Mill Race Ecosystem
Restoration Project," which is a,high priority project for the City of Springfield and the U.S.
Army Corps of Engineers. In addition to providing a more reliable and sustairl.able supply of
clean, cold water to the Mill Race for improving essential fish habitat for Upper Willamette
Chinook salmon and for supplying water to beneficiaries, such as farmers and 'drinking water for
Springfield residents, the overall two-phased project will restore 2.43 miles and nearly 50 acres
of Mill Race riparian and wetlands habitat. Phase I is located entirely outside the 'city limits and
Urban Growth Boundary (UGB) of Springfield with construction scheduled to':begin in
spring/summer 2009; Phase II is located mostly within the city limits - the most southerly 500
feet of tax lot 307 is outside city limits - and entirely within the UGB. Construction is expected
to begin as soon as permits are issued. .,:
The primary focus of Phase II is the conversion of the Booth-Kelly Mill Pond,l'approximately 45
acres in size, to a diverse eco-system of wetlands, upland prairie, riparian forek and a
mearidering Mill Race channel that will provide Upp~r Willamette Chinook salmon with direct
access to the Main Stem of the Willamette River. Phase II restoration activities will occur
entirely within tax lot 307 which is owned by the City of Springfield. The following are the
major restoration and construction activities of Phase II:
. Dewater Mill Pond;
. Remove and dispose of contaminated sediments;
. Remove, demolish, and dispose of the Carpentry Shed, the Mill Pond Dam'and bridge;
. Remove invasive species and replant with native species;
. Excavate new Mill Race channel (0.9 miles/I.50 acres);
. Restore habitat: wetlands (I 1.20 acres), upland prairie (2 acres), riparian forest (23 acres);
. Construct fire protection pond (0.50 acres) and two stormwater treatment p'onds (2 acres);
. Construct pedestrian trails, boardwalks, overlook (4.8 acres);
. Provide parking by paving existing crane shed and install 3 bike racks.
The projecrwill not result in any new structures, impervious surfaces, or empl6yees,
In addition to the 45 acre Mill Pond and restoration area, other existing uses on tax lot 307
include a mix of manufacturing and professional offices to the west of the Mill Pond with
associated parking and utilities totaling approximately 16.50 acres. The remaining areas W the
south and north are undeveloped (approximately 54.50 acres) and, at this time,'there are no plans
for future expansion. Total size of tax lot 307 is 116 acres P
,The proposal is consistent with the objectives of the Booth~Kelly Mixed Uses District, ie to
protect significant environmental resources, and with the City's Local Wetland Inventory and
Natural Resources Study that promotes restoration of the Miil Pond. ' ,
bate Received:
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JUN 1 7 2009
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Original Submittal
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See Attacnment B for'a list ()fFigures.
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Copy of Deed - City' of Springfield is owner of tax lot 307.
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Copy of a Preliminary Title Report - City of Springfield is owner of tax lot 307. '
Copy of the Site Plan Reduced to 8.5"xll" -. See Attachment C.
Right-of-way Approach Permit Application - Notapplicable:'no frontage em ODOT facility
11
Three Copies of the Stormwater Management System Study - The propo~al will not create'
any new structures or other impervious surfaces and, therefore, no additioral 'stormwater runoff
will be generated by this project. Two stormwater ponds will be constructed ,jn the western' .'
comer oflhe tax lot to provide some level of management for runoff from existing structures and
impervious surfaces on the western portion of the.site. In terms ofllow stornl'water flows will be
affected by the overall project, the following is a brief narrative describing e~1sting conditions
and expected changes.
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Under existing conditions, the Mill' Race drairis local storm water runoff as well as flows
originating from the inlet connection with the Middle Fork WillametteRivei.i' When the 'inlet
becomes hydrologically disconnected from the Middle Fork during dry, summer months, water
flow is supplemented by pumping. Several storm water outfalls drain directlY;lto the Mill Race
ands to Jasper slough, which joins the Mill Race upstream ofthe 28thStieet .E!ridge. Diversion
pipes at Gorrie Creek and Quarry Creek divert flows from the Mill Race bacK to the Middle Fork
via hydraulic control structures. :'
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Under proposed conditions, the inlet would be connected to the Middle Fork for a longer
duration than under existing conditions and, thereby, reducing pumping needs. A flow
constrictor and overflow weir will be constructed in the Mill Race Charuiel during Phase I
limiting.the flows diverted into the Mill Race under, flood conditions exceeding a 2-year storm
event to the same flow as under existing conditions.
The activities proposed as part of the Springfield Mill Race project include fill and removal of
sand, gravel, rock material, placement of large woody debris, and installation 'of concrete blocks
within FEMA Zone AE. The proposed activities also include excavation ofniaterial and ..
removal of an existing storm water outfall within the FEMA Zone AE Flood~~lY- No other fill or.
encroachment activities are proposed with the Zone AE.Floodway. The propgsedactivities
within t,\\e Zone AE Floodway do not result in an increase in floodway elevations.
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The project does not affect the local stormwater drainage area discharging int9 the Mill Race.
AS'a result of the Mill Dam removal, a given discharge in the Mill Race would'result in a water
surface elevation up to one foot lower than under existing condition in the are~between 18th
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Street ands Jasper Slough. An excavated channel is proposed within the Mill,Porid area and
storinflows in this area would result in lower water surface ,elevations than udder existing
'c'onditions:>"' The reduction in flood elevations is up to ten vertical feet in the vicinity of the dam.
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Date Received:
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JUN 1 7 2009
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An existing 48-inch starmwater .outfall pipe alang the narth bank .of the Mill Pand near the Mill
D'am wauld be retained under project canditians. The praject will nat affect the quality .or
quantify .of the starmwater effluent. On the sauth bank .of the Mill Pond, existing starmwater
effluent wauld be routed thraugh twa new starmwater detentian/treatment panas. The pands
will be vegetated ta ~llaw filtratian. Flashbaard riser with a large vertical range will allaw
adaptive management .of water levels and detentian times ta .optimize pallutan~ settling. The
ponds are, designed ta improve water quality and attepuate peak flaws during s,tarm events.
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Far mare infarmatian pertaining ta the hydrolagic and hydraulic analysis canducted far the "pre"
and "past-project" canditians far this praject, refer to Attachment D.' . I
Three Copies of the Traffic Impact Study - Nat applicable: the prapasal is a habitat
restaratian project and, therefare, daes nat result in the canstructian .of any new structures Dr the
cDnversian .of existing uses that wauld generate traffic demand.' ,
Seven Copies of the Following Plan Sets for Pre-Submittal OR Eighteen Copies of the
. Following Plan Sets for Submittal
a. Site Assessment of Existing Conditions:
. Vicinity Map - See Figure I (includes watercDurses). Nate:applicable Water Quality
Limited Watercourses and setbacks are: Mill Race (setback = 50 feet) and Mill Pond
(setback = 50 feet). See Figures 2 (Springfield Local Wetland Inventary), 4 (sails), 5 &
II C (aerial phata showing what is remaining and what will be removed).
.. Flaodplain/floadway baundaries- See Figure 3. As shawn, there are na flaad hazard
zanes affecting the Mill Pand.,
. Time .of Travel Zanes - The mast nartherly partian of the Mill Pand is affected by a
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99-year time of travel zane related ta a wellhead lacated near I-IDS and 9t Street. Na
ather travel zanes affect the Mill Pond area.
b. Site Plan - See Figure 5 where 2008 aerial phata shaws the existing Mill Pand,
surraunding undevelaped areas, and the existing buildings and ather related develapment
uses in the western partian .of the site. I'
. Buildings- See Fig~re 5 far existing structures. No new structures',are propased
'. Fences, walls', starage, equipment, trash receptacles, signs: Within thesecategDries .of
uses, trail signs are propased ta be located alang the proposed pedestrian trails and
baardwalk as shown an Figure 5. . "
. ,Parking spaces: As shawn an Figure 5, the flaar .of the existing Crane Shed will be
paved and striped in accardance with City aff-street'pai-king standa~ds including the
provisian .of .one disabled parking space. The existing Crane Shed building will
remain in its current lacation and canditian; the .only praposed change is paving and
, striping .of the Crane Shed flaar. .
. Develapment Area': Na new structures .or imperviaus surface areas' are propased.
New trails and baardwalks are propased as shown an Figure 5 but will be canstructed
with perviaus materials. These pervious areas represent a very small percentage .of
the project and are less than .one-tenth .of .one percent .of the lat area.
. 'Salar Access: ND new structures are propased. .:
Date Received:
",!j:"":..-e~':i: S:{t" "
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JUN 1 7 2009
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Original Submittrol
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· Loading, vehicular, pedestrian circulation. Figure 5 shows the pr~posed parking area
(Crane Shed) that will rely on the existing circulation already pro\iided to the
structure. No loading areas are proposed. See Figure 5 for locati6n of proposed
trails, boardwalks, and overlooks. . , ;: .
. Figure 5 shows the various streets and rights-of-way that border tax lot 307.
Frontages along ,each street are: South B Street = 960'; Quarry Street = 1,255'; Hill
Street = 970'; South F Street = 47'; Railroad Tracks = 2,533'. None of the existing
.' streets have curbs and gutt~rs and, therefore, no new curb cuts arel-proposed and no
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existing curb cuts are proposed for closure. "
. Bicycle parking spaces - 3 spaces will be provided within the Crabe Shed parking
structure as required by City development code. These spaces will be designed,
located, and constructed in accordance with Section 4.6-145 throuigh 4.6-150 of
Springfield's development code. 'il
. Existing and propos'ed transit facilities - None. . '"
· Open Spaces, recreational areas, and other public uses. The overaJI Mill Pond. area is
approximately 45 acres in size and all of it is considered public open space with some
recreationaiuses in the form of trails, boardwalks, and overlooks. i' .' .
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. Phased Development - there are no current plans for. developing future uses and '
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phases on tax lot 307. I"
c. Improvement and Public Utilities Plan ,
· Existing/proposed easements: Given the natu~e of this project and'the City's
ownership of the tax lot, no easements are proposed. There may ~e existing
easements associated with existing utility lines and poles. i
· Existing streets, alleys: There are no-alleys. Approximate'street right-of-way and
paving widths: Ii '
>South B Street: 50'/25
>Quarry Street: 40'/10'
>Hill Street: 40'/0'
>South F Street: 0'/20' ,
. . Street Lighting: None.
· Traffic control, fire. hydrants, power poles, etc. No traffic'control 9r fire hydrants are
located on-site; however, there appears to be fire hydrants located off-site and along
South B Street and South 7'h Street- refer to Figure liB. As sho~ on Figure IIA,
two 115 kilovolt electrical transmission corridors cross tax lot 307~ One is located at
the west end ofthe.Mill Pond where the pond tapers down to a ch~el and runs in a
north-south direction containing three lines and six power poles, The second corridor
is located along the southerly boundary of tax lot 307 and runs in ~n east-west
direction for almost the ,entire width ofthe lot where it thenturns and aligns in a
~orth-south direction along the east portio~ of the lot ~nd crosses ri'ver the Mill Race
. and continues northward. The power poles are located outside. the::footprint of the
restoration project. , .', '
· . Existing/proposed utilities. No proposed utilities. See Figure liB for water mains.
Public water mains are generally available tO,the site at,South B Stfeet arid South 7th
, Street, and on Quarry Street east of South Si~th Street. Sl?e Figure ,'11 C ~or sanitary
. ,.~;.'_...f.;sewer'and stormwater facilities. Sanitary sewer and storm pipes at~ gene~'1!!y,l.Qcated...
in the northwest corner of tax lot 307. The only pipe that appears tp enQ~ t1l~~ve:'_I.
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project footprint is a stormwater pipe in the general vicinity of the Mill Pond Dam.
All other facilities on this figure appear to be either manholes, catch basins or outfalls
.(stormwater) and these are concentrated in the most western portioq of tax lot 307
were there is existing development and uses.
d. Grading, Paving, Stormwater Plan .
. See Figure 7 for Fill/Removal within Wetlands
. See Figure 8 for Channel Profiles
. See Figures 9A and 9B for Grading Cross-sections
. See Figure 9C for Typical Cross-sections
. Roof Drainage Patterns: No new structures proposed. See Figure lOA for topographic
and drainage patterns.
. ImperviouslPervious Drainage Areas: All existing structures/streets/parking shown
on Figure 5 are impervious. Th~ proposed activities/uses are all pe~ious.
. Amount of earthwork: Fill = 6,556 cubic yards; Cut = 69,622 cubic yards
. See Attachment D for description of drainage conditions pre and P(jst-project.
e. Landscape Plan I,
. See Figure 6 and Attachment E for Planting Plan Table.
f. Architectural Plans - No structures proposed
g. On-S.ite Light Plan - No proposed outside lighting.
h. Additional Materials Required - None.
Additional Standards/Applications'
. Riparian Protection - The Mill Pond and Mill Race have 50 foot riparian protections.
For the Mill Pond, the top of Bank is shown on Figure 5 and is generally located one
foot above the ordinary high water line around the perimeter ofthejMill Pond. The
extent of riparian restoration landward from the existing top of bank is about 75 feet
on the south bank. Along the north bank, the limit of restoration is;approximately the
location of the existing top of bank. The future top of bank along the north side will
be located considerably further south than its current location providing a significant
riparian buffer from the new channel and proposed wetlands. The buffer width will
narrow back down at the west end of the pond as the new channel aligns with the
location ofthe current channel. The proposed restoration project will result in the
protection of and a higher functioning ecosystem than under currerit Mill Pond
conditions.
. 27 trees will be removed in the most westerly and easterly portions;' of the Mill
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Pond/Mill Race. A Tree Felling permit will be submitted upon completion of the pre-
submittal meeting.
. Wetland identification has been submitted to DSL as part of the Mill Race General
Authorization permit.
. A Joint Application Permit for General Authorization for Fish and Yvetlands Habitat
Enhancement has been submitted to DSL and the U.S. Army Corps of Engineers.
. An LDAP application will be submitted upon approval of the Site Plan Review.
request. :
o Annexation of the southerly portion of tax lot 307 will likely occuqif and when that
area. develops. - .
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Date Received:
JUN 1 7 2009
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: Original Submittal
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ATTACHMENT B
LIST OF FIGURES
FOR SPRINGFIELD MILL RACE RESTORATION PROJE<1:T - PHASE II
. Figure 1, Location Map (Phases 1 & 11)
Figure 2, Wetlands Study Area Map (Phases 1 & II)
Figure 3, Flood Zone Study Area Map (Phases 1 & 11)
Figure 4, Soils Study Area Map (Phases 1 & 11)
Figure 5, Site Plan Review (Phase 11)
Figure 6, Planting Plans Typical Sections Stations: 108 - 155
Figure 7, Fill/Removal in Wetland Areas
Figure 8, Channel Profiles Stations: 145+00 to 105 +00
Figure 9A, Grading Cross-Sections Stations: 155+00 to 131+00
Figure 9B, Grading Cross-Sections Stations: 130+00 to 106+00
Figure 9C. Typical Cross-Sections Stations: 155+00 to 144+00; 143+00 to 138-+;00; 138+00 to
13/+00; 131+00 to 119+00; 119+00 to 108+00
Figure lOA Erosion Control West Portion of Mill Pond
Figure 10B Erosion Control East Portion of Mill Pond
Figure 11A, Existing Electrical Facilities
Figure 11B, Existing Water Facilities
Figure 11 C, _Existing Sanitary Sewer and Stormwater Facilities
Date Received:
JUN 1 7 2009
Original Submittal
Figure 1. Location Map - Phases I & II
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Springfield Millrace Location Map
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Figure 2. Wetlands Study Area Map - Phases I & II
Legend
L I Phase I
.. Phase II
Wetland Determination TetraTech
[ I Springfield Local Wetland Inventory
L' Lane County NWI
I Springfield Urban Growth Boundary
Springfield Mill Race
Wetlands -- Springfield Local Wetland Inventory
National Wetland Inventory in portions of Lane County
Wetlands Determination in Phase I and Phase II Areas
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Figure 3. Flood Zone Study Area Map. Phases I & II
Springfield Mill Race
FEMA Floodway, 100 yr Floodplain, 500 yr Floodplain
Legend
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I Phase II
, , , Springfield Urban Growth Boundary
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FLOODZONE-FEMA
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500-year Flood Zone
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DSLJEMAPh 7&2.pdf
o
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.....,
=
13
o
m
-
CD
:;0
CD
o
CD
<'
CD
Co
-
Figure 4. Soils Study Area Map
Springfield Mill Race Restoration Project
Legend
Hydric Soils
Map Units
~?'g"i_~ 1 02C
.. 106A
.. 114
"34
"48
"6
"8
CJ Lane County Soils - Map Units
Phase I and Phase II
, Springfield Urban Growth Boundary
o 5001,000
2,000
..J Feet
N
A
"T1
CC
s::
.,
CD
43C ~
fJ) -c
Q) a>
0 > =
=
-. 'Q) "" ~
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w ... 0:: ""T .0
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C. - -, C/)
W '< co 1ii
0 c
96 )> 'm
., 'C
CD 0
III
~ "1'14 s:
III
"tI
J
Figure 5. Mill Pond Restoration Site Plan
Legend Data Source: Tetra Tech, Inc.
Proposed Restoration Planting
~ Ash Forested Wetland
~
~
~
Scrub-Shrub
Emergent Wetland
Emergent Wetland!
Seasonal Pond
~ Riparian
Upland Prairie
Fig5_siteplon_' 1lf17.pdf
:1t
~
Large Woody Debris
Top of Bank
Project Elements
~
-/'""-..
,---
-------,
, ,
. ,
'-------
c
o
Stormwater Treatment ePnps R d
I Uate ece ve :
Trail t
i
Boardwalk
JUN 1 7 2 109
Proposed Parkin90riginal Submittal
Trail Signs N
300 A
-I-....~
I
2
,
Figure 6 Planting plan - Typical Sections
o STA 13B-+OO TO 139+00
o STA 139+00 TO 143+00
D
c
B
490
... .,~. ,
. ..-..., (~,
{~~~ :,~~
""-.1;.
iV,t.. .
~. '
1. OHW
143+00
142+00
490
490
480
480
480
CD
470
460
450
-75
-50 -25
470
470
460
__IPlANT UPlAND PRAlRIE~
~ AND RIPARIAN VEG r-
. .. 10 PH'!" ",.
450
o -25
(NTSI(E\
\>lY
460
-j
~ NO ptANT\NGS
r-- WITHIN law FLOW CHANNEL
450
-75
450
- -75
-50
-25
o
-25 -50
(NTS)~
~
TYPICAL BENCH FILL SECTION
STA 144+00 TO 155+00
TYPICAL TRANSITION SECTiON
STA 138+00 TO 143+00
TO PROJECT UMIT
490
~ RIPARIAN Pl.ANTINGS ~ SHRUB WETlAND PlANTINGS
} .
.: ,~'" _f~
f---j
t-- AIPARWII PL.,ANTlNGS
--1 TO PROJECT UMIT
:f 490
480
SHRUB WETlAND PlANTlNGS
480
NO PLANTINGS
"" l~tOW ~NEl ~,," I
--\;!~~..
, "
470
\" ~,
.....
460
450
-150
-100
-50
o
50
fC\
~
100
TYPICAL BERMEO SECTION
STA 131+00 TO 138+00
(NTSI
AIPAAlAN PLANTINGS
TO PROJECT lIMIT
f--^v+-
RIPARIAN PL.AN1lNGS
TO PROJECT UMIT
-j f--~D h"-1
.r 490
SEEDING ONLY WITHIN SEASONAl PONDS
-.l RIPARIAN L SHRUB
I PlANTlNGS I WETLAND
490
Ii IN
_:;;;.j&.,~i,~~'
NO PLAN1\NGS
l~FlOW ~NEl ,.
3. ., ,",'~ .
'>if W-- ~!~ .
-----../
480
::,+
.\1,
"'" '.
~
470
460
450
-250
-150
-100
-50
fB\
~
o
-200
TYPICAL POND SECTION
STA 119+00 TO 131+00
(NTSI
TO PROJECT UMIT
~RIPARIAN PlANTlNGS--1
TO PROJECT UMIT
t-- RIPARIAN PlANTlNGS
460
f---j
SHRUB ~NO PLANTlNGS
SHAUB 'NETLAND PlANTlNGS
490
':11'_' U~f~,
NO PlANllNGS
IN LO'N FLO'N CHANNEL
-j f--
480
470
(TYP)
450
-150
100-
TYPICAL CHANNEL SECTION
STA 108+00 TO 119+00
(NTSI
50
C)
-50
o
-100
NOTE:
PlANT RlPAl1lAN B[NCH ALONe Cl-WmEl WITH WILLOW PI..ANTlNGS
PlANTING ZONES SHOWN ON SHEETS L-1 AND l-2
I DAT[ AND T.I,I[ PLOTTED' IJ'I'/2ile<I
11.21008 AM
f 490
450
150
50
4
Com",on name
o."VW.1jon SC..nliflcn.....
S'...on..pond"I:''''x~
~ ,_a
~~lDho..", den lonim , ' 6 e- n""ose
~. ~~fM'~mOtP.DC.CIoenla ~~:,em~,tcrrass
~' ,J1~:'''$ ~~~"'k>wc'm
~oalT1'''''' ..",Msum 5""01.518m Bu'-~eed
480
470
Em.ru.nt w.tland~, ~'~'a amasll
~,. .
.acc.nl.h"
~s I.",
_ mle'OSJl7l'''
SctiOOJlolabellfU~8tlli
460
Tra'ClumPSCffl~'
LM,J rallil
......,1.1$ sea
Ph~u"caIllIllIU'
SahxIIICh8nl"
Sc:rub,ShrubW.t1.nd AInu. rum
eom....nnCllI
Fran..nu.,.lffol,o
P~caplllllu.
g;.h. ~,bA'
Sah.llIld'letlslI
SDit8llclouo~sb
470
Ash Fornt.d W.t"nd ::...... obnuDlo
eom........rn;AI.
Frulf\UJlOlofoli.
~h~e.Ifllotus
Sdwhdh~rooJalbus
460
~L..
Sm.lf-f-lOrmmrLWI-tr1lil-nol
~"~FrJ((UfJB({(flt~
l&lfu..sIMnBuirUBh, Tille
~ed-os,..r~
!!1"dllwI,(~.,...f
;>aoflC crabaPP"
"<,n&-b....
s"tlUt...,;IlOW
'ledolOer
'led o.",rdOllWOOd
Oteffin....tl
"'n'-'b~
;>.chcWlIIOW
S,IQWlIIOW
)ouQIas'"o"",
L
S1~n>""'"
'let!s,., &owooo
O'"}')O"asll
N,ol;'-t..".
,,,....~
Upl.nd Pr.l'" .o..c"'II.. mllI.IDhum L. yet. occidenlel,'Wesl"m YIlm)W
.y.d8pi.. ~PIlCIO$ll StlOwy m,'k_ad
8rod'a8Ilflleq_ ElellenlbrodOllea
C.......~ .moel\ll F.'........ 10 spnrt(l
Cal~om..oal",.ss
!O"......~"~~
F_."r...romen'
F n'''' rno.....
t. s Ius
S!:. ..' campestnl
480
Rip.rian 'Ar,"'..rot'llltum
""m."",,~~
Bertletlsi4lnfo.'lB
;~'':"'.n:!:::,~~~
c. Jl'cornul.
p, PonDflrosa
'~I" fir""m
P. IfISU
~-:p'
R . ra
Sal'.
Sa~. ",ld\lOtl&i.
s;.;;;;;:-Cltfl)O$albw
470
460
450
~g{~:f,t_~
Lllfnp-leafkp.n.
'lMI dwtdlerrnallow. MeadOW .,d.lce.
"~a
~Ie.
TallO! ..pe
!~ ..' IJ OIl
iNln.......neVaHeyP0nd8rOiSBP,ne
S_role,n
00:vl1.5 ~r
N&l./arose
CluSI.,nowered rose
Tl'lImblebE)?)'
"aoflcW1{(iJ,.
S'll<8W1IIOW
,l;it'lo...tHlmr
T".
0''''
,-
''''''
,..
llins
''''''
''''''
,..
,"'"
O~.
~'i:'
.....
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Shrub
Shrub
T'~
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''"'"
T,"
''"'"
T..
'''''.
T..
'M"
IShrCIb
::tt
T_
"'N'
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F..
G~.
G.....$
''''''
''''''
''''''
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T_
""'"
T_
,-
T..
,-
Com
T_
''"''.
'''^''
"'N'
-,
Stlrub
Stlrub
,
s..
:4g
,...
,...
:l/,
,...
p,~
?~
50..
:v,
'I1al
ldal
'Qal
'Q.'
CurtltIQ
~
,
T'
COIn, I
""'r
1.1
50..
,...
50..
'"0
50..
50..
~'f:
'"
j"
, ,
,
,
",,::11
,;;1'
Date Rec~d:
PLANTING TABLE
490
NOTE:
PLANT so THAT TOP Of
ROOT BAll IS EVEN WITH
THE FINISHED GRADE.
SCARIFY SIDES OF PLANTING
PITS PRIOR TO 8A.CKFIWNG
,.
MULCH.
KEEP
MULCH
AWAY
FROM
TRUNK.
SPECIFIED
PlANTING
MIX WATER
AND TAMP
TO REMOVE
AIR POCKETS
480
470
-FORM
SAUCER
WITH
3"H1GH
CONTINUOUS
RIM.
460
f 2 TIMES ..j
IlALl DIA
DEC10UOUS TREE AND SHRuB
PlANTlNG DETAIL
PLANTING OETAI~S
1ST USEFlNAM[: KRfY.PRICf IUNTITlED WORKSPACfl
JUN 1 7 2009
Original Submittal. u",""
.'~
TAMP SOIL t'" \
AROUND CUTTING
-..
11:0..1
,..
"..
"..
--;soo-
"..
,..
'000
'000
"'"
lOlbs
;'>lbs
'"
500
'"
'"
'"
'"
"
'00
'"
F'~
' I
, I
,.
'.al
'00
so
'00
so
'00
51..
,..
21bl
21bs
10lbs
>0.
'00
"'"
500
'11
' ,
,
,
I ,
,~' :
200
"
'00
20
"
"
'"
""
"
200
'00
200
'"'"
'"00
200
"'- 36' lONG llVE STAKES
314"-1' DIA WITH 2
LATERAl BUDS ABOVE
GRADE
CD
PREUM1NARV DFS~N NOT FOR CON.c;TRI1CTION
I SHUT NAW[, 2' l3 PlANT!":; TAIll..[ AND DETAilS
~
U!I Army COfpt
off..........
'toI1lIndDlio_t
r
!
!
I
.
I
...
j
," I
~! .
i' I
. I
. i~1
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,
;,
SHEET
w
11
L-3
~
_i'!
..... MOl"
Figure 7. Fill/Removal in Wetland Areas
Springfield Mill Race Phase II
Legend
Data Source: Tetra Tech, Inc.
- J Fill in Wetland Area
_ Removal in Wetland Area
Restoration Boundary
'---..J
Springfield Local Wetland Inventory
,r- FEMA Floodplain (See Fig. 3)
Date Received:
JUN 1 7 21109
.;
."
o
300
~ilina' SUb~ittal
I Feet A
Fig7_~t/ondF1Lllx'7.pdf
Figure 8 Channel Profiles
o
EXISTING TIMBER BRIDGE
AND BUlLDING
TO BE REMQ\lED BY OTHERS
DO NOT DISTURB
~
470
468 -
466 -
464 -
462 -
460
458 -
456 -
454
452
450
1 05 +00
470 -,
468 -
466 -
464 -
c 462 -
460 -'
458 -
456 -
454 -
452 -
450
115+00
470
468
466
464 -
462 -
460 -
458
456 - ,
B 454 -
452
450
125+00
470 -
468 -
466
464
462
460
458
456
454
452
-450- --_.-.-
135+00
STA 135+05
CONSTRUCT
POND 3 INLET
MATCI":LEG
A
,
EXISTING TIMBER BRIDGE
00 NOT DISTURB \
~lOA+fYI
MATCH Eli
THAlWEG
EL_454.Cl(l'
PLACE GRAVEL Fill
TO CHANNEL INVERT ~
:::r
PLACE 050-12" ROCK .AJ.
~O .' DEPTH ACC TO DET BC-15 ~ aa
106+00
107+00
116+00
117+00
STA 125..80
CONSTRUCT POND 2 0VTlET
SILlEL..461.3'
126+00 127+00
136+00 137+00
I DATE N() TIME PLOTTEO' IJ"I'/288"l
108+00
118+00
109+00
119+00
3
110+00
STA 119+30
CONSTRUCl POND 1 OUTlfl
SILL a_459B'
STA 1?A..M
-LONSTHUCI POND 3 OUlLET
SILL El-462.2'
128+00 129+00
-r
138+00 139+00
II. U!102C1 AM
CHANNEL PROFILE
PCL
120+00
130+00
140+00
~
4
~ DEMO, HAUL, AND DISPOSE
EXIST DAM, BRIDGE, FISH
l.AOOER, RETAINING WAlLS,
AND SHEET PILE ACC TO DEl ACT1
111 +00
121+00
131 +00
STA 14 ..40
CONSTRUCT
FIRE POND CULVERT
~462,OCI'
141 +00
VERT
"
HOR '
SCALE
STA1::11+~
CONSTRUCT
POND 2 INLET
MATCH EG
5-=0_0023
112+00
113+00
s-02!B.'"
122+00
123+00
5-0,0023
132+00
133+00
l~
!=iTA 1.4::1+00
fMATCH EG
THAl\YEG
a..-4S2.Cl(l'
,-00023 ~- - ---'
PlACE 050 _12" ROCK
,.0 4' 0EP1"\"i ACC 1"0 OEl BC--1S
--.... ----
14 2 +00
143+00
"
"
20
,
,
"
'"
IN FEET 15V:1H EX)
I BY USERNNr,I[, ",REv.PAleE ClJIlTlTLEO wORt<SPACE I
114+00
124 +00
134+00
EXISTING TlMBEA MIDGE
00 NOT DISTURB
1 44 +00
,
~ 470
468
466
464
462
460
458
456
454
452
J 450
115+00
~
US Atmy Corp.
off........
.........-
I
"
!
I
.
470
STA 12'+40 468
CONSTRUCT . 466
POND 1 INlET 464
MATCH EG 462
~ 460
458
456
454
452 I
I 450
125+00 ~ ,. ~
~ 470
468
466
:'- 464
'I.. 462
, 460
458
456
~' 454
452
450
135+00
E 470
468
466
~ 464
462
460
458
456
454
452
. -450--
145+00
Date Received:
JUN 1 7 2009
Original Submittal
r 1"~IIl.' . ~ nv "'1:0:.,,1':'"
I W[T NNI[: 13 ~~.;';L'~";';'; ;I~(
.~~,. I~"'I~ CONSTRUCTION
".."..-
i. I
II ", ~
'= ~
:- I ~
, !H11 ~
, 81,H'l j
~ ar.... ..I
! ' i"l ~ ~
"I. !!,n ~
.1
.
w
w
z
~08 ~ ~
~~g :Ii~~
~ ~. ~
~ H i~~~
H~ .~ l
.
.
i i
dl
:,;z ~
!~ RI
8
~
~
~
I
~
/
~
;;
= ~
~
~
~
.
.
~
.
Q
.
!<
~
~
/
~
U
~
f
/
. .
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'~f-f~z
~ it! ~~
~ q ,~~
f E..5 00::
~. 0
K in
w
SHEET
~
~
C-6
.... U OIf:tl
~
. is
2
3
D
I
Cross Sections
490 .-- 490 4901;; 490 - ./ 490
485 ' 485 ~ - 4851;; 485 - ./ 485
480 480 _ \ /~ 480. 480 ~ 480
475 475 475 -. 475 _ _ _ / 475
470 _ 470 ~ __./ 470 470 '- 470
:~6: ~ 0)- /--" "-." - - - :~6 --- --- :~6 :~6 --- --- --- --- m
455. ; 455 455 455 455
450 -~ 450 450 450 450
445. : 445 445 445 445
440 III It III I : 1111: IIII "4Id~bV II: 1111 ~ III ." 440 'il4'S~DLIII:' III 440".' Ill: II} I ~ 1111: 1111 i~\J!dJ II: 1111: III 440, Ul.lrllll: 1111 :.lJ.11 :(s~LJJ II: 1111: III 440
100 -lOa -75 -50 -25 0 25 50 75 lOa -100 -75 -50 -25 0 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 100
490, 490, 490 - 490 ,- 490
485 485- 485 ~PlACE AND 485 485
480, 480 /' ,/ 480 c- _ ~PACT FlU. /' 480 480
475 475 .. 475 ~ 475 _. _ ___ 475
470 470'~ --" ,/./ 470 _~ 470 ___ __---./ 470
465 -~~ 465. ............../ 465 -- 465 465
460 ~ ~ 460 460 460 460
455 455 455 455 455
450 450 - 450 450 450
445 445 n 445 445 _ 445
440 : I I I : 1 I I I : I II 11111 r ~ 319~bbl I I : I I I I : I I I .- 440 .Ut I : I I 11 : I r II1' III ,1414 !6'J It: I I I I : 1 I' 440":' I I I : I I I I : I I I I : 1 I 1 I i I4'J.L6J I I : I I I I : I I I 440 ~. : I I I ; , I I I : t I I I : I I I I i ~4+ 440
o 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 100 -lOa -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
490 - 490 - 490 - 490 I 490
485 485 - 485 485 485
480 480 - _ _ - 480 ~ 480 480
475 475 ~" 475 ~_ _ 475 _ _ 475
470 470 :;- ~ " 470 " 470, - _' _ _ 470
465 - - .... .......,.... 465 '-" /' 465 465 465
460 460 460 460 460
455 455, 455 455 455
450 450 - 450 450 450
445 445 - 445 445 445
.' 440.' 440 - : 111111111111 J IIIII ,1413~bolll: 1111: III 440'': 1111111': 1111: 1111 :(4~!JJ I 440" '...L.L4IIII: 1111: 1111 iS~!o1f I: 1111 440
o 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 100 -lOa -75 -50 -25 0 25 50 75 100 -lOa -75 -50 -25 0 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 lOa
490 - 490 .-- 490, 4901;; 490
485 485 485 485, - 485
480 .. 480 " 480 /' - 480 480
475 475 __ _ _....... /' --- 475._ _ ./ 475 '__ 475
m, _... m - ~//' m ___-- m -----~ m
460 460 460 460. 460
455 455 455 455 j 455
450 - 450 450 450 450
445 445 445 445 445
-440_.'111:'111:111':1111;' + 440' '.-I..l.4J..11 I; II I 1;IIII:(J;(ro'JI 440 .111:111~llllliI4JtdJII:IIII:111 440 111:11'1:llll:IIII~lst~~bblll:II'I:rll 440
75 lOa -lOa -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 lOa -lOa -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 lOa
490 ~ 490 490 490, 490
485 485 485 __ ~ 485 485
480 480 480 ./ 480 480
475 475 475 / 475 475
470 470 ~.......' , _- 470 -~ 470 _-~ 470
465 465 ----- ------ - 465 465 - - - - 465
'","...."......" - - - - 460' '-,. 460 --- 460 460 460
455 c 455 455, 455 455
450 ., 450 450 450 450
445 445 445 445; i 445
440. '111:ll..LI:IIII:lll~1 + 440 1111141~b~lllllll:lrl 440- + 440.,;III:III':'III:'lllis'{!ijJII 440
75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -lOa -75 -50 -25 0 25 50 75 100
Date Received:
,
5
Figure 9A Grading
490 I
485
480
475.
470
:~6---- -
455
450
445
"0 'I t '11111. 1111. 1111. II
" .. 1 j +
-lOa -75 -50 -25 0 25 50 75
490 -
485
480 c
475
470
465 --
460
455
450
445
440. ~lll. 1111. IIIIII11I ~I t II obi II . 1111.
.. 34+"
~OOM"""
EXCAVATiON
[lYP)
'r' -
c
-100 -75 -50 -25
490 -_
485 ' ~
480. ,
475. :
470. '
465
460
455
450 _
445
440 . -.= r , I II I I I I' I I I II I I I i ~ ~ ~dJ I I : I I I I : I r I
4:..
- p
B
-100 -75 -50 -25
490 -
485
480
475 -
470 -
465 _
460 -
455 -
450 -
445'
440 .' III; III I; I II '; 11111 '3'diJJ I I ; I
-100 -75 -50 -25 0 25 50
490 -
485 '
480
475
410
465._ _ -
460
455
450
445. 1 ,
440 f3 I I I i I I I I " I I I II II I 1 ~I ~ ~ov I , . I
-lOa -75 -50 -25 0 25 50
-wl.......
A
JUN 1 7 2009
GRADING CROSS SECTIONS
STATIONS 131+00 TO 155+00
G;;
VERT
'0 0
(2) EXCAVAlE FIRE SUPPRESSION POND AS SHOWN ON SHEET c-2
CD
25 50
- --
NOTES
'0 0
50 100
-
~ -
DIM'NSIONS OF TYf'ICAl. GRADING sEcn,QriQiP.iI~y,qp;lit~1
PlANT1NG REQUIREMENTS SHQINN ON SHUT l-3
HOR _ _ _
SCALE I N FEET
(2V:1H EXl
I DAlE AND TIME PLOTTED' 1/I~2ee<I
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490. ~ 490, . 490, 490'-. 490
485. ; 485 ' 485 485 485
480. : 480 480 480 480
475. i'" 475 475 475 475
470,; '-- 470 470 470 470
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100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
490.= 490-, 490, 490,. 490
485, ; 485 485 485. : 485
480,; 480 480 480. ; 480
475" 475 475 475, : 475
470';' '- 470. 470 470, ~ 470
~~6 ~ "-. "., ,- - - ~~565 ~--=-- .....' "i.[':" .... - - ~4~565 [:8- - ~ m: t--- - -- - -- - ~~6
455, . ~ " 455. : 455
450, . 450 _ 450 450, : 450
445,: 445: 445 445.: 445
." 440 :I t II: I Ul-rLlll: IIII i\#JJ II: IIII 440, Ul..Lf..LlII: 1111, IIII ~'119~bU II: 1111: I 440 11: 1111,111111111 ~~t4~bblll: 1111: I 440, Uli.: 1111: 1111: 1111 ~ll~!JJ 11: t t II: III 440
100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
4901E 490 -~ 490 I 490 - 490
485, ~ COMMON 485. : 485 485 485
480' ; EXCAVATION 480, ; 480' _ 480 480
475'~ [IYl') ~ 475,: 475 = 475 475
_ _ _ 470'; 470, ; 470 470 470
465'; ...... '- _ ~ -- 465. =-- _ _ 465 ._ _.._____ - -' 465 - - - __' .. 465
460'; ~~ 460': ~. 460 ~ _ =- 460 - 460
455, ; ~ 455, ; 455 455 - 455
450'; 450, : 450 450 450
445': 445, : 445 445 445
440' 311111111)1' 11.1111 440, till: III t: 1111: I11I i Y&~UJ I': I 440 ; Ill: 1111,'1 t 1,1111 ,'1J~lIoll'; I III; III .. 440. -LL.L411 II: I'll: 1111; + 440
50 75 100 -100 -75 -50 -25 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
490' , 490 "Eo 490 - 490 -- 490
485. ~ 485''0 485 485 - 485
480 ~ 480, : 480 - 480 480
475. ~ 475, : 475 475 475
470. ;- -... 470' : 470 470 470
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455, ; . 455. : 455 455 455
450' ; 450, ~ 450 450 450
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75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
490' = 4901E 4901E 490, - 490
485 4851E 4851E 485 - 485
480 480, _ 480, 480 480
475 475 475 475 475
470 ~ 470 470 470 470
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450 450 450 - 450 450
445 _' 445 445 445 445
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50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100
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490
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JUN 1 7 2009
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J Mill Race Tax Lot #307
J Phase II Restoration Area
Data provided by
Springfield Utility Board
4/24/09
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Date Received:
JUN 1 7 2009
Original Submittal
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<I Sanitary sewer other
. Stormwater other
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Stormwater lines
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L__J Phase II Restoration Area Footprint
I I Mill Pond Tax Lot
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800
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ATTACHMENT C
REDUCED SITE PLAN 8.5" x 11"
FOR SPRINGFIELD MILL RACE RESTORATION PROJECT - PHASE II
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Original Submittal
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Figure ~ Mill Pond Restoration Sile Plan
Legend Dala Source: Tetra T8cn, Inc.
Proposed Restoration Planting
~ Ash Forested Wetland
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~ Emergent Weiland
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:II large Woody Debris
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ATTACHMENT D
. HYDROLOGIC AND HYDRAULIC ANALYSIS
FOR SPRINGFIELD MILL RACE RESTORATION pROJECT - PHASE II
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Date Recei~ed:
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Original Submittal,):
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Springfield Mill Race Section 206 Project ;;
Lane County, Oregon
Floodplain Documentation
April 7, 2009
Purpose
. , I-
The U.S. Army Corps of Engineers proposes to construct the Springfield Mill Race Section 206 projecr in
cooperation with the City of Springfield 'and the WilIamaiane Parks and 'Recr&ation District. The
,- \i:'
Springfield Mill Race Projeci provides a new inlet connection to the MilLRace appr()ximateiy i .500 feet
'upstream of the existing connection to the Middle Fork WilIamette River.Jhe p'roject also inciudes
remo'vai of the Mill Dam and regrading of the Mill Pond area. The activities' proposed as par1 of the
Springfidd Mill Race project include fill and removal of sand. gravel, and rock material. placement of
large woody debris, and'instalIation of concrete blocks within FEMA Zone AE. Th~ proposed activities
also include excavation of material and removal of an existing outfall within the FEMA Zone AE
. "
Floodway. No fill, or other encroachments are proposed within the Zon'e AE Floodway; the proposed
activities within the Zone AE Floodway do not result in an increase in flood way elevations. The activities
, .
located within Zone AE are located in ineffective conveyance areas for the I;>ase flood and the
corresponding i~crease in base flood elevations modeled in.HEC"RAS is less than 0:.01 feet in elevation
, change. This docunie~nt provides hydt'ologic and hydraulic data in support o(rhe Floodplain Deveiopment
and Floodplain Fill and Removal permit applications submitted to Lane County in March 2009.
As a duly qualified engineer licensed to practice in the State of Oregon, 1 hereby" certify that I have
perfo~med a hydrauiic analysis of pre- and post-project conditions for the Springfield Mill ,Race Project,
with results and conclusions as referenced above and in the attached documentation.
Krey H. Price, P.E.
Tetra Tech, lnc .
EXPIRES DEe 31,2010
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: Date Received:
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1020 SW Taylor St. #530 Portland, OR 97205
(503) 223-5388 JUN 1 7 2009
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Original Submittal
Springfield Mill Race
Section 206 Project
Floodplain Analysis
Project Description
\.
The Springfield Mill Race Section 206 Project is being conducted under Section 206 of the Water
Resources Development Act of 1986, by the Portland District Corps of Engineers (Corps) in
cooperation with the City of Springfield and the Willamal~ne Parks and Recreation District. The project
site is located along the Springfield Mill Race, which is a diversion' off of the lower Middle Fork
Willamette River near Clearwater Park at approximately River Mile (RM) i90.8. As shown in Figure I,
the Mill Race flows for approximately 3.5 miles to the northwest and rejoins the main stem Willamette
River at approximateiy RM 185 near downtown Springfield, Oregon. The Mill Race follows a
meandering northwesterly course through natural and agricultural lands, past rural residential, urban and
industrial areas and into a 30-acre Mill Pond about 3 miles downstream of its inlet. A dam about 15 feet
high contains the Mill Pond. The proposed. project will restore and enhance off-channel habitat along
approximately 3 miles of the Springfield Mill Race over an area of approximately 40 acres. The project
includes removing the Mill Dam and relocating the inlet approximately 1,500 feet.upstream.,
As shown in the Figure 2, the project comprises the follOWing feat~res:
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Placement of three timber-pile supported large woody debris clumps, Two of the clumps are
located withinFEMA Zone AE. All clumps are located outside the Zone AE Floodway.
.
Construction of a rock and bioengineered bank. The proposed revetment is located outside of
Zone AE.
.
Excavation of existing bank material to construct a new Mill Race' inlet. The toe of the
excavation footprint overlaps the Zone AE Flood,,:,ay. The excavation area covers
approximately 1,250 square feet with a total excavation quantity of less than 100 cubic yards
from within the Zone AE Floodway.
Relocation of an existing 66-inch diameter storm drain pipe. The pipe outfall is located within
the Zone AE Floodway for approximately 5 lineal feet. The remaining pipe is outside Zone'AE.
, The trench backfill wil.l be to the existing grade or lower and will incorporate rock material. A
pump intake is to be located in the vicinity of the' existing storm drain.
.
.
Reconstruction of the existing parking lot, construction of a culvert crossing, and construction
of a new parking lot. These features are located outside of Zone AE.
Phicement of large woody debris. As shown in Typical Section I in Figure 3, approximately 40
pieces of large woody debris are to 8e placed along the stream banks of the Mill Race within
Zone AE.
.
.
Fill placement. As shown in Typical Section II in Figure 3, fill is to be piaced in the channel bed
and overbank to prevent fish stranding and contain flows along the new Mill Race inlet channel.
Approximately 3,750 cubic yards of material is to be placed within Zone AE, including sands,
gravels. and rock.
Date Received:
JUN 1 7 2009
2
Original Submittal
April 2009 .
Springfield Mill Race
Section 206.Projecl
Floodplain Analysis.
. . Channei excavation. As shO\vn in Typicai Section 1II in Figure 3, the new; Mill Race channel
includes vegetated floodplain terraces. Approximateiy 13,600 cubic yards pf materiai is to be
,excavated from within Zone AE.
,
.
Flow constriction structure. Three existing culverts are to be removed and replaced with a
concrete block flow constriction structure. The structure consists of 26 30"x30"x60" precast
concrete blocks spanning approximately 30 lineal feet on each bank. The 'structure is located
within Zone AE.
.
Removal of the, Mill Dam. The dam is to be removed and the Mill Pond ar"a is to be regraded
and revegetated. See the attached vicinity map. The Mill Dam and Mill Pond' are located outside
of Zone A E.
..
Riparian ,restoration. Invasive ~pecies removal and riparian and wetland piantings are proposed
along the new iniet. See Figures 1,.2, and 3.
Topography
, The Corp's of Engineers, Portiand District conducted hydrologic and hydraulic analyses for the project
as part of a 2003 feasibility'report. Topographic data for the HEC-RAS modeling,;were derived from
2000 contour mapping at 2cfoot contour intervals' pro,!ided by the City of Springfieid. Aeriai
photography was collected in 2004. Supplemental points were collected using a level, handheld GPS.
. . 11
and total station in March and August, 2008. The data sources were merged into a single 3D'surface
using Bentley InRoads software, and the HEC-RAS modeling was updated to rellect changes to the
proposed design. All project 'features are projected to NAD83 Oregon State Plan", South Zone. The
vertical datum for all project features is North American Vertical Datum (NA VD88). Previous models,
including that utilized NAD27 and NGVD29 were converted toNAD83 and NA VD88 for use in the
project mapping. Unless otherwise noted, all elevations in this report are relative to NA VD88.
Bathymetry
Bathymetry in the Corps of Engineers modeling was based on hydrographic su;veys conducted in
March and May of 2000. An updated bathymetric survey was. conducted along the same section lines in
. , . "
October 2007. Figures 8 and 9 show cross sections cut at the existing and proposell.inlet locations in
2000 and 2007. The thalweg degraded several feet in both locations over the 'seven-year time period,
with some aggradation on the left bank gravel bars. Figure 1 0 show~ the profil" viewii The profile shows
bed degradation throughout the entire reach, with some deposition further downstream. The most
prominent features along the thaJweg profile are an abandoned gravel pit located downstream of the
existing Mill R~ce inlet and' a deep scour hole located near the proposed iniet. The ~ravel pit 'and scour
hole have remained fairly stable over time in terms of river station. A smaller ,t1ead cut, however.
migrated upstr"am seveial hundred feet be!we~n 2000 and 2007. The migration rate has been' somewhat
episodic; in one instance, it is reported to have moved several hundred feet upstream in one winter, with
relatively little migration, occurring in other winters. If the average rate observed ~'ince 2000 wer~ to
. . ',.' , . Date Received:
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Original Submittal
Springfield Mill Race.
Section 206 Project
Floodplain Analysis
continue. the head cut (which was located approximately 100 feet upstream of the existinginlet location
in 2007) would reach the downstream end of the deep scour hole (approximately 300 feet downstream
of the proposed inlet location) in approximately 20 years. The head cut migration will most iikely halt
when it reaches this scour area; however, the overall reduction in the thalweg profile along with the
associated backwater conditions would result in a reduced water surface elevation at the proposed inlet
location in some flow conditions.
Flow Frequency
Additional gage records were obtained to update the Corps of Engineers findings to current conditions.
A comparison of the previous findings to the entire period of record shows a slight difference in flow
recurrence (Figure 4). The exceedance curves are nearly identical for the two post-regulation periods of
record. The meim and median discharges are approximately 100 cfs lower for the extended period of
record. a difference of 3%. The project increases the frequency of lower flows in the Mill Race while
limiting flood flows to present levels for areas of the Mill Race within the project limits (Figure 5).
Flows in the Mill Race vary with flows in the Middle Fork Willamette River. Some base flow enters the
Mill Race through storm drains and other. surface drainage into the MiH Race; however, these base
flows are minimal relative to the flow rates. driven by the Middle Fork WiIlamette River connection at
the Mill Race inlet. The monthly flow variation in the Middle Fork WiHamette River is shown in Figure
6. In. summer months, flows in the MiH Race have generally been 'supplemented with pumping. The
flow exceedance curve is broken into winter and summer flow conditions for comparison in Figure 5. ,
The highest fiow measured since 1999 was 2 i ,000 cfs, approximately equal to the 10-year return period
runoff event determined for the 1999 Flood Insurance Study. The peak discharges measured during the
additional period of record (1999-2008) correspond closely to ,the expected trends from the previously
determined peak flow.distribution. Likewise, the distribution of runoff throughout the year has remained
similar, with' snowmelt and reservoir releases appearing to affect the runoff hydrograph in the spring and
late summer.
Roughness Coefficients
The 2003 Corps model and the 1999 FEMA model apply roughness coefficients for the Middle Fork
Willamette River taken from a 1978 HEC-2 deck prepared by CH2MHill, Inc. Based on notes taken in
1999, Ken McGowan, the Floodplain Manager at the time, reported that the HEC-2 model was
calibrated to measured water surface elevations upstream and downstream of Clearwater Park. The
calibrated main channel roughness coefficients were approximately 0.02 to 0.03 in the vicinity of the
Mill Race Inlet. Subsequent HEC-RAS models prepared by the Corps of Engineers in 2004 required
Mannings n values of 0.045 to 0.055 in the same reach of the Middle Fork to calibrate to recorded water
surface. elevations. As shown in Figure 7, the roughness coefficient resulted in an increase in computed
water.surface elevations in the vicinity of the Mill Race inlet. The water surface elevation in the inlet
area was surveyed on 3/12/08,5/26/08,8/29/08,11/21/08,12)27/08, and 2/9/08. A comparison of USGS ,
. lpr~}}r:)i?~fY. d!J,c~arge data for the dates of survey confirms the rating cu~ve ~~ the model with the
, calibrated nvalue.. ' I Date Receive. ,
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April 2009
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Original submittal
-
Spring(leJd fl.1iJI Race
Section 206 Project
Floodplain .Analysis
Existing Floodplain
The existing Mill Pond is not iocated within the mapped FEMA floodplain for the base flood (see
Figure 16). The Middie Fork Willamette River floodplain extends into the Mill Rac'eapproximately 800
feet to the South 2nd Street Bridge. Upstream of the Mill Pond, the mapped floodplain covers Jasper
Slough, Quarry Creek, Gorrie Creek, and the Mill Race upstream of the South 18th, Street Bridge (See
Figu!e 17). The inlet area floodplain and flood\vay are shmvn in Figures 2 and 18.
In)et Confignration
Altho,ugh the proposed inlet invert is at an elevation that connects to the Middle Fork Willamette River
nearly 100% of the time, during some time periods the shallow depth in the. inlet ,would not..provide
sufficient head for open channel flows in the Mill Race. Wate'r depths wouldlikeiy qeed to reach] to 2
feet before sustained flows would. be possible. Aithough pumpiqg requirements would be reduced with
,the proposed inlet configuration. during some low summer. flows, a 'pump will still be~ required to
maintain yeaHound flows into the Mill Race. When the head ,cut reaches the scour hole, the water
surface elevation at the proposed inlet location could potentially dfop to the same frequency of
connection currently exhibited at the existing inlet 10,cation; by that time the exi$ting inlet location
would have become even further disconnected.
The need for dredging at the new inietwill be reduced compared to .the existing inlet due to the location
of the new inlet within a degradational zone. Some aggradation could occur in the proposed inlet area
without.affecting the design discharge in the Mill Race. Lowering the inlet further would not improve
the connection times because there is not enough elevation drop to the downstream Mill Race to provide
flows at a lower inlet invert elevation. To be effective, any further lowering of the inlet would have io
be accompanied by large-scale excavation of the Mill Race channel, which is not being 'considered at
the present time.
Jasper Slough
An additional design-consideration is the effect of the project on water surface elevations at Jasper
Slough. Jasper Slough serves as an overflow side channel for the Middle Fork WiIlamette.in extreme
(-] OO-year) flows, connecting to the Mill Race approximately ] ,300 feet upstrearli' Of the 28th Street
Bridge. Figure 20 shows a plan view. Although severai storm drains and other local surface runoff
sources drain to Jasper Slough, the Slough is generally a backwater of the Mill Race. As such; the water
surface elevation in the Mill Race at its confluence with Jasper Slough governs the Jasper Slough water
surface elevations for a half mile upstream of the confluence. Supplemental hydrol?gic and hydraulic
anaiyses were conducted to evaluate the potential effects of the lower Mill Race water surface elevation
on Jasper Slough,
Table 2 shows th~t the project effect on water surface elevations at !tIe Jasper Slough confluen~e are
very similar to the effect at the Gorrie Creek culvert described below. Velocities alill>showl'-,for the .
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J~~illo~ 2009
Original Submittal
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Springfield"Mill Race
Section 206 Project
Floodplai~ Analysis
adjacent Mill Race channel; ,velocities within Jasper Slough are negligible under both existing and
project conditions. The maximum effect on the water surface elevations considering a wide range of
fiows in, the Mill Race is 0.9 feet. Thegreatest effect occurs when 1l0ws are between 50 and 100 cfs in
the Mill Race channel, representing a typical winter condition. Above and below this 1l0w rate, the
effect is dampened. The areal effect of the lowered water surface elevation varies with the side slopes.
In zones with steep side slopes, the area affected by the lowered water surface eievation is minimal. In
areas with milder slopes, the effect is much greater. To evaluate the areal effect of the lowered water
surface, eight bathymetric cross sections were 'taken within Jasper Slough on November 15, 2008. The
cross sections show that in the vertical elevation zones affected by 1l0ws exhibiting the highest
difference in water surfa~e elevations between existing arid project condition,s, the channel side slopes
vary from near vertical to approximately 21-1: I V. The side slopes llatten to between 51-1: I V and 101-1: I V
both above and below this zone. Figure 2 I shows the effect schematically.
As shown in Figure 21, the top width of the Jasper Slough water surface is reduced by a maximum of
approximately 4 feet. The associated area affected by the project changes (inundated under existing
conditions and exposed during project conditions) along the approximately -2500 foot length of the
Jasper Slough backwater zone is a total of approximately 0.25 acres located along the edge of each
bank. With the dam removed, the channel slope in the Mill Pond area increases from essentially llat to
0,23%. Velocities increase accordingly from near zero under existing conditions to 2.5 fps with the dam
removed.
Comparison of Results
,Figure 10 shows a comparison of the modeled water surface profiles with 2000 and 2007 bathymetry.
The rating curves for the Middle Fork Willamette cross sections at the existing and proposed inlet
location are shown in Figure II. The cross sections are shown with selected water surface elevations in
Figures 12 and 13. In general, the Willamette River water surface elevation at the proposed inlet
location is approximately 2 feet higher than at the existing inlet. For higher 1l0ws (2-year event and
higher), there has been relatively little change in the rating curve at the proposed iniet location;
however,' for lower 1l0ws (below 80% exceedance discharge), the migrating head cut and channel
incision have contributed to a water surface approximately 1 foot lower in 2007 than in 2000. The trend
will most likely continue as the head cut continues to migrate upstream. The gravel deposition at the
boat ramp that has occurred over the past, decade will likely begin to erode as the head cut continues
I
migrating upstream; however, the boat ramp is located in a depositional area shielded by a rock-
protected riverbank and will likely continue to experience episodic deposition of gravel and other
debris.
A key design, criterion at the proposed inlet is to avoid increasing 1l00d 1l0ws in the Mill Race above
current levels. Under existing conditions, water surface elevations in the Middle Fork Willamette River
reach the existing inlet approximately 80% of the time; however, substantially higher water surface
elevations are required to actually maintain 1l0ws downstream into the Mill Race. The City currently
must provide pumping to maintain flows in the Mill Race during most of the summer. Median 1l0ws
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'result in depths 'of approximately I to 3 feet through the inlet channel with discharges on the order of
Date Receive' j:
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Aprii 23UM 1 7 2009
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Springfield Mill Race
See.lion 206 Project
Floodplain Analysis
, . II
1 00 cf~. A gravei roadway with three existing 4S-inch diameter CMP culverts bec"omes a controlling
feature during high winter flows'that approach the top of the culverts with flows of 200-300 cfs. During
WiIlamette River flood flows up to the 2-year. event, the culverts are submerged, buf the roadway is not,
overtopped, During these events, the flows split just upstream' of the culvert, and "lOst of the flow'is
diverted through a side channel (North Channel) to rejoin the main river. Culvert velocities under
submerged conditions approach 10 fps. In ext,:eme flood events in the Middle Fork WiIlamette River,
the maximum,discharge through the three ,culverts can approach 400 cfs just prior to overtopping of the
roadway. The corresponding Middle Fork WiIlamette River fiows are approximately 20,000 cfs, The
gravel roadway is not designed for overtopping and would likely wash out under this scenario. .
Under proposed conditions, the Mill Dam will be removed and replaced with a composite channel. The
proposed design utilizes a composite channel with a l2-foot bottom width and high~flow terraces. The
dam' removal and channel construction affecf the water surface: elevations and veiocities in the Mill
Race upstream of the dam. The hydraulic effect of the dam removal extends several miles upstream
from the dam site but does,not affect the inlet area. Figure 19 shows the velocity profiles for .typical
winter flows in the Mill Race under existing conditions with the dam in place and under proposed
conditions with the dam removed. 'In low flows, the effect (lower water surface elevation and higher
velocities) disappears near Kinzley Road, approximately 2.5 'miles upstream of the dam site. During
flows above the 2-year, event, the effect disappears at the existing gage weir approximateiy 3 miles
'upstream of the dam.
Due to the relocation of the inlet, the recurrence frequency of a given flow will increase III most
conditions. The water surface elevation associated with a particular flow, however, will decrease due to
the elimination of backwater from the. Mill Dam. Because the .water, surface elevation will be lower,
flow rates in diversions such as the Gorrie Creek culvert may be affected. To avoid an adverse impact to
the available flow, the Gorrie Cieek culverts will be lowered. As shown in Table 1, the maximum effect
in any given flow is a 0.9 foot reduction. The culv~rts will be lowered one foot to compensate for, the
potential lowered water surface elevation. In conjunction with the culvert lowering, minor excavation
within the Mill Race will be needed to form a pilot charinel to the new culvert invert. Fish screens will '
be needed outside the sluice gates. A customized configuration may. be required to form a screened
channel entrance that attaches outside of the sluice gate. Periodic maintenance of the fish screen will be
. .,
required to remove accumulated debris.
Effects on Floodplain and Floodway
Cross sections adjacent to .pr,?j.~ct features were modifjed in the HEC-RAS model 9f the Middle Fork
WiIlamette River to simulate the potential effects on1 the regulatory floodplain and floodway. As a
conservative approa~h; only encroachments and fill we!e modeied, while excavation:and removaJ.of fill
I.' ,.:: ., "l
were ignored. The only encrm{c~m'ent in the proposed i~let area is the placement of large woody debris.
The large woody debris placement is proposed outside the regulatory floodway; however, two pile-
supported large woody debris' clumps are loc~ted'~~ithin the IOO-year floodplain.. Th~ proposed
placement location is in an area that under typical flow scenarios is separated' from tI)e main channel by
an island. As shown in Figure 23, Section 20976 was modified to simulate the addition of large woody
. . Date Received:
r.;] . .
. ~ .
7
JU~Ui1oc2009
Original Submittal
" !.
Springfield Mill Race
Section 206 Project
Floodplain Analysis
debris. As a conservative approach, the entire side channel was converted to an ineffective flow area in
the HEC-RAS model. This would reflect a case in which the large woody debris clumps snag additional
debris or cause some aggradation ihat would inhibit any effective flow in the side channel. The effect of
the change in the' model is shown in Table 3. The resulting change in water surface elevation is
approximately 0.0 I feet, and the resulting velocity increase is 0.03 feet per second. As shown in Figure
2, the large woody debris placement is proposed outside of the floodway encroachments; therefore,
there is no effect on the regulatory floodway.
In the existing inlet area, some fill is proposed to prevent fish stranding along the channel thalweg and
to separate'the existing channel from the proposed Mill Race iniet. No fill is proposed within the
regulatory floodway; however, some, fill is proposed within the floodplain. As shown in Figure 24,
Section 18865 was modified to reflect the fill placement. As a conservative approach; a complete
blockage was inserted into the HEC-RAS cross section at this location at an elevation exceeding the
proposed fill elevation. Because the proposed fill is located in an area that, although wetted, provides
ineffective flow conveyance, the complete blockage causes only a reduction in top width and does not
result in any increase in base flood elevations or velocities. Likewise, the blockage is located outside of
the floodway encroachments and therefore has no effect on the regulatory floodway The tabulated
results are shown in Table 3. Figure 25 shows,the profiie view of the existing and proposed conditions
water surface elevation. As shown in the profiie view, the two profiles' plot directly on top of one
another, and the project effects on the regulatory floodplain and floodway are negligible. The electronic
HEC-RAS files, including flow, geometry, and plan details, accompany this summary report.
Date Received:
JUN 1 7 2009
.;
."
Original Submltt~1
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:llL",;ii'~l.'. !;.:. 'In' .
Springfield Mill.Race
Section 206 Project
Floodplain Analysis
FIGURES AND TABLES
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Date Received:
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9
. JUN Jpli z2n09
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Figure 3: Cross Sections
Date Received:
.JUN 1 7 2009
:..,
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Original Submittal
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11
April 2009
Springfield Mill Race
SeCtion 206 Project
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Figure 4: 2007 vs. i 999 Exceedance Curves
100
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~ InllialConnectlonal
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,.
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, I
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Figure 5: Summer VS. Winter Exceedance Curves
JUN1 7 2009
~
12
c, ;l:j:,-,;:;I GJ.;fflittsJ
April 2009
Srringfield Mill Race
Section 206 Project.
Floodplain Analysis
Middle Fork WillametteRiver at Jasper, Monthly and Annual Averages
7000
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;'
~ 4000
.
E'
.
~
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a 3000
-~
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1--e--!'JIOnl,hfYMed,.ian I
- Annual Medl80
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Figure 6: Monthly Flow Distribution
Roughness Coefficient Sensitivity
490
Existing
Inlet
Proposed
Inlet
__~:!II:')(JI(;:ll(
495
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----:-,-Thalweg I
455
450
16000
i 16500
17000
17500
18000
18500
19000
19500
20000
Station (ft above confluence)
Figure 7: E\ffect qf.Roughness Coefficient on Water Surface
J . . ,i ...' .'. ~ ~.~: . \ '; .
Date Received:
.;-.:,.,
.'
. .
'". ,-,~~'_ ,b".,
JU14 ~ 7 2009
~r "
13
April 2009
Original submittal
,'~.. 1"
< :,~I '8' 'i~ tt"
Springfield Mill Race
Section 206 Project
Floodplain Analysis
Middle Fork Willamette River at Proposed Inlet (looking downstream)
495
1- - - 2000 BathymetIY I
-2007 Balhymelry
..-- --
I
. - '1
470
r
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s
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.
ill
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485
v
480
1500
1600
1700
1600
Station(ft)
1900
2000
2100
Figure 8: Cross Section at Proposed Inlet Location, 2000 VS. 2007
Middle Fork Willamette River at Existing Inlet Location (looking downstream)
485
, . /
.____ --V L./
463.
.'L .//
1- - - 2000 Bathymetry I
-2007 Bathymetry
C 479
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q
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473
~
471
469 <
200
400
600
BOD
1000
1200
1400
1600
1600
2000
Station (ft)
Figure 9: Cross Section at Existing Inlet Location; 2000 VS. 2007
Date Received:
JUN 1 7 2009
~
lo!'. ~
.p .,:
14
Original Subffil'!~p9
Springficld.Mdl Raee
\ SeCtion 206 Project
'0475
>
<(
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~ 470
,.
"
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w
Floodplain Analysis
Willamelte River Thalweg Profile
490
I
---
#'..... "'Proposed' I
,\ Inlet I I
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i I
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I I
Top of Bank
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r Discharge
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I
.-----
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. 'OIme< I r---- --'
-~:~? Mig"ti"gH..,Cu!
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455'-'--
-Water Surface Elevation, 2000 Bathymetry
~Waler Surface Elevation, 2007 Bathymetry
-Thalweg, 2000 Bathymetry
-Thalweg, 2007 Bathymetry
450
16000
16500
17000
17500
18000
18500
19000
19500
20000
Station (ft above confluence)
Figure' ] 0: Middle Fork Willamette River Thalweg and Water Surface Profile, 2000 vs. 2007
Middle Fl?rk Willamette River Computed Rating Curves
490
Top o~ Bank Elevation at Clearwater
485
I-proposed.lnletl
-Existingln!el
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Discharge (cfs'
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Figure] 1: Existing and Proposed Inlet Location Rating Curves
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Date Received:
JUIM 7 2009
~!. ..
]5
April 2009
.. Original Submittal
, ..;. "., ( . ,', '':''"' " ~ ,~:,
~pringfield Mill Race .
Section 206 Project
Middle Fork Willamette River at Proposed Inlet (looking downstream)
495
ClearvJalerPark \
J
I
490
4851
2-yeardiscllarge
'V
\
BO%exceedence
discharge
'Z
.,
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<t 480
z
E.
-
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~
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.
W
I
/
Proposed Inlel
Thafweg
470
465
v
460
1500
1700
1800
Station (ft)
1900
2000
1600
Figure 12: Water Surface Elevations for Cross Section at Proposed Inlet Location
Middle Fork Willamette River at Existing Inlet Location (looking d~wnstream)
485
/-
----- ~
483
481L
2-year discharge
~
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C 479
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ill 475
80% exceedence
discharge I
'----I~.
1//
I
Existing North Channel end Millrace Inlel Tha!weg
473
471
46.
200 400
1400
1600
1800
600 800
1000
1200
Station (ft)
'.', ..~,
Figure 13: Water Surface Elevations for Cross Section at Existing Inlet Location
Floodplain Analysis
2100
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2000
Date Received:
,
',t,
~iJijr...".,).
...., ),
16
April 2009
Original Submitta'
JUt~ 11 2009
Springfield Mill Race
Section 206 Project
Floodplain Anulysis
MDRacelv'R-l
Legend
490'
ws 400cfs
ws 200cfs
WS 100.efs
WS 50cfs
Ground
Left Levee
485-
s
c
o
~
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w
1 aO-year WSEL
l__________'
5% Exceedance
Typical Winter WSEL
475'
23250
23300
23350
23400
Main Channel Distance (ft)
23450
23500
23550
Figure 14; Water Surface Profiles through Proposed Clearwater Lane Culvert
492.r-'o: .032 I OB~
- Legend I
WS 400 cfs
490 WS 200 cfs
WS 100cfs
"8' WSSOcfs
Ground
.
486. BankSta
S 484
Q
~
. 482
W
480
478'
476"
474.
0 20 40 60 80 100
Stalion(ft)
Figure 15; Cross Sectional View of Clearwater Lane Culvert
..'
Date Received:
~
',' .:;;,,~, .\.. ,
. :"
1;_, '
17
JUN ~P'~ 2rtn09
:: ;::i~.,'~- 1:~';l;GI~;
Original Submittal
,
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Springfield-Mill Race
Section 206 Project
'Floodplain Analysis
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ltIPlCCliltffj
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Figure 16: FEMA Flood Insurance Rate Map for Mill Pond Area
-.
--..............
..~I,S.""~,. ...
Return Interval
10-year
.:::::::::::: 50-year
100-year
500-year
i
!
!
,
Discharge (cfs)
20,000
25,100
35,500
81.000
.~ ~.""'''''...........)
~ ~l~ FIRM
_.~:J1.cnOUI5IJRAIlCEItUEMAJ!'
~~ 1,A."~ WV,,-TY,
,t OIillGON A~D
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;:.
----"
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....--.--..--
1.Qt.lEl
~
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!
WJIW1IJEI
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Figure 17: FEMA Flood Insurance Rate Map: Miii Race, Quarry Creek, Gorrie Creek, Jasper Slough
"' ,-' ,r Date Received:
~ .Jt:ttttI1069-'
]8 April 2009
L" .. ~~,.. jl,~1 " Original Submittal
Springfield Mill Race
Section 206 Project
Floodplain Analysis
/
MIDDLE FORK i
\'I/,UIMF:7'I'I-; . R1Vgn i x
iRlvi194
I
Return Interval
10-year
50-year
100-year'
500-year
Discharge (cfs)
20,000
25,100
35,500
81,000
Figure 18: FEMA FIS Flood Delineations and Discharges for Inlet Area
Mill Race MR.'
Existing
Dam
Pond
Entrance
~
'2 2'
.c.
,0 ,
IQj Y
>
1 ~
V~I
\,
F 51.
Bridge
I Ii
3
Il
28'h 51.
,
.,
,
,
~
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.\ / . "Jkll
':~:' ,"
,F I ___I ,/
~, ~, - ~ - ,
--- ' '. -"
Bridge
,'~
,
I.
\J\)
Existing
o.
.. '. 5000
'..
10000
15000
,
20000
Main Channel Distance rill
Figure 19: With- a~d Without_Project Mill Race Velocity Profiles for Typical Winter FlolVS
Date Received:
- ;, }~,.'.:
"r
~
19
JUMp,~ 21092009
Original Submittal
Springfield Mill Race
Section 206 Project
Floodplain Analysis
Figure 20: Jasper Slough
I Existing ground
-+ 4-- max 2' top width
reduction (each side)
Without-project water surface
\7 -
~-,
Figure 21: Jasper Slough Schematic Section
Date Received:
JUN 1 7 2009
..... "
~ I
":'1 , ;",
Original Submittal
20
April 2009
Springfield Mill Racc
Section 206 Project
Floodplain Anulysis
Sprirgfield Aoodplain Plan: ,~) Existing 4/6/2009 2) Proj:Osed 416f2009
490-
48'
~
~----
Legend
WS Mnlmum'Aow- Existing
WS Minimum Row. Proposed
Ground
Ground
480
Existing and
proposed' water
surface profile
475
g
c
o
~
w
Station 18865
Existing thalweg at
proposed inlet
Station 20976
470 /
t---..--~
465 Existing thalweg
at proposed inlet
460
455
17500
18000
18500
19000
Main Channel Dislance(ft)
19500
20000
20500
Figure 22: Middle Fork Willamette Water Surface Profile, Existing vs. Proposed Conditions
Sprirgfiekf Ac:odplain Plan: 1) Existing
2) Prepased
495
490
/
.~
Legend
WS Mninum Row- Proposec
WS Mnmum Row- ExiSlnll
~-"-""""'''''''''".-.-'''".'"'-'-.'-.'"-.'.".-'~
-Proposed
. Ground-~roposed
half-Proposed
.
Bank5la-Proposed
Ground-.Eldsllng
fleff-Existing
B81\k5ta-.Eldsmg
485
----/'.
*
g
c
o
~
w
480
..J
Ineffective flow
conveyance added for
L WD placement
475
4i-.
o
500
1000
15'00
20'00'
2500
3000
3500
tf' 5tati:>n(ft)
'igure 23: Proposed Inlet Area Cross Section, Existing vs. Proposed Conditions (Station 20976)
"n; Date Received:
JUN 1 7 2009.
~
21
Original Submittal
April 2009
Springfield Mill Race
Section 206 Project
495
490.
it
c
.
~
iU
485 \
480 Lv
475
470
-,
o
Sprlrrafiek:l Aoodplain
Plan: 1) Existing
H100
2000
Floodplain Analysis
2) Proposed
"r-/
I Legend
IwS Mnknum Aow- Proposco
WS Mninum Row- ExiSlIlg
~""~~,"""'W..'{"l>.,,,...,,,,,,,;&,....,,~
. Proposed
-Proposed
~ound-~roposed
neff-Proposed
.
BankSta-Proposed
~....,' .~ H" ~
- Extsling
Ground:Exisling
lneff.EJdsting
.
BankSta-EJdsling
Blockage for proposed
tiil placement
22
4000
5000
3000
Slalion(f1)
'igure 24: Existing Inlet Area Cross Section, Existing vs. Proposed Conditions (Station 18865)
., -
t.)),
~
Date Received:
JUN 1 7 2009
Original Submittal
April 2009
Springfield Mill Race , Floodplain Analysis
Section 206 Project
Table I: Mill Race Hydraulics under Existing and Proposed Conditions at Gorrie Creek
I DischarQe Max Energy 1 Velocity I Flow Top
Model Depth Slope Area Width
I (efs) (ft) (fVft) I (fVs) I (SQ ft) (ft)
5 2.721 0.000000 0.0 I 112 47
20 3.37 0.000002 0.1 I 143 49
'" 50 .4.24 I 0.000006 0.3 I 186 51 I
c 100 I . 5.00 I 0.0000141 0.4 I 226 I 54 I
0
:E 200 I 5.85 I 0.000033 I 0.7 I 273 I 56 I
'0
C 3001 6.57 I 0.0000481 1.0 I 3141 591
0
() 400 I 7.19 I 0.000059 1.11 355 72 I
Ol
c 500 i 7.73 I 0.000069 I 1.31 397 I 108 I
~
'x 750 I 8.91 I 0.000087 I 1.6 I 525 I 110 I
w
950 I 9.70 1 0.000098 I 1.9 I 6131 1111
1200 I 10.63 I 0.000108 I 2.1 I 717 117 I
1500 I 11.63 I 0.000116 I 2.3 I 851 I 149 I
I
51 2.28 0.000001 0.1 I 91 45 I
20 I 2.73 0.000005 0.2 I 112 47
50 I 3.34 0.000015 0.4 I 141 49
'" 100 4.09 0.000029 061 178 I
c 51
0
.. 200 I 5.20 I 0.000050 I' 0.8 237 I 54
'0
c 300 I 6.071 0.0000651 1.11 285 I 57
0
() 400 I 6.82 0.000077 1.2 329 I 63
t5 500 I 7.47 I 0.000087 I 1.41 376 I 76
OJ
"e 7501 8.75 1 0.000103 I . . 1.6 I 508 I 110
ll..
950 I 9.58 I 0.000114 I 1.8 I 598 I 111
1200 I 10.52 I 0.000126 I 2.0 I 7051 115
1500 I 11.55 I 0.000130 I 2.2 I 8391 149
-0.441 0.001 0,01 I -20.51 I -1.37
-0.64 0.00 0.04 -30.80 I -1.98
-0.90 I 0.00 I 0.08 I -45.16 I -2.78
-0.91 I 0.00 I 0.12 I -47.72 1 ' ,-2.85
c -0.65 I 0.00 I 0,11 I -36.53 I -2.15
0
'"
"~ -0.50 I 0.00 I 0.09 I -29.151 -1.79
Q. -0.37 I 0.00 I 0.071 -25.20 I . -9.27
E
0 -0.26 I 0.00 I 0.04 -21.61 I -31.76
()
-0.16 I .0.00 I -0.01 I -16.98 I -0.27
-0.12 I 0.00 I -0.031 -14.38 I -0.23
-0.11 I 0.00 I -0.07 -12.491 "2.37 I
-0.08 I 0.00 I -0.12 I -11.49 I 0.00 I
~ .,
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1
\
Date Received:
"1
.lUN 1 7 2009
~
23
April 2009
Original Submittal
Springfield Mill Race
Section 206 Project
Floodplain Analysis
Table 2: Jasper Slough Confluence Hydraulics under Existing and Proposed Conditions
I Discharge Max Energy Velocity Flow Top
Model Depth ,Slope Area. Width
I (cfs) (It) (ft/It) (ft/s) (sQ It) (It)
5 2.47 0.000000 ' 0.0 152 99 I
20 3.12 0.000001 0.1 218 103 I
50 4.00 0.000003 0.2 311 109 I
Ul
c 100 4.77 0.000006 0.3 396 1131
0
'~ 200 5.65 0.000011 0.4 498 119
'6
c 300 6.38 0.000014 0.5 588 124 I
0
0 400 7.02 0.000017 0.6 668 129 I
0>
C 500 7.59 0.000020 0.7 742 1361
t5
'x 750 8.80 0.000024 0.9 946 188
w 191 I
950 9.62 0.000027 to 1102
1200 10.57 0.000029 1.1 1284 194 I
1500 11.59 0.000031 1.2 1484 199 I
5 2.03 0.000001 0.1 109 96 I
20 2.48 0.000005 0.1 153 99 I
. 50 3.10 0.000009 0.2 216 103 I
Ul . 100 3.87 0.000014 0.3 297 108
c
0
:E 200 5.01 0.000018 0.5 423 115
'C
c 300 5.90 0.000020 0.6 529 121
0
0' 400 6.67 0.000021 0.7 624 126
U
Q) 500 .7.34 0.000022 0.7 710 131
'e- .750 8.66 0.000026 0.9 920 187
a.
950 9.51 0.000028 1.0 1080 191
1200 10.47 0.000030 1.1 1266 194 I
1500 11.52 0.000032 1.2 1471 198 I
-0.44 O.OOOOOl 0.0 -44 -3
-0.64 0.000004 0.0 -65 -4
-0.90 0.000006 0.1 -95 -6
-0.90 0.000008 0.1 -100 -6
c -0.64 0.000007 0.1 -75 -4
0
Ul
'C -0.48 0.000006 0.0 -59 -3
co
c. -0.35 0.000004 0.0 -44 -2
E
0 -0.25 0.000002 0.0 -33 -5
0
-0.14 0.000002 0.0 -26 -1
-0.11 0.000001 0.0 -22 0
-0.10 0.000001 0.0 -18 0
-0.07 0.000001 0.0 -14 -1
" Date Received:
, , JUN 1 7 2009
:~-,:. .... 24 Original Submittal April 2009
Springfield. Mill Race
Section 206 Project
Floodplain Analysis
Table 3: Comparison of IOO-year Middle Fork Willamette River hydraulic paramei~rs under Existing
and Proposed Conditions (with changes highlighted) ;~
"
~I
I Station Q Min Ch W.S. Vei Flow 11i Top
Plan Total EI Elev Chnl Area Ii Width
I (It) (efs) (It) (It) (ftls) (sa It) Iii (It)
I 22433 Existina 35000 I 478.13 489.59 1548 2359.59 Iii 413.87
I Proposed 35000 I 478.13 I 489.59 15048 2359.59 Ii 413.87
, Existina I 35000 1 474.00 Ilf:lfs9Rjiil-1 !!:1[928r9,1:11123a;1~2sl!
20976 .0$..,. .1.w:1W<
I Proposed I 35000 I 474.00 1~8$!15l1lf' i'~;~~~r;~~ ~;;~~;:~I
I 20867 Existina 1 35000 I 469.22 1 489.00 547
Proposed I 35000 469.22 . 489,00 547 I. 13452.36 ]1217044 I
I 20753 ExistinQ 1 35000 464.11 488.73 I 7.12 I 11067.27II1978.95 I
Proposed 135000 464.11 488.73 1 7.12 111067.27 111978.95
I 20650 ExistinQ 35000 1 464.01 488.37 1 847 8829.35 11176322
Proposed I 35000 1 464.01 488.37 I 847 1 8829.35 111763.22
I 20558 ,Existinq 1 35000 455.90 488.27 7.68 1 8575.24 i11756.34
Proposed I 35000 455.90 488.27 1 7.68 1 8575.24 111756.34
I 20462 ExistinQ 135000 461.04 488.01 1 8.32 738943 I1706.25 1
Proposed 35000 1 461.04 488.01 1 8.32 738943 111706.25 I
I 20373 ExistinQ 1 35000 I 468.00 48749 I 11.10 , 7072.58 1:1593.88 I
1 Proposed I 35000 I 468.00 48749 11.10 7072.58 111593.88
I 20269 I ExistinQ 1 35000 469.55 487.80 1 7.56 8838.81 111974.65
1 Proposed 135000 1 469.55 487.80 1 7.56 8838.81 111974.65
I 20165 I Existinq 35000 1 470.00 487.91 I 7.13 1 11379.24 F2044.67
Proposed I 35000 1 470.00 487.91 7.13 1 11379.24 1 '2044.67
I 20043 I ExistinQ 1 35000 I 471.00 487.82 1 6.29 1 11214.031'2030.05
1 Proposed 1 35000 I 471.00 487.82 1 6.29 111214.03 12030.05 I
I 19923 I ExistinQ I 35000 1 472.70 487.76 1 ,6.12 110838.86 1 :2028.02 I
I Proposed I 35000 1 472.70 487.76 I 6.12 1 10838.8612028.02 I
19633 I ExistinQ 1 35000 I 473.00 487.78 1 4.51 114953.292429.23
1 Proposed I 35000 I 473.00 487.78 1 4.51 114953.29 1 '2429.23
19444 I Existinq I 35000 1 472.00 487.74 I 4.21 /15156.30 / '2068.98
1 Proposed I 350001 472.00 487.74 4.21 .15156.302068.98
19339 I Existinq 1 35000 1 471.17 485.85 1 5,78 111044.1811;174846 1
1 Proposed I 35000 I 471.17 485.85 1 5.78 111044.181 :;1748461'
19224 I Existinq I 35000 1 469.56 485.76 1 5.88 112161,99 13693.09 I
1 Proposed I 35000 1 469.56 485.76 I 5.88 112161.99 13693.09 I
19100 I Existinq 1 35000 I 468.74 485.54 1 6.28 I '8627.85 13629.35 I
I Proposed I 35000 1 468.74 485.54 1 6.28 I 8627.85 3629.35 I
18994. Existinq I 35000 1 469.00 48545 I 6.03 1 8342.82 13065.14 I
I Proposed 1 35000 I 469.00 48545 6.03 1 8342.82 13065.14 I
18865 1 Existrnq 135000 1 469.00 485.28 1 6.18 I 7601.57 11I2";1:43i;ii7J1
I Proposed 35000 I 469.00 485.28 I 6.18.1 7601.57 11'~---'j')jijJ
1:1-32:60" .
18642 I Existinq 1 35000 I 468.00 484.99 6.76/ 7512.58 r 2976.73
. 1 Proposed I 35000 I 468.00 484.99 1 6,76 I 7512.58 12976.73 I
. lid
Date Receive:
,II
~ II
25 JUN 1 7 2009, April 2009
II
Original Submittal II
I'
II
ATTACHMENT E
i;
PLANTING PLAN TABLE I
FOR SPRINGFIELD MILL RACE RESTORATION PROJECT - PHASE II
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.1
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I
II
,i
Date Received;
JUN 1 7 2009
Original Submittal.
Designation
Common name
, Attachment E - Springfield Mill Race, Planting Plan - Phase'lI
Carex obnupta Slough Sedge
I Downingia elegans ICommon downingia
I Epilobium densiflorum I Dense'Spike*Primrose
IGrindelia integrifolia IGumweed
Seasonal pondslpanicum acuminatum or P. Iwestern Witchgrass
occidentale .
IPlagiobothrys figuratus IPopcornflower
I Rorippa curvisiliqu? ICurved-Pod Yellowcress'
ISparganium emersum ISimple*Stem Bur-Reed
ICamassia quamash ICommon Camas
ICarex obnupta ISlough Sedge
jGlyceria accidentalis (Western mannagrass
IMyosotis laxa ISmail-Flowered Forget-me-not
IScirpus microcarpus ISmail-Fruited Bulrush
ISCfiPUS tabernaernontanii jSoft..:_Stem Bulrush, Tule
Camus sericea IRed~osier dogwood
fLonicera involucrata Black twinberry
Tree Clumps (Malus fusca Pacific crabapple
I Physocarpus capitatus Nine*bark
ISalix sitchensis Sitka willow
IAlnus rubra Red alder
ICornus,sericea IRed osier dogwood
IFranxinus latifolia 10regon ash
Scrub~Shrub
I Physocarpus capitatus I Ninecbark
Wetland
ISalix,tucida I Pacific willow
ISalix,sitchensis ISitka willow
ISpirea douglasii IDouglas' spirea
ICarex obnupta ISlough sedge
ICornus sericea IRed-osier dogwood
Ash Fore-sted
I Fraxinus latffolia . 10regon ash
Wetland
I Physocarpus capitatus . I Nine*bark
ISymphoricarpos a'bus ISnowberry
IAchillea millefolium L. var. Iwestern Yarrow
occidentalis
IAsclepias speciosa IShowy milkweed
IBrodiaea elegans IElega-nt brodiaea
IClarkia amoena IFarewell to spring
Upland Prairie I Danthomia califorriica ICalifornia,oatgrass
I Festuca romerii I Romer's fescue
I Fr?garia virginiana IBr9adpetal'strawberry
ILupinus polyphyllus ILa:rg~-leaf lupine
ISidalcea virgata, S. campestrislRose checkermallow, Meadow
. sidalcea
IAcer circinatum IVine,maple Shr_ub
IAcer macrophyllum I Big-leaf maple Tree
IBerberis aqulfolia ITall Oregon grape Shrub
ICalocedrus decurrens- Jln.cense cedar Tree
ICornus nuttallii I Pacific dogwood ITree . i
ICorylus cornuta ICalifornia hazelnut ITree ,
jPinu,:; Ponderosa IWillamette Valley Ponderosa pine ~Tree I
jPolystichummunitum ISword fern jFern I
!Pseudotsuga menziesii jDouglas fir ITree I
IRosa nutkana (Nootka rose nat... Rpcp,hfA(5.hrub
IRosa pisocarpa ICluster flowerecf rose rShrub I
IRubus parviflora IThimbleberry " _ IShrub I
ISalixlucida Wacific willow JUN I ( 2~G9 IShrub I
J Salix sitchehsis I Sitka willow I Shrub I
ISyrnphoricarpos,albus IsnOWb~~;ft..1 ~..h'1littfll IShrub L
Scientific, name
Emergent
Wetland
Riparian
Type
Grass
!Forb
!Forb
!Forb
IGrass
IForb
!Forb
!Forb
IForb
IGrass
IGrass
!Forb
IGrass
IGrass
IShrub
IShrub
ITree
IShrub
IShrub
ITree
IShrub
ITree
IShrub
ITree
IShrub
IShrub
ISedge
IShrub
ITree
IShrub
IShrub I
IForb I
!Forb 1
!Forb /
!Forb ,
IGrass I
IGrass
!Forb
IForb
Forb
Size
Plug
Seed 'I
,Seed I
Seed
Plug.
Seed
Seed
Plug
Plug
Plug
Seed
S~ed
Plug
Plug
1 gai
1 gal
1 gal
1 gai
Cutting
1 gai
1 gal
1 gal
1 gal
Cutting
Cutting
1 ga"
Plug
1 gal
1 gal
1 gal
1 gal
Seed
Seed
Seed
Seed
Seed
Seed
Plug
4in
4in
1 gal I
1 gal, I
1.gal I
.1 gal I
1 gal I
1 gal I
19a1 I
4 in I
1 gai I
1 gal
1 gal I
1 gal I
Cutting I
Cutting I
1 gal I
Quantity (per
acre)
:.1000
;2lbs
2 Ibs
Sibs
',1500
:2lbs
2 Ibs
',1000
,1000
.';500
,101bs
21bs
,500
, 500
4
2
2
3
6
30
,,250
:; 30
250
)1 50
,400
,,250
!r500
, 50
1100
, 50
:100
:5lbs
II
21bs
'2Ibs'
.2lbs
10lbs
Sibs
~1500
::500
;,500
a200
.' 25
,i 100
, 20
25
25
,10
500
~: 40
'200
"200
'200
.1000
.1000
200
Total
Quantity
3600 2' o.c,
7.21N/A
7,21N/A
181N/A
540012' o.c,
7.21N/A
7.21N/A
360012' o,c.
200012' o,c,
100012' o.C.
20lN/A
41N/A
100012' o.C.
100012' o.c.
2015' o.C.
10/8' o.C.
10115' o,c.
15110' o,c.
30 3' o.c.
90 20' o.c.
750 8' o,c.
90120' o,c.
75018' o,c.
15016' o.C.
120013' o.C,
75016' o.C.
160012' o.C,
160115' o.c.
320115' o.C.
160115' o.C,
320115' O.c,
9,5 N/A
Spacing
3.8 N/A
381N/A
3,8JN/A
191N/A
9,5 N/A
950 4' o.c.
950 4' o,c.
950 4' o.C.
4680 8' o.C.
585 20' o.C.
2340 8' o,c.
468 30' o.c.
585115' o,c,
585115' o.c.
234/50' o.c.
1170012' o.c,
936120"0.c.
468018' o,c,
468018' o.c.
468018' o.C.
2340012'o,c,
2340012' o.c.
468018' o,c,
.. .
/.
,
Rt:Ci::IVE'U" ;~" "
vCr' l. /J
MAINOHlU
1570 MOHAWK BLVD, . SPRINGFIELD, OR 97477
P.O, BOX 931 . SPRINGFIELD, OR 97477 '
PHONE: 541.741.1981
FAX: 541.741.0619
FaRD-NESS-F ASSBENDER, me.
P.o., Bax 22735.
EUGENE, aREGaN 97402
RE: CITY aF SPRINGFIELD
Loan No..: N/A
Escrow No.: CE05-00223
Enclosed please find the following documents:
o Check No:
, in the amount of
6.
2005 ,i!B:.:..
.~,
'. ."''''~!"''-.
~
~~
g.~~~:~;:~~/:. "
Everdreen
land Title 0 Company
September 8, 2005
o Buyer/Seller final closing statement/HUD
o Escrow instructions 0 Closing 0 Collection
o Title Policy
o AltaExt. Mtg.
o Standard Mtg..
o WarrantylBargain and Sale Deed
o Deed of Trust .
[g] Other: Property Line Adjustment Deed
o ather:
DOwner's
o Purchaser's
Reception No.
Reception No.
Reception No, 2005-069390
Reception No.
8RANCH OFflU
1509 WllLAM'ETTE ST. . EUGENE, OR 97401
P.O BO~ 10211 . EUGENE, OR 97440
PHONE: 541.687.9794
FAX: 541687.0924
The enclosed documents are for your records, If you have any questions, please contact:'our main office
n~ted above. Thank you for this opportunity to service you.
Very truly yours,
Evergreen Land Title Company
Home Office
Title Department
Enclosure(s)
Tt"fU: ~h!':';Uf:')j'-IC~ r.E~;:\.'~C:;~ ~ f..~.Cf'..f)':h' CL":}'~: i .!i .~::
"iJ,i ,J(j(;' Bvsn,i:;:;S, t\-."'t! 1~1;:::7Ej~' ,....,;-c:
;'!~!~'i.r:l_.:'~-:,!: ':~V;:..,:. ~~ <":.\; dt! i j..:..,:.:~; '0
lDate Received:
JUN I 7 2009
Original Submittal
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Division of Chief Depuly,. Cl~rk 2~~~.~G~~9~
Lane Counly Deeds and Reeor s
T\\\I \\\\ \\\\\\\ U\\I\\ \\\\\\1\\\\\\\\\\\\\\\ $86.00
! 113260', 20050~693900130134 09/0112005 03 :01:22 PM
RPR-DEED Cnt:1 Sln:5' CASHIER 04
$65,00 $11.00 $10.00 '
Taxing Address: No change from current ?ddress
,,~ <1/, ~lJ
'Cl..\ . 4-1 (I ( ,.,,-
(' .<:,::", S' - :7- I}?)
PROPERTY LINE ADJUSTMENT DEED
,Afler recording, return to
Ford-Ness~Fassbender. rnc
P 0: 80x 22735
Eugene, OR 97402
The parties to this transfer are CITY OF SPRINGFIELD, an incorporated City in
the County of lane, State of Oregon hereinafter referred to as "CITY'" and McKENZIE
FOREST PRODUCTS, llCI a Delaware limited liability company, hereinafter referred to
as "McKENZIE".
This Property Line Adjustment Deed is intended to adjust the bounqary line between
Parcel "A" and Parcel "8" as created in City of Springfield Partition No 1181 as surveyed
in that survey filed at the lane Cdunty Surveyor's Office under No. 27718 Parcel "A" as
so created was later adjusted by Journal 90-07-123, that survey filed at the Lane County
Surveyor's Office under No. 29554 and that deed recorded April 28, 1998 Reception No.
9831300
"CITY" and "McKENZIE" wish to adjust their common property line in compliance
with City of Springfield Land Use regulations and the provisions of Of'tS 92.190(4). A
survey of the adjusted property line, prepared by Ford & Associates will be recorded in the
Lane County Surveyor's Office. In order'to accomplish the property line adjustment,
"McKENZIE" conveys the parcel described in Exhibit "A" to "CITY" (the adjusted line'
consists of the courses line underlined in said Exhibit "A"). The legal descriptions.for the
revised properties are as follows;
CITY OF SPRINGFIELD -.Exhibit "8"
The underlined courses comprise the adjusted common property line
McKENZIE FOREST PRODUCTS, INC. - Exhibit "C"
The underlined courses comprise the adjusted common property line
,
I J TI {,'t)(i, eJ:..;.'
I I
The true consideration for this conveyance is
DATED this iJ31 ?bC";/
I I
"
Lot LIne Adjustment Deed - 1
pate Received:
JUN 1 7 2009
Original Submittal
'I
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CIT'
\
by: '.
McKENZIE FO~-PRODUCTS, C
&, ytl~J<"'" 1})f;o(,/i Cb, ,.a""., ~uV--
by. ' ....._ 'L.. u_ .
,/' ,<.- - 'If} ,
\.lSiliciJ /t!V't-II.G~~"', .),tG>lOtJit'r
STATE OF OREGON ) I. .
)ss
County ofLane ) ,
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..~";S-.-;;c""'..;,.-..: -,-, .-. -:. -_ ~~
:'~:. ~ l?FFICIAL SEAL \~
~;~$..\"~ ;..;,MY III SOWA 'J"
I ~;ji;.~.~ '.1~ . ,"' .~. . L.: .,
~~,:~: I'IU'",,,\ CUHllG, OREGON I,
,~,,\ / COMMISSION NO 352109 I)
M~ ~~~s;O~ff~~ ~~}~ ~
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APPIWV€:D FOR R.: C.oRDING:
n ;:; dJ.f' I
.Nr.~"",,.y/'7A~ Ji 8/30/05'
p€/'JN/S P, ERI'I5r - CITY SUR.v.eYe>R. DATS
/'
/'
On flt0jLlsJ 3/, J.C05' ,before me, a Notary Public in and ~or said County
and State, perselnally appeared 1-1 J C!'1Cl e I A, K e.1l i( .aRd- II
personally known to me to be the ""C,h-jl..1CtHCulf . amf
the- of City of Springfield to be thi! person(s) who
executed this instrument on behalf of the City of Springfield, Oregon Ii
l1
, WITNESS my hand and official seal
U'f')UI_ (.7) Ant! (1.._
Notary publlc;\ for the State of Oregon
. My Commission Expires: 11-;j;).,;J, oOS:
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County of Lane ) . Ii .
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On _' ,+ JI, 2--<'V.'; ,before me, a N.3tary Public in and :ror said County
and State, personally appeared SiblJ:,,'tJ /.l . )<:1 1.6< ,a", and Ii
person~lIy known to me to be the fJlI..~' i')~",,-,' OP ""~".,,,z.,t llelc!,,"'; 6;, j",~
~e.. :::'0HI0,,,,.tfc.e-.,- of McKenzie Forest Prgducts, LLC to
be the person(s) who executed this instrument on behalf of the McKenzie Forest
Products, Inc. . Ii
STATE OF OREGON
)
)ss
WITNESS my hand and official seal
./. ,;
. .-" x;f' (- '.d ~.
( .,1?/~~? L-.c-;-
Notaryl'ubli~r the State of/Oregon
/ .
. My Commi~sion Expires: .J -''7 -?c~ (,:l
r
"",........__....~.........-.....
. QFFICIAL SEALli
TONY CURCIO
i'IOTAP.'i PIJ81.JC. OA'EGON
CC!~~~,II.$-:-m)tJ NO ~~r5644
M'" On~'!l>.iJ;';:JI~J,:::IPIJ!i[;!S MA~~H 19, 200S
"
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Lot Line ~uslment Deed. 2
Ii uate Received:
Ii '
JUN 1 7 2009
Original Submittal
Ii
II
.1
EXHIBIT "A" Ii
I JobNo.352.19
I February 9, 2004
II,
DESCRIPTION OF TRAct TO BE CONVEYED TO CITY OF SPRINGFIELD BY McKENZIE
. FOREST PRODUCTS
43.cr.t Acres
The underlined courses comprise the adjusted property line between City of Springfirld,and McKenzie
. Forest Products I!
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Beginning at the stone marking the re~entr"nt corner of the Isaac Briggs Donation Land, Claim No. 39,
Township 18 South, Range 3 West of the Willamette Meridian; thence, North 89050'40" West 1370.49
feet along the south line of said Claim to the TRUE POINT OF BEGINNING, being m'arked by an iron
pin set on the east line of that easement granted the United States of America by instru~ent recorded July
i5, 1960, Reception No, 4706, being a line parallel with and 30.00 feet easterly of the ~enterline described
in said instrument; thence, North 89'50'40" West 1503.47 feet continuing along said claim line to the
southeast corner of Parcel "B" of Springfield Partition No.1 I 81(being that traCt conve'jed to the City of
Springfield in that Quitclaim Deed recorded December 24, ,1985, Reel 1381 R, Instrument No.8546055);
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thence, North 1 9023' I 9'~ East 876.49 feet along the east line of said Parcel "B" toa fe~ce post marking an
angle point therein; thence, North 740 I 6'0 1" West 25 I .96 feet continuing along said e~st line to a fence
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post marking an angle point therein; thence, North 34'35'59" West 70,86 feet continuing along said east
line to a fence post set therein; thence, North 72054'18" West 275,67 feet continuing along said east line
to a fence post set therein; thence, North 85025'36" West 286.73 feet continuing along:,said east line to a
fence post set therein; thence, North 76026'59" West 510.99 feet continuing aiong sai5l east line to a
fence post set therein; thence, North 57056'20" West 43 1.13 feet continuing along said east line to a fence
post set therein; thence, North 73'56'54" West 149.84 feet continuing along said east !ine to a fence post
set therein; thence, North 77023' 16" West 163.60 feet continuing along said east line \9 a fence post set'
therein; thence, North 760 I I '42" West 90.94 feet continuing along said east line to a "P.K." nail set
therein; thence, North 13036' I 6" East 77.70 feet continuing along.the west line of Parbel "A" of said
Partition to a reinforcing rod marking an angle point in the east line of said Parcel "B":~and the west lineof
Parcel "A"; thence, North I I 002'45" East 94.44 feet continuing along said common Iihe to a point on the
south right of way line of the Union Pacific Railroad right of way (said,point being So~th 78057' I 5" East
3.00 feet from, a reinforcing rod set in that survey filed at the office of the Lane CountY Surveyor under
Survey No. 277 I 8); thence, South 78 0 5 7' IS" East 677 .34 feet along said south right of way line, (being
the north line of said P"r~e\ "A") to a reinforcing rod set in said Survey No, 27718;'th~nce, South
11002'45" West 15.00 feet continuing along said south right of way line to a point; thence, South
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78057' 15"East 1478.2 i feet continuing along said right of way line to point marked by a reinforcing rod;
thence. South 11038'02" West 209.66 feel to a point marked by a reinforcing rod; thence, South
0025' 52" East 138.31 feet to a point marked by a reinforcing rod; thence, South 75044'5\" East 186,87
feet to a point marked by a reinforcing rod; thence, South 69020'22" East 575.54 feet to a point marked by
a reinforcing rod; thence. South 78015'46" Eas152.53 feel to a point marked by a reinforcing rod; thence,
South 68019'03" East 68.32 feet to a point marked by a reinforcing rod; thence, Southi67028'09" Easl
74.42 fee! to a point marked by a reinforcing rod; thence, South -78022'51" East 33.3iifeetto a point
marked by a reinforcing rod; thence, North 84029' 54" East 43.80 feet, to a point mark~d by .-reinforcing
rod; thence, South 74003' 33" East 24 1.64 feet to a point marked by a reinforcing rod;1:thence, South
75045'50" East 99.32 feet to a point marked.by a reinforcing rod; thence., North 89051'50" EaS170.73 feet
to a point marked by a reinforcing rod; thence, South 86038'41" East 23.93 feel to a p,?int marked by a
reinforcing rod; thence, South 76027' I 5" East 470.30 feet io a point marked by a reinfo'rcing rod; thence,
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Lot:Une Adjustment Deed ~ 3
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South 73 002'56" East 480.75 feetto a point marked by a reinforcing rod; thence, South 71 041.'.59" B~.,t
195.50 feet to a point marked by a reinforcing rod; thence, South 65004'28" East 36.66 feet to a point
marked by a reinforcing rod; thence, North 28046'07" East 44.82 feet to a point marked by a reinforcing
rod; thence, North 83012']7" East 82.99 feet to a point marked by a reinforcing rod; thence, North
6]026'58" East 226.69 feet to a point marked by a reinforcing rod; thence, North 73050'43" East 307.72
feet to'a point marked by a reinforcing rod; thence, South 80028'02" East 213.48 feet to .ireinforcing rod
set in drat survey filed at the office of the Lane CountY Surveyor under No 27395 on the hortherly line of
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the Truck Road; thence, South 82026'04" East 396.44 feet to' a reinforcing rod set in said Survey No.
2 7395; thence, South 66034 '39" East 41.55 feet to a reinforcing rod marking the most ea~terly northeast
comer.of said Parcel "A"; thence, South 0002' i 5" West 65.1 I feet a point on the north b~nk of the Mill
Race as surveyed and monumented in that survey filed at the Lane County Surveyor undeINo, 29705;
thence, North 54025'42" West 62.03 feet aiong said north bank to a reinforcing rod set irl'!said Survey No.
29705; thence, North 86001' il" West 192.19 feet continuing along said north bank to a r!~inforcing rod
set in said Survey No. 29705; thence, North 85046'28" West 390.98 feet continuing along said north bank
to a reinforcing rod set in said Survey No 29705; thence, South 73050'43" West 283.35 feet continuing
along said north bank to a reinforcing rod set in said Survey No. 29705; thence, South 63f26'58" West
242.91 feet continuing along said north bank to a reinforcing rod set in said Survey No. 29701; thence,
North 86012' 17" West 136.05 feet continuing along said north bank to the northwest cor~er of that
portion of the Mill Race conveyed to the City of Springfield in that deed recorded Decenjber 24, 1985,
Reel No. \381 R, Instrument No. 8546055, Official Records of Lane County, Oregon on ihe east line of the
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vehicuiar bridge giving access over said Mill Race to Springfield Quany Rock Products,i'lnc.; thence,
South 41 045'57" West 16,29 feet to a point; thence, North 58049'30" West 42.36 feet aiitng the northerly
bank ofthe Mill Race to a point on the west line of said Bridge; thence, South 25055'\3'; West 69.55 feet
to a point on the southerly bank of the Mill Race; thence, North 71019'23" West 241.1 0 feet along the
soudlerly bank ofthe Mill Race to a point; thence, North 0016'20 East 31.84 feet to a point on the
centerline of the Mill Race; thence, North 72058'40" West 544.34 feet along said centerline to a point
bearing North 89050'40" West 868.63 feet and North 0030'20" East 339.81 feet from s~jd re-entrant
corner; thence, South 0030'20" West 75.82 feet to a point on the south bank of the Mill Race; thence,
N0I1hwesterly along said s04th bank to a point on the east line of the above referenced 4sement granted
the United States; thence, South 22 0 31 '24" West 80 feet, more or less, along the east lin~ of said easement
to a reinforcing rod set therein; thence, South 22031 '24" West] 34.96 feet along said easement granted
the United States to a reinforcing rod set opposite centerline station 243+00.9 Bk. ~ 243,+00 Ah,; thence,
South 18035'30" West 114.27 feet to the true point of beginning in Lane County, Orego']"
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EXAMPLE "B"
Job No. 352.19
February 9, 2004
, DESCRIPTION OF ADJUSTED CITY OF SPRINGFIELD TRACT'
119.1,. Acres
The underlined courses comprise the adjusted property line between City of Springfield and McKenzie
Forest Products il
Beginning atthe stone marking the re-entrant comer of the Isaac Briggs Donati~n Land'I;Claim No. 39,
Township 18 South, Range 3 West of the Willamette Meridian; thence, North 89050'40" West 1370.49
feet along the south line of said Claim to the TRUE POINT OF BEGINNING, being m4rked.by an iron
. pin set on the east line of that easement granted the United States of America by instrument recorded July
15, i960, Reception No. 4706, being a line parallelwith and 30.00 feet easterly of the c~nterliQe described
in said instrument; thence, North 89050'40" West 246752 feet along said Claim line to:the west
southwest corner of s'aid Claim No. 39 being an angie point in the south line of Parcel "13" o{Springfield
Partition No, i 181(being that tract conveyed to tlie City of Springfield in that Quitclaim Deed recorded
December 24, 1985, Reel1381R, Instrument No.8546055); thence, North 0004'06" We'~t 244.20 feet to a
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point; thence, North 63008'04" West 410.07 feet to a point; thence; West 69.69 feet to ~ point; thence,
South 15.50 feet to a point; thence, East 34.20 feet to a point; thence, South 60033 '29" East 414.93 feet to
a point; thence, South 0002'41" East 250,00 feet to a point; thence, South 89055'17" dst 40,00 feet to a
. point on the east line of the Elias Briggs Donation Land Claim No. 67 in said Townshi~ and Range;
thence, following said east line South 0004'43" West 6r06 feet to the easterly northeait corner of the
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Amended Plat of Willamette Heights, as platted and recorded in Book 4, page 78, Lane}County, Oregon
Plat Records; thence, following the northerly line of said plat South 89058'02" West 437.20 feet to a
point; thence, South 89059'30" West +28,10 feet along the south line of Block 6 of said plat to a point;
thence, North 52009' 12" West 230.58 feet along the southwest line of said Block 6 and along the
southwest line of the vacated Laurel Street to a point on the south line of Block 5 of sai~ plat; thence,
South 89059'30" West 11!.I8 feet to the southwest corner of Lot 15, Block 5 of said plat; thence, North
0010'48" East along the west line of said Lot 15 and along the west line of Lot 3 of said Block 5, 35400 '
feet to a point on the north line of said plat; thence, North 89059'30" East 0.42 feet alohg said north line
to a point; thence, North 1043'35" West 158,61 feet to a point; thence, North 16045' 00" East 269,00 feet
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to a point; thence, North 73004'34" West 1137.44 feet along the southerly line of the McCandless .
Addition to Springfield, as platted and recorded iii Book 2, page 39, Lane County, Ore~on Plat Records, to
a point; thence, North 0009'48" East 123.26 feet to a point; thence, North 89056'54" East 114.00 feet to a
point; thence, North 7024'45" West 178.98 feet to a point; thence. North 41046'26" viest 12250 feet to a
point; thence, North 28002'38" West 163,96 feet to a point;thence, North 64027'26"'West 71.09 feet to a
point on the east line of South 4"'. Street, Springfield, Oregon, being,30,OO feet from sa'id street center
when measured at right angles thereto; thence, North 0009'48" East along the said easl'line of South 4"',
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Street 126.10 feet to a point on the southerly right of way line of ti,e Union Pacific Rai,!road Company
(formerly Southern Pacific Railroad Company); thence, following said right of way iine on a curve to the
right having a radius of 187791 feet, an arc length of319, 13 feet by a long chord that bears North
86041 '37" East 3 18.75 feet to a point on a curve; thence, continuing on a curve to the fight having a
radius of 187791 feet, an arc length of 105.13 feet by a long chord that bears South 8~i 47' 4 I" East
105.13 feet to a point; thence, South 73035'52" East 147.92 feet to a point that is 60.00 feet distant from
the center of the mainline tract of the Southern Pacific Company, when measured at ri~ht angles thereto;
thence, South 78056'55" East 754.39 feet to a point; thence, leaving said southerly right ofway'line South
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11003'08" West 94.49 feet to a point; thence. North 72'45'56" West 167.99 feet to a point; thence. North
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JUN 1 7 2CG9
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76023 '49" West 69.51 feet to a POilit; thence, NOlth 12057'59" East 18.56 feet to a point; thence, North
76040'04" West i38.38 feet to a point; thence, South 13047'26" West 10000 feet to a p6int; thence,
South 76012'39" East 108.54 feet to a point; thence, North 13033'26" East 2.59 feet to al'point; thence,
SOlltl1 76026'34" Easi 50,00 feet.to a point; thence, North 13 033'26" East 643 feet to a ~oint; thence,
South 76026'34" East 27.07 feet to a point; thence, South 54055'04" East 41.23 feetto a!~point; thence,
South 76026'34" East 152.1 0 feet to a point; thence, North 13 036' 16" East 77 .70 feet along the west line
of Parcel "A" of City of Springfield Partition No. J 18 I to' a reinforcing rod marking an a\lgle point in the
east line of Parcel "B" and the west line of Parcel "A" thereof; thence, North 11002'45" East 94.44 feet
continuin'g along said common line to a point on the south right of way line of the Union!iPacific Railroad
right of way (said point being South 78057' 15" East 3,00 feet from a reinforcing rod set ),n that survey
filed at the office of the Lane County Surveyor under Survey No. 27718); thence, South 78057' 15" East.
677.34 feet along said south rightof way, line (being the north line ofsaid Parcel "A") to~[a reinforcing rod
set in said Survey No. 277i 8; thence, South Ii 002'45" West 15.00 feet continuing along', said south right
of way line to a point; thence, South 78057' 15" East 1478.21 feet continuing along said tight of way line
to point marked by a reinforcing rod; thence. South i.1 038'02" West 209.66 feetto a po\,nt marked by a
reinforcing rod; thence, So lith 0025'52" East 138.31 feet to a point marked by a reinforcing rod; thence,
SOllth 75044'5 i "East 186.87 feet to a point marked by a reinforcing rod; thence, SOllth 69020'22" Ea't
575.54 feet to a point marked by a reinforcing rod; thence, South 78015'46" East 52.53 feet to a point
marked by a reinforcing rod; thence, .Sollth 68' 19'03" East 68.32 feet to a point marked by a reinforcing
rod; thence. SOllth 67'28'09" East 74.42 feet to a point marked by a reinforcing rod; the~ce, SOllth
]8'22' 51" East 33.32 feet to a poim marked by a reinforcing rod; thence. North 84029'54" East 43.80 feet
to a point marked by a reinforcing rod; thence, South 74 '03'33" East 241.64 feet to a p~!nt marked by a
reinforcing rod; thence. South 75045'50" East 99.32 feello a point marked by a reinforcing rod; thence,
, North 89051 '50" East 70.73 feet to a point marked by a reinforcing rod; thence. South 86038'41" East
23.93 feet to a point marked by a reinforcing rod; thence, South 76027' I 5" East 470.30 feet to a point
marked by a reinforcing rod; thence. South 73002'56" East 480.75 feet to a point mark~d by a reinforcing
rod; thence, Sollth 71047'59" East 195.50,feet to a point marked by a reinforcing rod; tnence, SOllth
65004'28" East 36.66 feet to a point marked by a reinforcing rod; thence, North 28046'07" E>st 44.82 feet
to a point marked by a reinforcing rod; thence, NOtth 83012' 17" East 82.99 feet to a point marked by a
reinforcing rod; thence, North 63026'58" East 226.69 feet to a point marked by a reinfofcing rod; thence,
North 73050'43" East 307.72 feet to a point marked by a reinforcing rod; thence. South 80'28'02" EaSt
,213.48 feet to a reinforcing rod set in that survey filed at the office of the Lane County qurveyor lInder
No. 27395 on the northerly line of the Truck Road; thence South 82026'04" East 196.44 feet to a
reinforcing rod set in said Survey No. 27395; thence, SOllth 66034'39" East 41 ,55 feet t6 a reinforcing rod
marking the most easterly northeast comer of said Parcel "A"; thence, South 0002'1 S" West 65.11 feet a
point on the north bank ofrhe Mill Race as surveyed and monumented in that sllrvey fiI~d at the Lane
County Surveyor underNo, 2970S; thence, North 5402S'42': West 62.03 feet along saidinorth bank to a
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reinforcing rod set in said Survey No. 29705; thence, North 86001 '1 i" West 192:19 fee\ continuing along
said north bank to a reinforcing rod set in said SlIrvey No, 29705; thence, North 85046'~8" West 390.98
feet continlling along said north bank to a reinforcing rod set in said Survey No, 29705; 'thence, South
73 050;43" West 283.35 feet continuing along said north bank to a reinforcing rod set iniisaid Survey No,
29705; thence. South 63 026'S8" West 242.91 feet continuing along said north bank to d!reinforcing rod
set in said Survey No. 29705; thence, North 86012'17" West 136.0S feet continuing alo~g said north bank
to the northwest corner of that portion of the Mill Race conveyed to the City of Springfield in that deed
recorded December 24, 1985, Reel No. 1381 R, Instrument No, 8546055, Official Recor~s of Lane County,
Oregon on the east line of the vehicular bridge giving access over said Mill Race to Springfield Quarry
Rock Products, [nc; thence, South 41 '45'57" West 16.29 feet to a point: thence, North 58049'30" West
42.36 feet along the northerly bank of the Mill Race to a point on the west line of said Bridge; tbence,
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Lot Line Adjustment Deed - 6
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South 25055'}3" West 69.55 feet to a point on the southerly bank of the Mill Race; theAce, North
7i 0 19'23" West 241.10 feet along the southerly bank of the Mill Race to a point; then4, North 0016'20
East 31.84 feet to a point on the centerline ofthe Mill Race; thence, North 72058'40" West 544.34 feet
along said centerline to a point bearing North 89050'40" West 868.63 feet and North '01:30'20" East
339,81 feet from said re-entrant comer; thence, South 0030'20" West 75.82 feet to a point on tbe south
bank of the Mill Race; thence, Northwesterly along said south bank to a point on the ea~tline of the above
referenced easement granted the United States; thence, South 22031 '24" West 80 feet, ~ore or less, along
the east line of said easement to a reinforcing rod set therein; thence, South 22031 '24" West 134.96 feet
along said easement granted the United States to a reinforcing rod set opposite centerline station
243+00.9 Bk. = 243+00 Ah.; thence, South 18035'30" West 11427 feet to the true poi~t of beginning in
Lane County, Oregon.
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Date Received:
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Original Submittal
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Ii Job No. 352.19
iFebruary 9, 2004
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DESCRlPTION OF ADJUSTED McKENZIE FOREST PRODUCTS TRACT
33.2foAcres Ii
The underlined courses comprise the adjusted property line between City of Springfield and McKenzie
. 'Forest Products i
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Beginning at the ,tone marking the re-entrant corner of the Isaac Briggs Donation Land 91aim No, 39,
Township i 8 South, Range 3 We,t of the Willamette Meridian; thence, North 89'50'40"IIWest 2873.96
feet along the south line of said Claim to feet continuing along said claim line to the sou\peast corner of
Parcel "B" of Springfield Partition No. 118 i (being that tract conveyed to the City of Springfield in that
Quitclaim Deed recorded December 24, 1985, Reel 138iR, InstrumentNo.8546055); thdhce, North
19'23' i 9" Ea,t 876.49 feet along the east line of said Parcel "B" to a fence post markind an angie point
therein; thence, North 74' 16'01" West 251.96 feet continuing along said east line to a fehce post marking
an angle point therein; thence, North 34' 35'59" West 70.86 feet continuing along said e~'t line to a fence
post set thereil); thence, North 72 '54' 18" West 275.67 feet continuing along ,aid ea,t Iid~ to a fence po,t
set therein; thence, North 85'25'36" West 286.73 feet continuing along said east line to ~ fencepost set
therein; thence, North 76'26'59" West 510.99 feet continuing along said east line to a f~nce post set
therein; thence, North 57'56'20" West 431.13 feet continuing along said east line to a fdnce post set
therein; thence, North 73056'54"West 149.84 feet continuing along said east line to a fdnce post set
therein; thence, North 77'23' 16" West 163.60 feet continuing along said east line to a fe'nce post set
therein; thence, North 76']] '42".West 90.94 feet continuing along said east line to a lea'll plug set therein;
thence. North 13 036' 16".East 77.70 feet continuing along the west line of Parcel "A" or'~aid Partition to a
reinforcing rod marking an angle point in the east line df said Parcel "B" and the west Ii~e of Parcel "A";
thence, North II '02'45" East 94.44 feet continuing along said common line to a point 0'1, the south right
of way line of the Union Pacific Railroad right of way (said point being South 78'57'15:i East 3.00 feet
from a reinforcing rod set in that survey filed at the office of the Lane County Surveyor ~nder Survey No.
27718); thence, South 78057'15" East 677.34 feet along said south right of way line (being the north line
of said Parcel "A") to a reinforcing rod set in said Survey No. 27718; thence, South 11002'45" West
15,00 feet continuing alOlig said south right of way line to a point; thence, South 78'57'i5". East i478.21
feet continuing along said right of way line to a reinforcing rod marking the TRtJE POri;JT OF
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BEGINNING; thence. South t ] 038'02" West 209.66 feet to a point marked by a reinforCing rod; thence,
South 0'25'52" East 138,3] feet to a point marked by a reinforcing rod; thence, South 7'5044'51" East
i 86.87 feet to a point marked by a reinforcing rod; thence. South 69'20'22" East 575.54 feet to a point
marked by a reinforcing rod; thence, South 78'15'46" East 52.53 feet to a point marked]by a reinforcing
rod; thence, South 68' t9'03" East 68.32 feer to a point marked by areinforcing rod; th~:nce, South
67"28'09" East 74.42 feet to a point marked by a reinforcing rod; thence, South 78'77.'51" East 331:' feet
to a point marked by a reinforcing rod; thence, North 84 '29'54" East 43.80 feet to a pOint marl<ed by a
,reinforcing rod; thence, South 74 '03 '33" East 241.64 feet to a point marked by a reinfolcing rod; thence,
South 75'45'50" East 99.32 feet to a point marked by a reinforcing rod; thence, North 89'51'50" East
70.73 feet to a point marked by a reinforcing rod; thence South 86038'41" East 23.93 feet to a point
marked by a reinforcing rod; thence, South 76'27' 15" East 470.30 feet to a pointmarke:d by a reinforcing
rod; thence, South 73002'56" East 480.75 fee! to a point marked by a reinforcing rod; tllence, South
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71047'59" East ]95.50 feetto a point marked by a reinforcing rod; thence, South 65004'28" East36.66
feet to a point marked by a reinforcing rod; thence, North 28046'07" East 44.82 feet to:a point marked by
a reinforcing rod; thence, North, 830 12']7" East 82.99 feet to a point marked by a reinf6rcing rod; thence,
North 63026'58" East 226.69 feet to a point marked by a reinforcing rod; thence, North'! 73050'43" East
.307.72 feet to a point marked by areinforcing rod; thence; South 80028'02" East 2 i 3.48 feet to a
reinforcing rod set in that survey filed at the office of the Lane County Surveyor under No. 27395 on the
northerly line of the Truck Road; thence, North 4053 '07" East 250.62 feet to a point (b~ing referenced on
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the ground by a reinforcing rod bearing N87"34'02" West 4.98 feet) on the south right of way line of
Union Pacific Railroad right of way; thence, along the arc of a curve to the right having a radius of
] \559.19 feet to a point bearing North 810 32'07"West ] 041.10 feet from the last described point;
thence, North 78057' is'' West i6]0.19 feet along said south right of way line to a point; thence, North
71 049'45" West 201.92 feet continuing along said right of way line to a point; tllence, North 78057' IS"
West 539.79 feet to the true point of beginning in Springfield, Lane County, Oregon. '
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Date Received:
JUN 1 7 2009
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Origih," al Submittal_._.
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Lot Line Adjustment Deed - 9
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Date Regeived:
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Original Submittal
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NAIlC"'ATIYE,
tHIS PROPERTY UNE ADJUSTMENT SURIIFY IS SeNG COMPLETro AT THE REQUEST
OF THE CITY OF SPRINGflEUJ AND MeKfNZlf. roREST PRODUCTS 'M-IO MSH TO AP-
JUST THE COMMON PROPERTY LINE THETlt'O EN71T/ES SHARE. THAT PROPERTY
LINE IS THE COUMON UNE 8ET'ltEOI PARCEl. A AND B OF CITY OF SPRINGAEJ.D
MINOR PARTlnON 11181. THE PROPERrrCURRENTl. Y OM/ED BY Clrr OF SPRING-
FlEW WAS DONA 1EO TO THE CITY BY GEORGIA PACIFIC CORPORA TlON BY DEED
RECORDED DECEMBER 2-#, 1985 REa 1J81R. INST. 8546055. THE REMAINDER
OF THE GEORGIA PACIFIC CORPGRA710N PROPERTY INCLUDED WITHIN SAID PART1110N
LESSPROPE:RTY CON\.Ofll TO OTHERS. AS PART OF PREWOUSLY ACCOMPUSHfJ)
PROPERTY UHf. AD.AJSTMENrs 1$ CURRENT!. YaWED 8Y MeKENlJE FOREST PRO-
DUCrs.
THE PARTfES iNVOLI<fD IN THIS PROPeRTY UHE ADJUSTMENT HAVE: AGREED TO'
ADJUST THEIR CURRtNT COMMON UNf. TO 1/-IA TUNE /NOICA 1fD HEREON. 1/-1/1. T
LINE HAS BEEN SimA TFD so THA T BUILDING SEmACKS WILL BE MAINTAINED,
REPRrsENTATfVF:S OF 80TH PARTIES NA'.'!: INSPECTED THE AOJUS1CD UHE AND
HA \IE" AGREED ON 1HA T WCA"ON IN THE FIELD.
ZONING: BOOTH Kill Y MIXED use
UGHT MEDIUM INDUSTRIAL
PU8UC LANDS AND OPEN SPAC(S
HEAVY fNDUS1HIAL
UEOIUM OOlSlTY RESIDENtIAL
~
UNAOJUSTlXl AREA WITHIN CITrO; SPRINGFIELD mACT... ...76.':J: ACRES
UcJ(ENZlE FOREST PRODUCTS TO CONVF:Y TO SPRINGFlELD....... ...4J.8:J: ACRES
ADJUSl'ED CITY Of' SPRINGAD..D TRACT....................1/9.9:J: ACRO
EXISTING J.REJ. WJl}-/1N MeXE/WE FORES7 PRDtJUCTS mACT F0t1.0KfNG
. PRIOR ADJUSTMENTS.-....... 76J:J: AO?ES
ADJUSTED UcKENZIE FOREST PRODUCTS mACT..._. .J2.4-M ACRES
AREA IN T.I... 302 (NOT INaUOED IN DTHffi SPRlNGFlEllJ
OR McKENZIE F-oREST PRODUCTS PROPERTY)._..... ................. O.7.flc ACRES
NOTF;: 1HE ARE:A5 ARE" SO LARGE THE AREAS ARE EXPRESSED IN ACRutGE
UNITS INSTEAD OF SOUARE FfIT
NOlTE IIO!EGARCING &ANfT A~Y
e&!UJER L.INE .t EA$EMEI'!T
!ASEMEfff RECORD. Rffi 1162R
INS1". /814:1857 [ac.s) (DOes
fJar U,ATCH UNE LOCATION)
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STAI/Pro tN~_...."..~............_......._............__............ .......... 0
FOUND MONUMENT AS NOTf1)............................m_..... .
RECORD OA TA PER OrrDS OR SUR~yS AS NOTm................... ()x
MEASURED DATA EOUALS RECORD DATA UNLESS 07HERYdSE
NO""
F~OFE~TY L.INE AClJUfi
6+-lEET 1.~OWe ORIGIN.
LINse. ANC AFi='~OXIl"
'''_RENeE&' '
1. CIty OF SPRINGFlEW PARl1T1ON NUMBER H81
2. CONVEYANCE. FROM GEORGlA-PAOAe CORPORATION TO CITY OF
SPRINGF/!J.D DA1U) DfC. 20. 1985 INST. 8546055, REEL J.J8rR
~ c.SF.nJ85 - BIU OMSTAD - APRiL. 1960
4. C.SF.,,4.J5 - Bill fJMSTAD - MAY, 1960
5. c.S.F.r3431 - JOHN LAURILA - MAY. 1964
6. C.$.F.1J74-5 - BIll. EIMSTAD _ NOY. 1964
7. C.S-F.2r206 - LEr PlANTS - JAN.. 1978
a C.S.F.2506J - DAVE" 1HOUPSoN - AUG. 1981
9. C.S.F:25772 - BILL ElMSTAD - SEPT.. 1982
/D. C.s.F:27TBB - 81ll OUSTAD - SEPT. 1985
11. C.S.F.27.J95 - 81LL E1A1STJ.O - "'PRIL 1986
12. C.S.F.27718 - DON ROGERS - PARl1110N StJRYEY
1.3. C.SF.29058 - PAULA NORNtss - OCT.. 1989
14. c.S.F.2917T - PAULA NORNESS. - JAN., 1990
15. c.S.F.29554 - PAULA NORNF:SS - P.I..,I,. - OCT..1990
16. C.5.F.2970l.-29705 - TYLER PARSONS - JAN.. 1991
NO~ THROUCHOIR THE SIJR\
8fN11NGS N-ID DISTANCES IND
(DEED DR SURWY) AND IS It
WITH MEASuRm 8EARINGS AN.
SYS1EJ.f USED HEREON.DlrrD
MENTS MADE IN TliE FIElD n
DEEDS OR SURVF:rS.
At:>JUSoTEt:> "'..OPE",T'T'
l.INE
FOUND R.
N78'S7'IS
0.40' FRe
(So"J2'5.!.
{S81"J2'o7;
m""'S59
{
~1~le1..C CITY
s,ft~?.:J'
=-
AUJIJ;:Ue.u IlfCI'(e.I'I",Ie. /'um:':'1 MfWUt.;I~ ,,,,,,,1,..1,.._ ".l.~.At.:Il"e.~
ARCA ffol r.c... .J02 (NOT 1Na..urJffJ IN DlHEli SPfilNCFlFLD
OR McKENZIE f'ORCST PRODUCTS PROPERTY)...._n ...... non 0.74:1: ACRES
N01E:; T1-;C AREAS ARC SO LARGE 'THE AREAS ARE D<PRESSED IN ACREAGe
UNITS INSTEAD OF" SQUARE FrrT
FOUND S/8" REBAR
W1TH CITY OF SPRING
AElD CAP-8EARS
N78'S7'I5~ 3.00'
FROM THE TRUE CORNER
N01E:: SPUR UNE IS OUTSJDE
FeNCE UNE AND IS NOT USED ..
BY S.F.P. .-Sll'02'45'W 15.00'
. FD.t:>/B" /.ROO,SET {S"'DZ'45'W 15.00] IS
. IN C.S.F.27718 (5f/'OJ'05'W 15.00172
(S.78"56::5: . Q
578"671 '21" 6??JJ 'l) <tJ
, 2 12Jt22 $ 67?J-I- 2 , iT
IV .77'2~~J~ 1497 , ct, ~IGN ~
- ~-!J N7:J"56 54 -(S.78'% . (FORM[J? ~f'Re ~~t
~~'-':; W:J'SS'2S"W) 1 S71J'57'1fj5't 2018.~FRN PA~Fl.ttl4,)o
1.2&-2 "" 3..... -....2&12 -1-782,. '2-'01i'.E'D ~ At4JNl.I.
<S'.>o; S.>....... (I 2018.00' 'N~ ~C/(S)
FOUN~ PO ;:r. .;.':O~>~~?6"'25''''''"W 20966' ,.,
'F'd::/o LEAD 1; ~~.z~.21S1j '.OJ' /2. 12&2_ rouNtJS&~O'f.oW ~ '
PLUG (NO TACK) , .. ...;'p.. ~-_~!!:. ~-r :286.82 (N)2.'.2 "" 79
~ ~~ ...~~ 85.f.1.JJitr 7<:Stf,~1b
,,.., '26t2"(N8S'24'411r,J}s:6'.?~.
/12758-
O~V NJ4-J!j'5tJ-W 70.8~
~ (N34'25'57"W 7080')'2 ~ 2
~~ O~IGINAL F'~OI"E~r.,..
LINE
I:,
<v .Q-
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... 5 I ....?,.-;
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Nl;9"{;9JOE)I:l~ ~---{J4.20')_ - ~~~;.?:>r;:,,:
. NORTH UNE-- "'7E'i\W (J'qJ./.,r ~~J.:it:-
FOUND 1/2" PIPE AA/ENDED PLA~ ~ (11118') ~';;.9~ ~~b'
OF" mu.,A- ~ gd .... 0..., ~. ~ ~ST SOU1HllEST CORNER
FOliNO fl.R. SPIKE' METTE: ~.,: fS89'59:JO W)(250.001f?/ g~/ISAAC B/?/CGS OLe 39
HOGHTS <:::l .... . ~ ~o 00') DID NOT REVISIT
FOUND 5/8" REBAR .... ~ ~/'_ {5 O'02'4'''f)f2\ ~~5'17'r)12 [96..,..05/72
.-:::.. .-q (S89"5y'3p.W)IZ ~"""""n,..::>, ~^
rOUND PK NAIL SWCOR +,?'f;s.';(228.10')/2 ~><-;:~A~
LOT 15.' BLI< o&>. ,:.:s J-; r4J7.20')~:LJ~?12
SPIKE .,.,.~ ./ (SB9"58'OZ-W)12\(S O"04'4rW)12
SII1.y. UNE {;:>4JOR1HERlY UHE E.N.E.. CORNER AMCNDED
BLK. 6 - \ OF THIO AMENDED PLA T OF I't1~Mrrrr:
AM(Nf)ED PLAT j PLAT OF" K-fUJI- HEJGHTS
(NI ,'OJ'087: 94..4fJ')2 ($f ,'DJ'051V 94.50')12 ;NI,'02'4S"E: 94.44' 1.IF:1TE H8GHTS
(N72"45'56~ 167,99')12 Jl 2 N7:J'OZ'411'f /67.95'
(N76"2J'49"'W 69.51?12 & 2 N7S4J'S9"W 69.65'
(NI2'S7'59"~ 18.56')12 &:- 2 Nl$",JS'4S"E 18.~2'
(N7tJ40'04iV- 138.38';",2"& -'2e N76'40'76"W "'38.37'
(SIJ"47'2S.W 100.00')12 ~ 2
(57612'J9"E 108,54')12 &: 2
(NlJ"JJ'2(j"c 7.59)12 &: 2
(S76"2(j'.]4"E 50,00')12 &: ,2
(N1J:JJ'26"E 6:43')12 &:- 2
(576'76'14"E 27.07')12 &: 2
(SS4"S5'04~E 41_23')12 &: 2
(576"26'J4"c 152./0')12 4l 2
NOTE REGAR:OrNGt..eANITA~
eEWER L.INE . EAe.EMEN.T
EASEMENr RECORD. Rffi tl62R
/NST..1814J857 [acsT (DOES
NOT MATCH UNr LOCAtiON) ,
(123.26')12
(N OT)9'48"E)I2
t:lETA\L. et-IOWING
CllMENS10N$ or: TL. 3"2
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'- ~'_'_"'_ -.... ""'"-'C.I'O.;t - r"I'InIlIlUl'l ~UI'n-'e.1
13, C.S.F'.290S8 - PAULA HORNESS - OCT., 1989
14. C.S.F'.29171 - PAULA NORNESS - JAN.. '990
15. C.S.F'.29554 - PAULA NORNESS - P.LA. _ ocr., 1990
16, C.S.F.29701-2970S - TYLER PARSONS _ JAN" 1991
AOJUerEO F'~OF'E~'TY
. LINE
tS7/"9'
(S7"I'~9..:oS."e.ltS
(201.S6) (J'2
?o',9.?' 12____
., (S78".S7'
578' 10"c _
"67'157: -1610..l4'
1610'. J12__
. 19J,s
roUND R.R
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(SSI'.)25$'
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---:~v
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@ S78.,5'46"E S2.5J'
@ 56879'OJ"E 68,32'
~7 567'28'09.C 74.42'
18 S78"22'S'"C 3J,J2'
JI N54"2S'42"W 62.03' CSF2907S...JN54"22'24"Wjl6
.~~ ~~.~.~::~~~:-:;..,~~" ~: .:~::::::~i~:~~;:~~~~~~:~~:!;: ~~~.~.~.
~ N89S"SO"E 70.7J' 35 563'26'58.W 242.9" /S6.J'JO'/6'W 242.911'6
@ S8638'4'"C 23.93' 36 N86i2'Irw 738.05' JN8SU8'59"W 136.051'6
@ 57/'47'S9"E 195.50' 37 541'45'57.'.'1 /6.29'
2S S6SU4'Z8"C 36.66' 38 N58"'9'~0.W 42.~6'
26 N28'4(j'OJ"C 44.82' 39 S2S'SS'tJ'W 69.55'
2 N8J72'17,'E 82_99' 4{1 Nn.,g'23"W 24110'
28 N6J76'S8"E 226,69' 41 N 076'20"E. 31.84'
9 S66".J4'J9'C 4155'
30 S OU2'/S'W 65,11'
O1.L.NE~&:
ORICINAL PAl
McKF:NZlE
. P.O. BOX
SPRfNGFlEL
SITE AOOR.
ORIGINAL PI,)
CITY OF Sl
2555TH.
SPRIHCREL
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I-EGIlNO,
5IT 5/8" X JO. REINFORCING ROO W/1H ORANGE PLASnC CAP
STAMPED "FN~....._..........,.~.........,.............,.......". ......_...._...._ 0
fOUND MONUUENT AS NOTED.............._......................, .............~, ct
RECORD OA TA PrR orras OR SUR\.frs AS NOTED.... ( }x
MEASURED OA TA EOUALS RECORD DA rA UNLESS OTHERWISE
NOnD -
ON
~cm~
,. orr or SPRINGREl.D PAArrnon NUMBER "e1
2. CONVEYANCE fflOM GEORGtA-PAanc CORPORATTON TO CITY OF
SPRINGf/EUJ DATED DEe. 20, r9B5 fNST. 8546055, Rffi IJ8tH
.3. C.S.F.tlJ8S - BiU.. E1MSTAD _ APRIl.., 1960
4. C.S.F.114J!j - BILl. E1usrAD - MAY, r960
5. C.S.1':IJ431 - JOHNLAUR/lA - MAy' 1964
6. C.S.F.IJ7fS - BIll. EJMSTAD - NOv..r9B4
7. C.S.F.21206 - Lff PLANTS - JAN., r978
8. C5.F.2SQ6J - OAIof' THOMPSON - AUG. 198r
9. C.S.F.25772 - BIll. ElMSTAD - SEPT., 1982
ro. C.S.F-27188 - 8lLL ElWSTAD - SEPT. ,9as
11. C.S.F.27J9!5 - Bl/,L ElMSTAD _ APRIL 1966
12. C.S.F.277t8 - DON ROGERS - PARTITION SURI'E"Y
'1J. C.S.F.29058 - PAULA NORNCSS _ OCr., 1989
14. C.S.F.29171 - PAULA NORNESS - .MN.. 1990
15. C.S.F.29SS4 - PAULA NORNC'SS - P.LA. - OCT.,1990
/6. C.S.F.29701-29705 .,. mER PARSONS _ .JAN., 199/
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e.HEET I ~ows OJoi!rGINAL. ANC ACJU&Teo J=!J;ii!OPeJOtTY
L.JNE& ANJ;l AJ=IJ=IfOi!OXlMATE CITY L.lMlTe L..INe -
NOTE:; THROUCHOur me SURVF:Y BRACKETS SURROUNDING
BE"ARINGS ANO 0I5T,wCES INDICATE RECORD INFORMATION
(OCED oR SURVEY) AND IS U$UAU.Y SHOWN IN COMPARrsON
Wlm MeASURED 6E"ARINCS ANO OIsrANCES ON THE BEARING
SYSllM USED HCREON. DtFffRt:NCES ARE OUE TO MtASURE-
/.tENTS MADE IN THE FlElO FROM MONUMENTS CALLED IN
DEEDS OR SURI-DS.
FOUND R.R. SP/I<E 6fAR/NG
N7(r57',Si'f 5.72' AND Sl1'02'4Si'f
0.40' FROM TRUE CORNER FOUND 5/8" REBAR BCARING
(se NB7J4'02"W 4.98' FROM
1J2:5'S'E" TRUE CORNER
{SlJI"J2'07""!: 104-6. 12J/2
(R LC""'O<l110'
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C.snLE NO. "3& U 5':J
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SCALE:
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