HomeMy WebLinkAboutApplication APPLICANT 10/5/2005
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Development Services Department
225 Fifth Street
Springfield, OR 97477
land Division Application, Type II
Subc:IJivisson Tentative:
Pariitoclnl Tentative:
Phone:
fax:
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Property Owner: -5.f.,..~4-~(.\.A.. ~(r'^'"'" ~7".h~ ~v- ~-j~ Phone: 7,11.,.-(.72 I
Company: Fax: ~CI...I'\.~ - c..Jl f:yS. +
Address: I '4~lb M~,,- ~t'L4: I ~r(''J~;~ / O\R. ,,\t'tttt
ASSESSOR'S MAP NO: \1- ()~- '3)- 'il TAX LOT NO{S): ~ ro ~O2- 2,cs
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Property Address: ~ ~ <0 <c Mc;..~ ~u:.t s f~-~ trd,J.. DR- '171.t 1 ~
Size of Property: J, ~ ~ (J Acres ~ Square Feet 0
Proposed Name of Subdivision: Mt~.f;;(l... OktL"-
Description of '\0 &.~.)""~ "'~&. l~c:A l..-t 1'~ 1'2- l'J'..\ lClo~. \c ~ ~ lo~ ~V,
Proposal: ~ ~ J,..u;tw-- j...~",,,,,'\.
Applicant Name:
Company:
Address:
Applicant's R.ep.:
Company:
Address:
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\;A. Avg. lot/Parcel Size: r; t:,lli sf Density: 7. ~ dujacre
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Existing Use:
# of Lots/Parcels:
Zoning:
Applicable Refinement Plan:
location: City limits D
Associated Applications:
Overlay District:
Plan Designation:
Urban Growth Boundary D
Pre-Subm Dttal
Case No.:
Case No.:
Application fee:
Date:
Postage Fee:
Reviewed by:
ID /1)(;:"/0 \' (initials)
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Reviewed by:
(initials)
Total Fee:
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Steps in the Process:
1. The Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory but there is no additional revievy fee for this
service. The submittal package must conform to the application completeness checklist
attached to this form. You are required to submit 7 copies of the submittal requirements
packet for pre-submittal review. Pre-submittal meetings will be conducted every Tuesday
and Friday between 10:00 am and noon. We will strive to conduct the Pre-Submittal meeting
within five to seven working days of receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal meeting.
The meeting will be held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division. The meeting will be scheduled for 30 to 60 minutes. The Planner wiJ/ provide you
with a Pre-Submittal Checklist at the end of the meeting specifying the items required to
make the application complete-if it isn't already complete. You will then have 180 days to
make the application complete for submittal and acceptance by the City.
3. Applicant Submits a Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18
copies of the complete application to the City. A fee will be collected at that time and the 120
day calendar review period will begin. When the Planner has prepared a draft land use
decision, the draft will be mailed/faxed to the applicant/owner/design team for their review.
At the applicant's request, the planner will schedule a meeting to review the draft with
appropriate staff if certain issues need resolution before\he final land use decision is issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meeting and subsequent
complete application submittal. Owner's signatures are required at both stages in the application
process. An application without the Owner's signature will not be accepted.
The undersigned acknowledges that the information in this application is correct and accurate for
scheduling of the Pre-Submittal Meeting.
Owner: A .Jl~1~~.J..___ ~r ;((JIl~ Date: '{'-"3G ,....o~
Sign tun! ,.,-, I ...k .' JJ.
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Print
*'
I represent this application to be complete for submittal to the City. Consistent with the
completeness check performed on this application at the Pre-Submittal Meeting, I affirm the
information identified by the City as necessary for processing the application is provided herein
or the information will not be provided if not otherwise contained within the submittal, and the
City may begin processing the application with the information as submitted. This statement
v
serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete
application
Owner:
Date:
Signature
Print
~
Land Division Submittal Requirements Checklist
*If you feel an item does not apply, please state the reason why and attach the explanation to
this' form.
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Application fee-refer to the Development Code Fee Schedule for the appropr:iate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. The application fee and current postage fee is collected at the time of
complete application submittal.
Copy of the deed and a preliminary title report-one copy issued within the past 30
days documenting ownership and listing all encumbrances. If the applicant is not the
property owner, written permission from the property owner is required.
One additional copy of the Land Division Plan reduced to 81/2"x 11", which will be
mailed as part of the required neighboring property notification packet.
Right-of-Way Approach Permit application must be provided where the property has
frontage on an Oregon Department of Transportation (ODOT) facility.
Stormwater Management System Study-four copies of the study with the completed
Storm water Scoping Sheet attached. The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Traffic Impact Study-four copies of a study prepared by a Traffic Engineer in accordance
with SDC Section 32.020(1)(c). Traffic Impact Studies (TIA) allow the City to analyze and
evaluate the traffic impacts and mitigation of a development on the City's transportation
system. In general, a TIA must explain how the traffic from a given development affects
the transportation system in terms of safety, traffic operations, access and mobility, and
immediate and adjoining street systems. A TIA must also address, if needed, City, metro
plan and state JanQ l!se and_ \cansDortation,lj:)olicies ~Qe ob~ct~e~ f".,
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Seven copies of the following plan sets for the Pre-Submittal Meeting
OR
Eighteen copies of the following plan sets for Complete Application Submittal
All of the following plans must include the s.cale (appropriate to the area involved and
sufficient to show detail of the plan and related data, such as 1" = 30', 1" = 50' or 1" =
100'), north arrow, and date of preparation. All plan sets must be folded to 8V2" by 11"
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
'zg. Prepared by an Oregon licensed Landscape Architect or Engineer
~ Vicinity Map
OQ. The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed
~ Required setbacks to the proposed new property lines for existing structures to remain
on site
0- The name, location, dimensions, direction of flow and top of bank of all watercourses
(and required riparian setback that are shown on the Water Quality Limited
Watercourse Map on file in the Development Services Department
."
~ The 100-year floodplain and floodway boundaries on the"site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map
Amendment or Letter of Map Revision
~ The Time of Travel Zones, as specifIed in Article 17 of the Springfield Development
Code and delineated on the Wellhead Protection Areas Map on file ln the Development
Services Department -
os:.-Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 1/2 feet above the ground, significant clusters of trees and shrubs, riparian
, areas, wetlands and rock outcroppings
r1Q...Soil types and water table information as mapped and specified in the Soils Survey of
'( Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Tentative Land Division Plan
J~ Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92
l;l Location of all existing and proposed easements
~ Dimensions and size of each parcel and the approximate dimensions of each building
site indicating the top and toe of cut and fill slopes to scale
~ Location and type of existing and proposed street-lighting
1iI Location, widths and names of all existing and proposed streets, alleys, dedications or
other right-of-ways within or adjacent to the proposed land division
[}l Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
t8 Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
t:B Location, size and type of plantings and street trees in any required planter strip
~ Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
Phased Development Plan required if redivision is proposed. The plan must include
the boundaries and sequencing of each proposed redivision. Any redivision must
progress in a sequence promoting street connectivity between the various phases of
the development and accommodating other required public improvements.
c. Grading and Paving Plan
~ Prepared by an Oregon Licensed Civil Engineer
It9 Planting plan prepared by an Oregon Licensed Landscape Architect where plants are
proposed as part of the stormwater management system
Li). Roof drainage patterns and discharge locations
~ Pervious and impervious area drainage patterns
Eil The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drainageways to be retained
l)J Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
~ Amount of proposed cut and fill
..
8. Additional materials that may be required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE If ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR
~THE PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030:
~ ,;~ ~Proposed deed restrictions and a draft of any Homeowner's Association Agreement
" ~Additional plans and documentation for submittal of a Cluster Subdivision proposal as
\.. ~ . specified in SDC Section 16.100(3)
o Riparian Area Protection Report For properties located within 150 feet of the top of
q bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top
of bank of any direct tributaries of WQLW
A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
[J Where the development area is within an overlay district applicable, address the
~ 'additional standards of the overlay district
~. If five or more trees are proposed to be removed, a Tree Felling Permit as specified in
"' SDC Article 38
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
OJ Any required federal or state permit must be submitted concurrently or evidence the
permit application has been submitted for review
[J Where any grading, filling or excavating is proposed with the development, a Land and
Drainage Alteration permit must be submitted with the land use application
o Where applicable, any Discretionary Use, Variance or Modification of Provisions as
specified in SDC Article 10 or 11
CIty of Springfield
Development ServIces Department
225 FIfth Street
Spnngfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
Pre-Submittal Meeting
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Case Number Assigned: PRE2005-00061
Date Submitted: 10/5/2005
ProiectName: 1r\~ pO-Jl..AL sJu.Jo~
Project Description: Pre-Submittal for 10 lot cluster subdivision and 2 additional lots on at 4866 Main
Street
Application Type: Subdivision Tentative
Job Address: 4866 MAIN ST
Assessor's & Tax Lot #: 1702324100300
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DISCLAIMER: ApplIcatIons WIll not be exempt from Development Code or procedural amendments that may occur
between the hme of the Pre-Submlttal Meetmg and SubmIttal of the ApplIcatIon for Development ReVIew Please contact
our office at 541-726-3753 wlth any questIOns or concerns
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time.
10/6/2005
7 55 54AM
Pre-Submittal Meeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, October 14, 2005
1. PRE-SUBMITTAL MTG #PRE2005-00061 (Sub Tent) JOKINEN $500
Assessor's Map: 17-02-32-41 TL 300, 302, 303 HABITAT FOR HUMANITY
Existing Use: Residential
Address: 4866 Main Street
Applicant submitted plans to create a 12-10t cluster subdivision, to be known as Mayer
Park
Meeting Date/Time: Friday, October 14, 2005 DSD 616 11:00 - noon
Planner: Kitti Gale
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BWEBEU.E WAY
IdEVER PARK CLUSrER S'JBnMSlON
OWNERS:
LOCATION
SURl'El'OR:
lERI VAlJGHN
~6 WoIN "'~,
'" =ElD, OR 97478
P 0 BO~T':: HUIoIANlIY
SPRINGFIELD. OR 974n
,7-02-32--4, 1300. 302, ok 303
I<RUSH AND ASSOC1A1t:S
54 CENI'ENNW. LOOP
~~~ 97401
POWER-S.lJ.B.
WAlER-5.U.B.
=~ SPRINQFIELD
GAS-NW HAnJRAL
CABLE-COMCAST
JUNE 9, 2005
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Branch Engineering, Inc.
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PRINCIPALS
James A. Branch, P,E,
Rene Fabricant, S,E, P,E,
Michael Lane Branch, P.E,
31 0 5th Street
Springfield. Oregon 97477
(541 J 746-0637
Fax (541 J 746-0389
August 2, 2005
Attn: Steve Jokinen
Vaughn/Habitat for Humanity
4866 Main Street
Spnngfield, OR 97478
Re: Storm Drainage Evaluation for Meyer Park Cluster Subdivision, Springfield
:~....L___ ___'.....::_~
"
This letter was prepared to address the storm water disposal and infrastructure proposed
for the subject project. Calculations and a design of the proposed infiltration facilities as
well as the overflow pipe system are mcluded,
",
Runoff from the site will be directed into a privately maintained infiltration pond located
on the east side of the 'site that has been designed to retain runoff through the 25-year
storm event. An on-site percolation test was performed by PSI at the proposed location
of the pond and the results indicate a measured infiltration rate of 2 minutes/mch or 30
incheslhour (see attached test results), For the pond design, an infiltration rate of 12
mches per hour, or40% of the measured rate, was assumed
A typical cross section of the pond is illustrated on the attached figure. The bottom of the
pond will be approximately 16 feet wide and 120 feet long, Angular quarry rock is
proposed on three sides of the pond to minimize pond footprint. Access for maintaining
the pond is proposed at the north end via a 5: I side slope,
An overflow inlet is proposed for the pond at 1,5 feet above the bottom for runoff in
excess of the 25-year event. It is estimated the maximum water surface elevation in the
pond during the IOO-year storm event will be 491 feet (or 6" above the overflow rim).
The inlet and piping system has been designed to convey the I OO-year storm event.
CIVIL
STRUCTURAL
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lRANSPORT A TION
SURVEYING
. .
The runoff calculations assume contribution from the all subdivision parcels. The parcels
were assumed to be developed with 80% impervious coverage. The 25-year and 100-
year storm 24-hour rainfall depths used for the calculations were 4,8 inches and 6.0
inches, respectively. The Santa Barbara Unit Hydrograph method was used for the
analysis. The stormwater model XP SWMM, Version 7.55 was used for the pipe and
pond calculations. The results are attached.
If you have any questions, please do not hesitate to call.
Respectfully submitted,
~~
Lane Branch, P .E.
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SENT BY: SPRINGFIELD PW;
541 7361021;
JUL.14,.(.I..l 11 :25;
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PUBLIC WORK$ DEPARTfrfENflI1Sngln~ Division Phone,' (54.1),j'.21J..3753' p,,)~: (tM'1) 'r:r".1021
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IP'rOJeet Name: t1Mft 1'Ml1:\JJI5t,,",c, S\lI.L_ ApPlllcant: j.Au4 ~r.c"~,,~jJ
Asse:lllOn Partel L?-ClJ.-$J..,1 _~ ~J"..ul Dat,~; -UtMtl:...,..________..w_..._.-
LInd Use(s}: ~ Q~ 16 ~MluIA,,- Phone fl.: ~E"l,.z_._..,......,_..._...__J..
ProJl&iCt SiR (Acres): LL, /4sLIf1 '}'IX #: 7Y~ -"~~t_..-,......- . _.......,......~~.__"
Appr,)I. Impell'ViCtuA Area: _,. ~ 6e.1!.d~ Eml"l: 1~b.dio~: f'\~,~~:c"'!!fJ~,,~~~j. 'IlO ~1._
"
I ProjKt Description (Include a copy of AssellllOr's map): 12rt'~YA'- etA,.. ntAA ~1."'4;I~OJI'''S /..,v'
opf~,,~
DJI'8il/ll!1: Proposal (Public oonnection(Il), di!IChargc location(&), etc, Attach ~lL!C1ition.d sh~l(s) ifl\l~(J:I:~arjl:
1~/I~Y'/IzA1"/~,v P~~i<'l~I#I ,II'L./Ljt"""., T1' P.,#L.I" ~Yltr.lr"''' I.~ /J',I'A,'~' ~(.Y~
~. ~ 4 ,
: I
I _.;4 Sp.n~~ ~.~~ment Practices:
V~,a'rtttTli{) 1(>I~/'-'f1IATt'#II uA~11J
T --
;'!J
l\'r r i~~":.~...
....._._........IIl.........-...____~
.", ,,' ,,' '"'',''' .I~'I~" "~II!o~ "''''::1;
::), , , J o,j,}f. ,:f:!'Iii1i.ltrtj:, 111 :..~ . ,;,
. '~; ~? f41lu',f, r~UUJ~'I~ :_/ ,'1;':1,';1 I.~
,', ,.", "w:;NI'IJl>: "."~'II~"":' ". , " '
.i ' ~I_~' ~JMQ!!!I~d!~.~. LI :~~~
, '~I~:~ A'~ ~'" I
" - ",~,., . ,
prllbullti ~~~.:l~lQ(S~,:tictn 4.03.2): (Note. UH leV be 8~titutc:d f:atltatic~lr::W1~1
:J Small Site Study ~('Il:aci ~~l'.Mcthod for calculationl)
:J Mid-Level Developmm~tudy:... (use Unit Mydrosrapn Melhod for calclllallol1llO)
:J Full Drainage Develo~ ~~)' - (\I~e Umt Hydrllgrpph M~od for calcullltiot,S)
. ~ f', ~ tl-
J,nVIl'onmental CODslderatlO~.~ ,;-..: '; ~ . \ I
". ,Wellhead Zc,nc: 'lJ;r'!r- - h.t.~ fit' ~T1'.~r, "1 UIJlEide Developr.'lem: _.._,J1/r~t\.....--,
. WetlandlRiparian: NM F]oodwayIFlooclp'lain _-'bUa____,
. Soil Type: 1) ~ -~ ~~tti( Other Jurisdi(~til)m Q!~t.~:____,
~o~JlIatnJlm Analvsls:
it N/A
:J Flow line for starting water surface eleVlltion~
:J Oesisn HOL to use for ~g water surface elevation:
:J Manholcl1unction to take 'artalyai5 to:
;Rtllul" to Midi Stouder@ City 0' $pnnQ''''d, em.lI: f1II.foud8fffJ!c/,sDrl('ilthIlIidlf~JnJ FJtX: 0:4 'f) "311' 1fM'
I
I
"
I, t.,
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J. .+.-
SENT BY: SPRINa~ItLO PWj
. ,
541 7:361021;
J UL -1 ~,.(15 1 ~ : ~C~;
~M~ ~/~
co~aLETESTUDYITEMS
11'(W Olf~~ u~ ~~_~~L_-==]
:t BlUed UPQ" /"4 itiformari()/l pro\lld,d em lhl from (lIth/or sheer. the follow/1ft "pN.veltts (I mlnO'lum Uj'WhQl /..~ "el~Q'ed..'?/' ~11I
I 'lpp/lCalJQlI ru be complste for slIbmittal with respect 10 drain age: noWt!ver, thir /f,fl ShOlI/d not ht ILfild t. 1/!fU {If fh(J SfnI!lj'./l8M
, D,w,lopmerri Code rsDC) or tl14/ City 's Bnglneer'flt D63/gn Mahuul. Compliance lvllll :h~)'e re~ lJiro!lllo!l/l1J dQ~,(: 'lOt CON'!/IWt ,""
approWil/j Add/tlonal Silt spec/lie iI,format/an may be required Note,' Upon .reoping ,rheet .ruhmJtto!, ImSUiYJ c(}mplCi'cd/orm 11,1' [1C:~1t
slKfled I" the JpactJ provided he/mI"
, bltvlllll De81g1l Stan4ardaIWater QaaJlty (EDSPM Chapter 3)
~'d 'NIA
lmrt 0 AU oon.buildlne rooftop (NBJt) Impervious surfaces shall be pre-created (e.e mulrl-tharnbtRld catcbblUln \II/Cltf fllu'Bdon
media) for stormwater qLlality. Additionally. a minimum of !O~ of the NBR l:rnpm iou! ~t.lirfa.;" :l1\oll r.f. l'.'CJfltl:d by
vVlJe'lated methods.
id 0 Where llllquirod, vegetatiVe stormwllter design shalJ bo conllilltill1t with Interim deliign ,itandEu'ds (EDSPM Secllcpn 3.C2;, :Iet
furth by ~ bureau ofBnvlronmenml Servioes C8BS) or CloarJ Water Se1Vio~ (CWS),
o [i.For n~w NBR impervious aroR Mil than 25,000 r;quare fCl:t, B simplified deslan approi.ch rnll~ br: foUowc:cf ~I~ :~~jfl!ld by
the BES for v~8Ctative ~atment. ... L4" J ",u \ ~""""t\ I ~I 41 ~\) sf.
~ 0 If a stormwatet lttJl\tmcnt lIW.1c is prapoted, ~ubmit C4h;:\llation'/lIpecific~tion~ for :'li~ing.. ve:ll)CilY, fJow, :-Ili.c lIJ'JIPC:B, bl)ltom
slope, and *,cd mix consiltml with either BES or CWS requirements.
IJ J Watet QuCllity ca1clI!ati47A$ M ~quired W Soclion 3,03,1 of the EOSPM
J ~ All building rooftop mounted "lllfpment, Of other fluid contaIning equipment located ';l\IlIlIde of th" building, sti/lll
too pt'C>VI,dod with :.:~ondary tonta.wnenl OT wcethcr resi,tant encl~lJJ"e.
C nort. Study atq.uremellu (lDSPM StetJoo 4.03)
:J Dl1Iinll8e study prepuce by a Professional Civil EngmcerliC'tnsed In tbe stBte of CtI'CIJOfl
_ ~ complete dralnaaO~~T8;iitoquircd 111 flOSPM S~Oli()n 4.03.I,lnclucJlng a hydrol"ailifll :!(UL'I' t.J1l1p,
- CalcuJattons showinS system eapac:ily fOT a 2-yellf ,tonn llvenland o'V<<flow Clffecla of' iii ~5"year StOlm (IVlmt
J The tlm~ of ooo(:erItradon (To) shall be detonnined using 1I 1 () minute /llatt lime {Of' d~v.,lCr~llo biSll16,
;'E~'
, ,
Revtn' oflDowastrtem Byttellb (EDSPM SecUon 4.0JA.C)
o II A downSllClUtl uminau; al1l))'8illll~ d\lllcribtld In BDSPM Sechun 4,03.4,1:'. On-lilli' dntlnH,~C jhaU b<~ gUVt.TllttJ ltly thl:
" " Oregon Plumbing Sp~l"ty ~-O(1t (OPSe).
o _Elevlltions Of the Mdt and'fIO~'llnes for both citY and private sY8tems where appl.lclIllle,
~ ~ !t~rorm Systems (ED~r.M ,:; 'I:; n!~,04)
: iQ .... Flow Une~. slopes, rimJ~le\'1 ' ':~ipe I)'pc and uizeR clclluly indicated Qlllh(l plan IHlt.
. .,: it ::- .Mmimum pipe cClve; Shall :~~, )ncf'lM for ",jnfn~e~ pipe and 16 tnehe..~ for !,'illln en:lcnlt~ and plrl~l!C pil)lll'l!:lf eriall . ,,:
" tl~ crtBineenng cnli:ullttions"W1all be provided when less, The cov"r Lhall be sum,:lonf 10 9UJ'p0I1 an ~O,(){K) II) lc'lld
without tlJ.lIure of thll pipe etl'\lenll'e.
o tiJ.Mallninl~ls IIn" valutal't6l' pipeS $ball ,,~ con~l~ont with T:lble 4-1 of the ',msp. All 5b:1I'nl piper sha,J bt, f.l:SllJIl~d In
I "tlCblClVt: a mmlffium velocity ot'thl'l'C (3) {'eel per KCcond lit O.S pipe full based on TltbJr: 4-llliS weill,
C \1 If l \:f~
OtherJMIK e t!.~\ ,
ei1 0 E1iat11lt and !JlOpoaed contOl.lttl~ located at une fOOl U\ICrvlll, Indudc .pet tl!ev:1tiOl\ll :md 'll~ gncfe:> ~howm8 !1CIW Rtle
r ._drains " l'
$ ri Private ~tormWl\ler QQ"..,~.J,~1J be clearly depicted on plan~ when private ~inTTllwaler f!O\lS rro'Tl cnl~ IJTClp~~( :0
! ':!: lDlOther (I, j " ll(: ,
o ~Ihywelll shlill not rc~eivcc.from any 3urfocc w/o biting t(ell.ted by one or morc 8M!?", llith me ~c=lJtio/lIrl'~.jdr:lllrilll
, "ui!d~ rooD (BDSP-!Seetio~~p314.A). Addltion;!,1 provjsionc llpply to this 3S 'requiff1d by '!lIe J)EQ, Rc:fer~" tbo 'Pt Jb.~te:
m www dr.~(Ir.ufiJ~ffdwa~.dchClml!l hem far 1'1\(11'0 Inf()nn;t1on,
_ qDeterttiOn JlQndll shalrtie de8i8l'l~.tQ IlmitTUnoffto pre-dlWClopnumt J1te. for the 1 through 2S.yellr S!orm evt:rtll!
i .... \' -'1'1' JI'I 1.'J (
.This form ~~"If H i~l"url III tin uit"4:h"",,,, i,.~IIi1, ,Ir'lnm.f I:UVII'" of th,. MDUfJlqWIl.I'<<, stfjl~l'
, ,;', , :~:MD~:~_~"r:loNl''''-''''.'.iIlP'''''',P.i!lo,HI~h!I.MIo~''''r~,j,1Y''h:.l\o~M:''' ') I" i' I
\ ..,il." II.. I , ;..'f.:~:~'''''''t'''''''f"~FJ.~.:P,~~~I(II~,", "4II'~~~I'IY."Wg(f1 I
t ....1 " .. ~ ). __ __..-_....-.......-._..__._._
,: ~5 the ~ ofRl~.1 har.ebY:-=ertifY\\b~ above N!quired item, 1m! ' ~ ~ -::;:~ ? I ~ '
\ r:fmpl~ and Dtcludetl with thq,~!I~mi~:~rotmwal<< study find plan set Signal~~ ~ ~- :~::==~::_~n~::_
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MAIN ,:)1r~EET/HIGHWAY 126
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BLUEBELl.E WAY
...wt.._.........-e. -.:.......____...._ ~
F,e!:? ,,16 27 03: 21 p
02/13/2004 13:37
Teri Jokinen
""'74&7163
(541)726-6721
PSI
PAGE 02
p.2 /
,'/ fJ-
/
IKtk~ Injvrmmion
r::.."" .To Build On
~JJ. ~....,..
February 10.2004
Project: 722-40047-1
Mrs. Teri Jokanen
4866 Mam Street
Spnngfield, OR 97478
Subject: Percolaton Rate Ot:tctmllllltion Report
4866 Main Sluet
Springfle.1d. Orcgon
Dear Mrs,JgklncR:
We are pleased to pr~nt the Tesulla of C'W" Percolation :Rate Determinatlon tcetlng conducted on FebruBIY 10, 2004
al4866 Mam Sl1'eet In Spnngfic1d, OR:g:>!1, The: PercolatioD Tat locarioD \WS selected by our client. The
Petc(\laboD RIlte waS determined m ICC~fdancc with tbe KIIIg County, WashmgtOu Surface Willer Iksagn Manual,
Tnble of Perelllation R.atts
Tut Pit
'l'HtLonticn
Test ElevatiDn
Visaal Son
CJauffkatioll
M..ured
Percolation Ibte
(minllncb}
IS'S, 50' E ofSE
comer or hot Ie
3 liZ' bg
Red-Brown Clayey
Gravel WJth Cobbles
(bar-tun)
2 rmaf'tneh
Note:
1, N() high wintel water levels wcn: milicated in ~ above hsted percolatJon bole,
, ,
2 No &round ..,..... \Va! ell(:ountered In the above listed percolation bole It J Ya feet below existlog
grade.
3, bg "" Below Grade
Jfyou hllve any queshon9 or need addil1Ol18I infolmaU(lfl please call R~y Alipent at 746-9649.
ReJptctfully Sdbmitted,
PROPESS/ON.4.L SERVICE INDUSTRIES, lNC.
b~~~
Department Manager
Prol&s~1 StlVk:e InMtn8&, Int.. 1040A Si'lIIey St, . SprlllgI1tId. OR 97~n · PhonlI SC1174f1-9649 · Fax 54117411-7103
~...11!.U.........-.....-
t,..ffS.....
XP-UDD2000
VersIon 7 55
Copyright (cj XP Software
Pond
POf'.l[) ~,~~
ZC;; - ~ lZ.. S\O(UV'\.
Outflow
I
I
I
I
I
I
t Outlet
r" ...."
I Vaughn/Habitat for Humanity
I
25.Year Storm
licenced To Branch Englneenng [66-750-0285]
~/J~
05/17/04
. Page 1/1
? 0 to.>> 'j)rc;16 'ri
Z<- '1ll- <;--tDiLM
o/tfl
Input F~le C \SWMM F~les\03-285\~nf~ltrat~on.XP
Current D~rectory. C \XPS\XP-UDD-1
Executable Name: C \XPS\XP-UDD-1\swmmengw exe
Read 0 l~ne(s) and found 0 ~tems(s) from your cfg f~le
*===============================================*
XP-SWMM2000 I
Storm Water Management Model I
I Vers~on 7 51 I
1===============================================1
1 Developed by I
1===============================================1
1 I
1 XP Software Inc and pty Ltd I
I I
I Based on the U S EPA I
1 Storm Water Management Model Vers~on 4 40 I
I I
I Or~g~nally Developed by I
I Metcalf & Eddy, Inc I
I Un~vers~ty of Flor~da I
I Camp Dresser & McKee Inc I
I September 1970 I
I I
I EPA-SWMM ~s ma~nta~ned by I
1 Oregon State Un~vers~ty I
I Camp Dresser & McKee Inc I
1===============================================1
I XP Software October, 2000 I
I Data F~le Vers~on ---> 9 0 I
*===============================================*
Vaughn/Hab~tat for Human~ty
Proposed Cond~t~ons 25-Year Storm
######################################
# Ra~nfall ~nput summary from Runoff #
######################################
Total ra1nfall for gage #
1 1S
4.8000 1nches
Z5 - '1~ 7.'1. ~rz. 'QAuJ~A'-'- P'l.(7I~
###################################################
# Table Rl, SUB CAT C H MEN T D A T A #
# Phys~cal Hydrology Data #
###################################################
Subcatehment
Number Name
Bo'/. I oV'\?'c~v:7=;:~~;7=====
7-0<1_ ?f;l( V - 2 pond#2
Channel
or 1nlet
W1dth
ft
Area
ac
Per-
cent Slope "n"
Imperv ft/ft Imprv
Deprs Deprs Prcnt
-S10n -S10n Zero
"n" Storge Strge Deten
Perv Imprv Perv -t1on
Pond
Pond
50 000
100 00
1 5000
38000
100 00 0 020 0,014 0 030 0.000 0.000
o 00 0 020 0 014 0 030 0.000 0 000
o 00
o 00
; 88 Ac::JZ-f'6 -ro.....-A \..
############################################################################################
# Table R2 SUB CATCHMENT DATA #
# Inf~ltrat~on Data #
# Inf1ltrat10n Type Infl #1 Infl #2 Infl # 3 Infl #4 #
# SCS -> Comp CN T1me Cone Shape Factor Depth or Fract~on #
# SBUH -> Comp CN T1me Cone N/A N/A #
# Green Ampt -> Suct10n Hydr Cond In1t1al MD N/A #
# Horton -> Max Rate M1n Rate Deeay Rate (l/see) N/A #
# Proport10nal -> Constant N/A N/A N/A #
# In1t1al/Cont Loss -> In1t1al Cont1nu1ng N/A N/A #
# In1t1al/Proport10nal-> In1t1al Constant N/A N/A #
# Laurenson Paramters -> B Value PerV10US "n" Imperv10us Cont Exponent #
############################################################################################
Subeatehment
Number Name
Infl
# 1
Infl
# 2
Infl
# 3
Infl
# 4
1 Pond#l
2 Pond#2
98 0
69 0
o 167
o 167
'PO~D Vf~I~r-.J
Ze:;- 't)L. ~rl VV\
5/iu
o 000 0 200
0,000 0 200
############################################################
# Table R3, SUBCATCHMENT DATA #
# Ra~nfall and Inf~ltrat~on Database Names #
############################################################
Subcatchment Gage Infltrn Rout~ng Ralnfall Database Infl1tratlon
Database
Number Name No Type Type Name Name
--------------- ----------- ----------------- ----------------
--------------- ----------- ----------------- ----------------
1 pond#l 1 SCS Method SBUH SCS Type 1A SCS TYPE C -
Horton
2 pond#2 1 SCS Method SBUH SCS Type 1A SCS TYPE C -
Horton
##################################################
# Table R9, Summary Stat~st~cs for Subcatchments #
##################################################
Note: Total Runoff Depth lncludes pervlous & lmpervlous area
Perv~ous and Imperv~ous Runoff Depth lS only the runoff from those two areas
pond#l
'"'
",_.._~
Subcatchment
Area (acres)."".
Percent Imperv~ous., ...
Total Rainfall (~n) ,..
Max Intenslty (In/hr),
Perv~ous Area
Total Runoff Depth (~ftl"~
Total Losses (~n)
Rema~n~ng Depth (~n)
Peak Runoff Rate (cfs),
Total Imperv~ous Area
Total Runoff Depth (In) 4 54282
Peak Runoff Rate (cfs) 1 89106
Imperv~ous Area w~th depress~on storage
Total Runoff Depth (~n) 0,00000
Peak Runoff Rate (cfs). 0 00000
Imperv~ous Area w~thout depress~on storage
Total Runoff Depth (~n) 0 00000
Peak Runoff Rate (cfs), 0 00000
Total Area
Total Runoff Depth (i~)
Peak Runoff Rate (cfs),
Un~t Runoff (~n/hr)..,
1
100
4
1
50000
00000
80000
55520
o 00000
0,00000
o 00000
o 00000
4 54282
1. 89106
1 26071
===> Runoff s~mulat~on ended normally
pond#2
o 38000
o 00000
4 80000
1 55520
1 79904
3 00096
o 00000
o 15213
0,00000
o 00000
o 00000
o 00000
o 00000
o 00000
1 79904
o 15213
0,40034
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
Vaughn/Hab~tat for Human~ty
25-Year Storm
Pr~nted output for the followlng 1 Junctlons
Pond
Input Informat~on from Internal Ratlng Curve Inflltrate
POlnt Data Data Data Data
No, Column Column Column Column
# 1 # 2 # 3 # 4
------- ---------
1 0,000 0,000 o 400 0 000
'".. 2 o 500 0.000 o 550 0 000
3 3 000 0.000 o 750 0 000
/I' l'
P6~O I t-1t1l;rT2A.'now ~~
ftJ~"Tt:/Z- Su'E.rtk..,i(- cF~
'D~_pm (f~ J
'Po wD Df"<;.I".....,
lC:,.lt,'i <;'\oltv\.'
o/J~
*===================================~==============*
Table E1 - Condu~t Data
*==================================================*
Trapezo~d
Inp Condu~t Length Condu~t Area Mann~ng Max W~dth Depth S~de
Num Name (ft) Class (ft^2) Coef (ft) (ft) Slopes
------- ------- -------- ------- ------- --------- -------
1 Inf~ltrate 300 00 Closd Cnd 0 00 0 01400 3 00 3 00
Total length of all condu~ts 300 0000 feet
*===================================================*
Table E3a - Junct~on Data
*===================================================*
Inp
Num
Junct~on
Name
Ground Crown Invert Q~nst
Elevat~on Elevat~on Elevat~on cfs
In~t~al
Depth- ft
1 Pond
492 0000 492 0000 489 0000 0 0000 0 0000
2 Outlet
402.0000 401 9900 400 0000 0 0000 0 0000
*==========================================*
Storage Junct~on Data
*==========================================*
""r- S~.r.t. 't>+
STORAGE JUNCTION
NUMBER OR NAME
MAXIMUM OR
JUNCT_tg.~.". CONSTANT SURFACE
-TYPE' AREA (FT2)
PEAK OR CROWN DEPTH
CONSTANT VOLUME ELEVATION STARTS
(CUBIC FEET) (FT) FROM
--------------- --------- -----------
6715 3702 492 0000 Node Invert
Pond Stage/Area 2700 7200
*==================================*
Var~able storage data for node Ipond
*==================================*
Data Elevat~on Depth Area Volume
Po~nt ft ft ft^2 ft^3
---------
---------
1 489.J)00O 0.0000 1437 4800 0 0000
2 489 5000 0 5000 2003 7600 856,4006
3 492.0-000 3,0000 2700 7200 6715,3702
tL..-- 'PO NO
A'iCEt1: X
/2- l'lff TL
::: il\:)~h...\\ZAllOt0
"RPrre
*~;~==========================;=======~=========~*
FREE OUTFALL DATA (DATA GROUP II) I
BOUNDARY CONDITION ON DATA GROUP J1 I
*====================F===========================*
Outfall at Junct~on ,..Outlet
has boundary cond~t~on number ,
1
*========================~======================~*
INTERNAL CONNECTIVITY INFORMATION
*================================================*
CONDUIT
JUNCTION
JUNCTION
FREE # 1
Outlet
BOUNDARY
*===================================================*
Boundary Cond~t~on Informat~on
Data Groups JI-J4
*===================================================*
BC NUMBER.
1 Control water surface elevat~on ~s ,
o 00 feet.
'YON Po 'P~">\IOr-l 1ft,
2 S -I..(..L <.It> e..~",
*=====~=================================================*
T 1. m e H 1. S tor y o f the H. G L ( feet) I
*=======================================================*
Max Ground Elevatl.on 492 00
Tl.me Max Crown Elevatl.on 492 00
Junctl.on:Pond
Hr Mn,Sc Elevatl.on Depth ToU Area Node Area Volume Inflow Out flow
-------- --------- --------- --------- --------- --------- --------- ---------
0 10 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 o 0000 0 4000
0 20 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0.0000 0 4000
0 30 0 489.0000 0 0000 1437 4838 1437.4838 0 0048 0.0064 0 4000
0 40 0 489 0000 o 0000 1437 4838 1437 4838 0 0048 o 0250 o 4000
0 50 0 489.0000 0.0000 1437 4838 1437 4838 0 0048 o 0448 0.4000
1 0 0 489,0000 o 0000 1437 4838 1437 4838 0 0048 o 0625 o 4000
1 10 0 489 0000 o 0000 1437 4838 1437 4838 0 0048 o 0773 0.4000
1 20 0 489 0000 0.0000 1437 4838 1437 4838 0 0048 o 0895 o 4000
1 30 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 0996 o 4000
1 40 0 489 0000 0.0000 1437 4838 1437 4838 0.0048 o 1081 o 4000
1 50 0 489 0000 o 0000 1437 4838 1437,4838 0,0048 0,1327 0,4000
2 0 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 1487 o 4000
2 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 1588 o 4000
2 20 0 489,0000 0.0000 1437.4838 1437 4838 o 0048 o 1661 o 4000
2 30 0 489.0000 0.0000 1437.4838 1437.4838 o 0048 o 1718 o 4000
2 40 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 1765 o 4000
2 50 0 489 0000 o 0000 1437 4838 1437,4838 o 0048 o 2016 o 4000
3 0 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2158 o 4000
3 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2233 o 4000
3 20 0 489,0000 0,0000 1437 4838 1437 4838 o 0048 o 2281 0,4000
3 30 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2315 o 4000
3 40 0 489 0000 0.0000 1437 4838 1437 4838 0,0048 o 2343 0.4000
..:;..""M:i.l......;..~ 3 50 0 489.0000 "1:j';::U:OOO 1437.4838 1437,4838 o 0048 0,2595 o 4000
4 0 0 489,0000 0,0000 1437,4838 1437.4838 0,0048 0,2727 0,4000
4 10 0 489,0000 0,0000 1437,4838 1437 4838 0,0048 0.2789 o 4000
4 20 0 489 0000 0,0000 1437,4838 1437 4838 o 0048 0.2823 0,4000
4 30 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2846 0.4000
4 40 0 489.0000 0.0000 1437 4838 1437 4838 o 0048 o 2864 o 4000
4 50 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 3163 o 4000
5 0 0 489.0000 0,0000 1437 4838 1437 4838 o 0048 o 3312 o 4000
5 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 3375 o 4000
5 20 0 489, 0000 ~~ 0,0000 1437 4838 1437 4838 o 0048 o 3406 o 4000
5 30 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 3425 o 4000
5 40 0 489.0000 0,0000 1437 4838 1437 4838 0.0048 o 3444 o 4000
5 50 0 489.0000 o 0000 1437,4838 1437 4838 o 0048 o 3783 o 4000
6 0 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 3960 0.4000
6 10 0 489.0005 0.0005 1437 8999 1437 9212 o 5600 0,4043 o 4001
6 20 0 489,0029 ~ ). o 0029 1440,3652 1440 4130 3 7265 0.4091 0,4008
6 30 0 489 0063 0,0063 1444 1366 1444 1994 8 5484 o 4125 o 4019
6 40 0 489 0104 o 0104 1448,6955 1448 7679 14 3832 o 4153 o 4031
6 50 0 489,0355 0.0355 1477 6434 1477 6507 51 6967 o 5166 o 4106
7 0 0 489 0869 0.0869 1535 9368 1535 9455 129,2322 0.5670 o 4261
7 10 0 489,1424 0,1424 1598 7028 1598,7114 216,0147 o 5881 0,4427
7 20 0 489.2169 0,2169 1683,1112 1683 1257 338 0706 0,7175 o 4651
7 30 0 489.3124 o 3124 1791 2985 1791 3138 503 3564 o 7816 o 4937
7 40 0 489 4736 0.4736 1973 8232 1973 8278 804 3999 1 2315 o 5421
7 50 0 489.7953 0.7953 2086 0540 2086,0727 1460 1339 1 9902 o 5736
8 0 0 490 1412 1.1412 2182 5136 2182,5257 2198,1861 1,6147 o 6013
8 10 0 490.3420 1 3420 2238 4541 2238.4871 2641.4062 1 1605 o 6174
8 20 0 490 4355 1,4355 2264 5332 2264 5461 2851 5329 0.8444 o 6248
8 30 0 490.4708 1,4708 2274 3682 2274 3946 2931 5622 o 7164 0.6277
"'.:;8 40 0 490,4845 1.4845 2277 9076 2277 9499 2960 5359 0.6706 0.6287
l/ qo,5 8 50 0 490,4765 1. 4765 2276 0256 2275 9947 2944 5968 0.5280 o 6281
9 0 0 490.4405 1.4405 2266.0375 2265 9913 2863 2549 o 4627 o 6252
tylfPC 9 10 0 490.3940 1 3940 2253.0033 2252 9917 2758.0711 o 4393 0,6215
9 20 0 490,3445 1. 3445 2239 2049 2239 1930 2647,0665 o 4312 0,6176
9 30 0 490,2945 1. 2945 2225 2763 2225,2644 2535,6919 0.4287 o 6136
9 40 0 490,2450 1. 2450 2211 4700 2211,4583 2425 9655 0,4282 0.6096
9 50 0 490,1962 1. 1962 2197,8780 2197 8665 2318,5951 o 4285 0,6057
10 0 0 490,1484 1 1484 2184 5331 2184 5218 2213 8065 o 4291 o 6019
10 10 0 490.1014 1 1014 2171 4458 2171 4347 2111 6492 o 4297 o 5981
10 20 0 490.0554 1. 0554 2158,6188 2158,6079 2012,1078 o 4304 o 5944
10 30 0 490 0104 1. 0104 2146 0612 2146 0505 1915 2185 o 4311 0,5908
10 40 0 489 9663 0.9663 2133 8393 2133 7926 1821,1762 o 4317 0,5873
10 50 0 489,9164 0,9164 2119,8510 2119 8377 1714 7614 0,3873 o 5833
\>0 ~D PY:S\Co"'; 0/1"
ze; - ~ JL (~:,tlrL~'1
11 0 0 489 8576 0.8576 2103 4844 2103 4699 1590 8248 0 3665 0 5786
11 10 0 489.7963 o 7963 2086 3879 2086 3732 1462 3825 0 3592 0 5737
11 20 0 489.7347 o 7347 2069 2032 2069,1885 1334 3254 0 3567 0 5688
11 30 0 489 6736 o 6736 2052 1678 2052 1533 1208 4193 0 3561 0 5639
11 40 0 489 6133 o 6133 2035 3697 2035 3554 1085 2808 0 3561 0 5591
11 50 0 489.5540 o 5540 2018 8414 2018 8274 965 1043 0 3563 0 5543
12 0 0 489 4958 0,4958 1998 9772 1998 9676 848 0254 0 3567 0 5487
12 10 0 489 4399 o 4399 1935 7536 1935 7442 739 3034 0 3570 0 5320
12 20 0 489 3875 o 3875 1876 4108 1876 4020 640 2593 0 3574 0 5163
12 30 0 489 3386 o 3386 1820 9448 1820 9367 550 3318 0 3578 0 5016
12 40 0 489,2930 0.2930 1769 3255 1769 3179 468 9522 0 3581 0 4879
12 50 0 489 2430 0,2430 1712 7503 1712 7407 382 3313 0 3157 0 4729
13 0 0 489 1856 o 1856 1647 6749 1647 6648 286 0548 0 2957 0 4557
13 10 0 489.1278 0,1278 1582,2802 1582 2705 192.9538 0 2886 o 4384
13 20 0 489 0726 o 0726 1519 7692 1519 7602 107 4075 0 2860 0,4218
13 30 0 489,0211 0.0211 1461 3759 1461 3676 30 5704 o 2853 o 4063
13 40 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 0,2851 o 4000
13 50 0 489 0000 0.0000 1437,4838 1437,4838 o 0048 0,2852 o 4000
14 0 0 489.0000 0.0000 1437.4838 1437 4838 o 0048 o 2853 o 4000
14 10 0 489.0000 0,0000 1437,4838 1437.4838 o 0048 0.2855 o 4000
14 20 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2857 o 4000
14 30 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2859 o 4000
14 40 0 489.0000 0.0000 1437 4838 1437 4838 o 0048 o 2861 o 4000
14 50 0 489 0000 0,0000 1437.4838 1437 4838 o 0048 o 2661 o 4000
15 0 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2568 o 4000
15 10 0 489,0000 0,0000 1437 4838 1437 4838 o 0048 o 2535 o 4000
15 20 0 489 0000 0,0000 1437 4838 1437 4838 o 0048 0,2523 o 4000
15 30 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2520 o 4000
15 40 0 489.0000 0.0000 1437 4838 1437 4838 o 0048 0,2519 0.4000
15 50 0 489,0000 0,0000 1437 4838 1437 4838 0,0048 o 2520 o 4000
16 0 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2521 o 4000
16 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2523 o 4000
16 20 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2524 o 4000
16 30 0 489.0000 O. aooo 1437 4838 1437 4838 o 0048 o 2525 o 4000
16 40 0 489.0000 0.0000 1437 4838 1437 4838 o 0048 o 2527 o 4000
16 50 0 489.0000 o 0000 1437,4838 1437 4838 o 0048 o 2238 o 4000
17 0 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2103 o 4000
17 10 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 0,2053 0.4000
17 20 0 489.0000 0.0000 1437.4838 1437,4838 o 0048 o 2036 o 4000
17 30 0 489 0000 0,0000 1437.4838 1437 4838 o 0048 o 2030 o 4000
17 40 0 489.0000 0,0000 1437 4838 1437 4838 o 0048 o 2028 o 4000
17 50 0 489,0000 0.0000 1437 4838 1437 4838 o 0048 o 2028 o 4000
18 0 0 489.0000 0.0000 1437.4838 1437 4838 o 0048 0,2028 o 4000
18 10 0 489.0000 0.0000 1437,4838 1437 4838 0,0048 0,2029 o 4000
18 20 0 489 0000 0,0000 1437 4838 1437 4838 0.0048 0,2030 0,4000
18 30 0 489 0000 0,0000 1437,4838 1437 4838 o 0048 o 2030 0,4000
18 40 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0.2031 0,4000
18 50 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 0,2032 o 4000
19 0 0 489,0000 0.0000 1437.4838 1437.4838 o 0048 0,2033 o 4000
19 10 0 489,0000 0.0000 1437 4838 1437 4838 0.0048 0,2033 o 4000
19 20 0 489 0000 o 0000 1437 4838 1437 4838 0.0048 0.2034 o 4000
19 30 0 489,0000 0,0000 1437 4838 1437 4838 0,0048 0.2035 o 4000
19 40 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 2036 o 4000
19 50 0 489 0000 o 0000 1437 4838 1437 4838 0,0048 o 2036 o 4000
20 0 0 489.0000 0,0000 1437 4838 1437 4838 o 0048 0,2037 o 4000
20 10 0 489,0000 0,0000 1437 4838 1437,4838 o 0048 0,2038 o 4000
20 20 0 489 0000 0.0000 1437 4838 1437 4838 0,0048 0.2039 o 4000
20 30 0 489.0000 0.0000 1437.4838 1437,4838 o 0048 0.2039 o 4000
20 40 0 489.0000 o 0000 1437 4838 1437 4838 0,0048 o 2040 0,4000
20 50 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2041 0.4000
21 0 0 489.0000 0,0000 1437.4838 1437 4838 o 0048 0.2041 o 4000
21 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0,2042 o 4000
21 20 0 489 0000 o 0000 1437,4838 1437 4838 o 0048 o 2043 0.4000
21 30 0 489 0000 0,0000 1437 4838 1437 4838 0,0048 o 2043 0,4000
21 40 0 489 0000 o 0000 1437.4838 1437 4838 o 0048 0,2044 o 4000
21 50 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0,2045 0,4000
22 0 0 489,0000 0,0000 1437,4838 1437 4838 o 0048 o 2045 0,4000
22 10 0 489.0000 0,0000 1437,4838 1437,4838 o 0048 0,2046 0,4000
22 20 0 489.0000 0.0000 1437,4838 1437,4838 o 0048 0,2047 0,4000
22 30 0 489,0000 0,0000 1437,4838 1437,4838 0,0048 0,2047 0,4000
22 40 0 489.0000 o 0000 1437.4838 1437 4838 0.0048 0.2048 0.4000
22 50 0 489.0000 o 0000 1437,4838 1437 4838 o 0048 0,2049 0.4000
23 0 0 489.0000 0.0000 1437 4838 1437 4838 0,0048 0,2049 0,4000
23 10 0 489.0000 0.0000 1437,4838 1437,4838 0,0048 0,2050 0,4000
23 20 0 489.0000 0.0000 1437,4838 1437,4838 o 0048 0,2051 o 4000
23 30 0 489 0000 0,0000 1437,4838 1437 4838 0.0048 o 2051 o 4000
Pc)}UD 'DfSl'-'/J
Z..::; - '1 it. y...:.> \l ;"\
rlu
23 40 0
23 50 0
24 0 0
Mean
Max~mum
M~n~mum
489 0000 0 0000 1437 4838 1437 4838 0 0048 0 2052 0 4000
489,0000 0 0000 1437 4838 1437 4838 0 0048 0 2052 0 4000
489 0000 0 0000 1437 4838 1437 4838 0 0048 0 2053 0 4000
489 22 0.22
490 48 1. 48
489 00 0.00
*======================================================*
I Table E9 - JUNCTION SUMMARY STATISTICS
I The Max~mum area ~s only the area of the node, ~t I
I does not ~nclude the area of the surround~ng condultsl
*======================================================*
Uppermost MaXlmum Tlme Feet of Max~mum
Ground P~peCrown Junct~on of Surcharge Freeboard Junct~on
Junct~on Elevat~on Elevat~on Elevat~on Occurence at Max of node Area
Name feet feet feet Hr M~n Elevat~on feet ft^2
-------- --------- -------- -------- --------- --------- -------- --------
Pond 492 0000 492 0000 490 4862 8 43 0 0000 1 5138 2278,6865
Ou tl e t 402,0000 401 9900 400 0000 0 0 0 0000 2 0000 12 5660
*======================================================*
Table E10 - CONDUIT SUMMARY STATISTICS
Note The peak flow may be less than the deslgn flow
and the condu~t may st~ll surcharge because of the
downstream boundary cond~t~ons
*======================================================*
Condu~t Max~mum T~me Max~mum T~me Rat~o of Maxlmum
Depth >
Name Des~gn Deslgn Vertlcal Computed of Computed of Max to at Plpe
Ends
Condult Flow Veloclty Depth Flow Occurence Veloclty Occurence Deslgn Upstream
Dwnstrm
Name (cfs) (ft/s) (In) (cfs) Hr Mln (ft/s) Hr Mln Flow (ft)
(ft)
------- -------- -------- ------- ----------- ------- ---------- ------- --------
--------
Infll trate 0,000 0,0000 36 0000 0 6289 8 43 0 8144 8 43 0 0000 490.4860
400 0000
FREE # 1 Undefnd Undefnd Undefnd 0 6289 8 44
===> HydraullC model slmulatlon ended normally,
===> SWMM Slmulatlon ended normally
===> Your ~nput flle was named C,\SWMM Flles\03-285\~nflltratlon DAT
===> Your output flle was named
C.\SWMM Flles\03-285\lnflltratlon out
*==============================================================*
SWMM S~mulatlon Date and Tlme Summary
*===================~;=========================~===============*
Startlng Date. . May 17, 2004 Tlme,
End~ng Date May 17, 2004 Tlme
Elapsed Tlme . 0,02200 mlnutes or
13 46 1.54
13'46 2 86
1 32000 seconds
*=~~===========================================================*
XP-UDD2000
Version 7 55
Copyright (e) XP Sollwar.
Pond
~loo.J?\?f
,OC-L.f1L S~~"'^
12" Jlpe
, MH1
I
10" Jlpe
, Main St
"
''f-,r~ "~l ~le;-;l
1/ '1\)....
I
,,'
I ' ,
.. ~
!
! Vaughn/Habitat for Humanity
!IOO-
: iii-Year Storm
Licenced To Branch Englneenng [66-750-0285]
)1-t~
~.
! 05/17104
. Page 1/1
Input F~le : C:\SWMM F~les\03-285\P~pes.XP
Current D~rectory: C:\XPS\XP-UDD-1
Executable Name C:\XPS\XP-UDD-1\swmmengw.exe
Read 0 l~ne(s) and found 0 ~tems(s) from your cfg f~le.
*===============================================*
XP-SWMM2000
Storm Water Management Model
1 Vers~on 7.51 I
1===============================================1
1 Developed by 1
===============================================1
1
I
1
I
I
1
I
I
I
I
I
I
EPA-SWMM ~s ma~nta~ned by I
Oregon State Un~vers~ty 1
Camp Dresser & McKee Inc I
===============================================1
XP Software October, 2000 I
Data F~le Vers~on ---> 9.0 I
*===============================================*
XP Software Inc. and pty
Ltd
Based on the U S. EPA
Storm Water Management Model Vers~on 4.40
Or~g~nally Developed by
Metcalf & Eddy, Inc.
Un~vers~ty of Flor~da
Camp Dresser & McKee Inc
September 1970
Vaughn/Hab~tat for Human~ty
Proposed Cond~t~ons 100-Year Storm
######################################
# Ra~nfall ~nput summary from Runoff #
######################################
Total ra~nfall for gage #
1 ~s
6.0000 ~nches ~
;OO-'l1L
Z If rl,L So ~.i:-PJ
~ ~
i ~
~ ;J
~~
~~
###################################################
# Table R1 SUB CAT C H MEN T D A T A #
# Phys~cal Hydrology Data #
###################################################
Subcatchment
Number Name
Channel
or ~nlet
W~dth
ft
Area
ac
Per-
cent Slope "n"
Imperv ft/ft Imprv
Deprs Deprs Prcnt
-s~on -s~on Zero
"n" Storge Strge Deten
Perv Imprv Perv -t~on
~~, I IV'- ?
-z.o '<; "Pf.F'-V
1 Pond#l
2 Pond#2
Pond
Pond
50 000
100 00
1. 5000
.38000
100.00 0 020 0 014 0.030 0 000 0 000 0 00
0.00 0 020 0 014 0.030 0.000 0 000 0 00
-
-:::::-
~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
~ Table R2. SUBCATCHMENT DATA ~
~ Inf1ltrat1on Data ~
# Inf1ltrat1on Type Infl ~l Infl ~2 Infl ~3 Infl ~4 ~
~ SCS -> Comp CN T1me Conc Shape Factor Depth or Fract10n ~
~ SBUH -> Comp CN T1me Conc N/A N/A ~
~ Green Ampt -> Suct10n Hydr Cond In1t1al MD N/A ~
~ Horton -> Max Rate M1n Rate Decay Rate (l/sec) N/A #
~ Proport10nal -> Constant N/A N/A N/A ~
~ In1t1al/Cont Loss -> In1t1al Cont1nu1ng N/A N/A ~
~ In1t1al/pro~oft10nal-> In1t1al Constant N/A N/A ~
~ Laurenson Paramters -> B Value Perv10us "n" Imperv10us Cont ~ Exponent ~
~~~~~##~#~##~~~###~#~~~~~~~~~~#~~~~~~~~~####~#~#~###################~######~~###############
Subcatchment
Number Name
Infl
# 1
Infl
# 2
Infl
# 3
Infl
# 4
1 pondU
2 pond#2
98 0
69 0
o 167
o 167
o 000 0 200
o 000 0 200
############~###############################################
# Table R3 SUBCATCHMENT DATA #
# Ra1nfall and Inf1ltrat1on Database Names #
############################################################
Subcatchment
Number Name
Gage Infltrn
No Type
Rout1ng
Type
Ra1nfall Database
Name
Inf1ltrat1on Database
Name
1 Pond#l
2 Pond#2
1 SCS Method SBUH
1 SCS Method SBUH
SCS Type 1A
SCS Type 1A
SCS TYPE C - Horton
SCS TYPE C - Horton
##################################################
# Table R9 Summary Stat1st1cs for Subcatchments #
##################################~###############
Note Total Runoff Depth 1ncludes perv10us & 1mperv1ous area
Perv10us and Imperv10us Runoff Depth lS only the runoff from those two areas.
Subcatchment.
Area (acres)......
Percent Imperv1ous. ..
Total Ra1nfall (In).
Max Intens1ty (In/hr)
Perv10us Area
Total Runoff Depth (In)
Total Losses (In)......
Rema1n1ng Depth (In)..
Peak Runoff Rate (cfs)
Total Imperv10us Area
Pond#l pond#2
1. 50000
100.00000
6 00000
1 94400
o 38000
o 00000
6 00000
1 94400
~ 0
~~
'd t
~~
0.00000
0.00000
0.00000
o 00000
2 69295
3.30705
o 00000
0.25164
--
~
~
Total Runoff Depth (In) 5 73599
Peak Runoff Rate (cfs). 2 37242
ImpervlOus Area wlth depresslon storage
Total Runoff Depth (In) 0.00000
Peak Runoff Rate (cfs). 0 00000
ImpervlOus Area wlthout depresslon storage
Total Runoff Depth (In) 0 00000
Peak Runoff Rate (cfs). 0 00000
Total Area
Total Runoff Depth (In)
Peak Runoff Rate (cfs).
Unlt Runoff (In/hr) ...
5 73599
2 37242
1 58161
===> Runoff slmulatlon ended normally.
0.00000
0.00000
0.00000
o 00000
o 00000
0.00000
2.69295
0.25164
o 66220
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
Vaughn/Habltat for Humanlty
100-Year Storm
Table El - Condult Data
*=====~============================================*
*==================================================*
Trapezold
Inp Condult Length Condult Area Mannlng Max Wldth Depth Slde
Num Name (ft) Class (ft^2) Coef (ft) (ft) Slopes
------- ------- -------- ------- ------- --------- -------
1 12" plpe 290 00 Clrcular 0 79 0 01300 1. 00 1. 00
2 10" plpe 20 00 Clrcular 0.54 0 01300 0 83 0 83
Total length of all condults 310.0000 feet
*==================================================*
Table E2 - Condult Factor Data
*==================================================*
Inp Junctlon
Num Name
Ground Crown Invert Qlnst
E1evatlon E1evatlon Elevatlon cfs
Inltlal
Depth-ft
c ()
c <:
..r~
'f'<l-r\
1/'1 r
ij ~
1d ""C
~ -
~
Tlme Low Flow Depth at
Condult Nwnber Entrance EXlt Exp/Contc Welghtlng Roughness Whlch Flow
Name of Barrels Loss Coef Loss Coef Coefflcnt Parameter Factor n Changes Routlng
---------- --------- --------- --------- --------- --------- --------- -------
10" plpe 1.0000 1 5000 0.0000 0.0000 0.8500 1 0000 0.0000 Standard - Dynamlc Wave
*===================================================*
Table E3a - Junctlon Data
*===================================================*
"'-
~
~
.
1 Pond
2 MH1
3 Ma~n St.
492.0000
492.0000
492.0000
490.0000
487 6000
487 2300
489.0000
486.6000
486.4000
o 0000
0.0000
0.0000
0.0000
0.0000
o 0000
*===================================================*
Table E4 - Condu~t Connect~v~ty
*===================================================*
Input Condu~t Upstream Downstream Upstream Downstream
Number Name Node Node Elevat~on Elevat~on
-------- --------- ---------- --------- ---------
-------- --------- ---------- --------- ---------
1 12" p~pe Pond MH1 489 000 486.600 No Des~gn
2 10" p~pe MH1 Ma~n St. 486.600 486.400 No Des~gn
*================================================*
FREE OUTFALL DATA (DATA GROUP 11)
BOUNDARY CONDITION ON DATA GROUP J1
*================================================*
Outfall at Junct~on
Ma~n St
has boundary condltlon number .
1
*===================================================*
Boundary Condltlon Informatlon
Data Groups J1-J4
*===================================================*
BC NUMBER .
1 Control water surface e1evatlon lS
487.10 feet
*======================================================*
I Table E9 - JUNCTION SUMMARY STATISTICS
I The Maxlmum area lS only the area of the node, It I
I does not lnclude the area of the surroundlng condultsl
*======================================================*
Table E10 - CONDUIT SUMMARY STATISTICS
Note. The peak flow may be less than the deslgn flow
and the condu~t may stll1 surcharge because of the
-
8 ~
\ ~
:f;~
~ E
C'
~.:t
) ~
Uppermost Maxlmum T~me Feet of Maxlmum
Ground P~peCrown Junctlon of Surcharge Freeboard Junct~on
Junct~on Elevatlon Elevat~on Elevatlon Occurence at Max of node Area
Name feet feet feet Hr Mln Elevatlon feet ft^2
-------- --------- -------- -------- --------- --------- -------- --------
Pond 492.0000 490.0000 489.6917 7 52 0 0000 2 3083 12 5660
MH1 492.0000 487.6000 487 9413 7 52 0 3413 4 0587 12 5660
Maln St 492 0000 487 2300 487 1120 7 52 0 0000 4.8880 12.5660
*=====;=;==============================================*
~
~
~
I downstream boundary cond1t1ons.
*====~=======================================~=========*
.
.
Condu1t Max1mum T1me Max1mum T1me Rat10 of Max1mum Depth >
Name Des1gn Des1gn Vert1cal Computed of Computed of Max. to at P1pe Ends
Condu1t Flow Veloc1ty Depth Flow Occurence Veloc1ty Occurence Des1gn Upstream Dwnstrm
Name (cfs) (ft/s) (1n) (cfs) Hr. M1n. (ft/s) Hr. M1n. Flow (ft) (ft)
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
12" p1pe 3.241 4.1268 12.0000 2.6007 7 52 3.8720 7 50 0.8024 489.6917 487 9413
10" p1pe 2.168 4.0064 9. 9600 2.5961 7 52 4 9837 7 52 1.1976 487 9413 487 ll20
FREE * 1 Undefnd Undefnd Undefnd 2.5961 7 52
*===============================================================*
I Table E13. Channel losses(H), headwater depth (HW), ta1lwater
I depth (TW), cr1t1cal and normal depth (Yc and Yn).
I Use th1s sect10n for culvert compar1sons
*===============================================================*
Condu1t Max1mum Head Fr1ct1on Cr1t1cal Normal
Name Flow Loss Loss Depth Depth
------- ------- --------
12" p1pe 2.601 0 000 1 857 0 691 0 678
10" p1pe 2 591 0 518 0 274 0 712 0 830
*==========================================================*
CULVERT ANALYSIS CLASSIFICATION, and the t1me the I
culvert was 1n a part1cular class1f1cat1on I
dur1ng the s1mulat1on. The t1me 1S 1n m1nutes. I
The Dynam1c Wave Equat10n 1S used for all condu1tl
analys1s but the culvert flow class1f1cat1on I
cond1t1on 1S based on the HW and TW depths. I
*==========================================================*
HW
Elevat
TW
Elevat
489.692
487 938
487.939 Max Flow
487.112 Max Flow
~ (I '
A f ~'><: ~ H-CA D R~Q.p
F"jL I u {;> - 1 t<.. S\D ~ "^"""'
M11d M11d Steep M11d M11d
Slope Slope TW Slope TW Slug Flow Slope Slope
Cr1t1cal D Control Ins1gnf Outletl TW > D TW <= D
Condu1t Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Conf1gurat1on
------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
12" p1pe 0 000 7.000 ,1433 000 0 000 0 000 0.000 0 000 0.000 None
10" p1pe 0 000 12 000 0.000 1399.000 0 000 0 000 29 000 0 000 None
*********************************************************
* Table E16. New Condu1t Informat1on Sect10n *
* Condu1t Invert (IE) Elevat10n and Condu1t *
* Max1mum Water Surface (WS) Elevat10ns *
****#***##**#*********#***#************#************#****
Condu1t Name
Upstream Node
Downstream Node
IE Up
489.0000 486 6000 489.6917 487.9413
C1rcular
12" p1pe
Pond
MHl
IE Dn
eo 0
c: <
If'"l
..r f"l
". 1'\
r
~ ~
~~
WS Up
WS Dn Condu1t Type
~
~
10" p~pe
MHl
Ma~n St.
486.6000 486.4000 487.9413 487.1120
===> Hydraullc model slmulat~on ended normally.
===> SWMM Slmulat~on ended normally.
===> Your lnput flle was named C,\SWMM F~les\03-285\P~pes.DAT
===> Your output f~le was named
C.\SWMM F~les\03-285\P~pes.out
*========================~=====================================*
SWMM S~mulatlon Date and T~me Summary
*==============================================================*
Start~ng Date. May 17, 2004 T~me. 14:57'53 46
End~ng Date.. May 17,2004 Tlme,. 14:57 56.69
Elapsed T~me 0 05383 m~nutes or 3.23000 seconds
*==============================================================*
.
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225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
,City of Springfield Official Receipt
velopment Services Department
Public Works Department
RECEIPT #:
1200500000000001456
Date: 10/05/2005
2:14:00PM
Job/Journal Number
PRE2005-00061
Description
CTY SubdIvIsIon Tentative Pin
P~yments:
Type of Payment
Check
Paid By
SPRINGFIELD-EUGENE
HABITAT FOR HUMANITY
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
tJ 1002 In Person
Amount Due
500 00'
$500.00
Amount Paid
$500,00
Payment Total:
$500.00
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10/5/2005
1 of 1
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Wntten NarratIve
MAYER PARK SUBDIVISION
Spnngtield-Eugene HabItat for Humanity
Steve & Teri Jokinen
4866 Mam Street
Springfield, OR 97478
SDC 16.100(3) Cluster Development
16.100(3)(a) Applicability. Cluster Development is a/orm o/subdivision development
that permits flexibility in dimensional requirements by reducing lot size, setbtrek, street
width and other developmental standards to allow more flexible design than is
permissible under the conventional subdivision process. Cluster Development preserves
open sptree and creates innovative residential designs that emphasize affordabiJity and
home ownership. Cluster Development shall be permitted in all residential distri.ds.
The minimum development area shall be at least 1 gross acre in size. Cluster
Development shall not exceed maximum density of the applicable zoning District and
the Metro Plan. Density shall be cakulated on the gross acreage.
~ The proposed 12-10t cluster subdivlSlon, MEYER PARK is located at 4866 Main Street.
~~ The proposed lots on the northerly portion of the property (Tax Lot #302) range in size
1 (jJ'() from 2,662 square feet to 4,137 square feet. The homes built on these lots will be
~~~ \ between a.t'.t'~u.xlmately 1,000 square feet and 1,368 square feet.. Each home will be
6? _ ~ttached .to the home(s) on the adjacent lot(s). The Northerly portion of the property is
, zoned ~ and has an acreage of 1 O. The southerly portion of the property (Tax Lot #
300 &(303))is zoned Community Commercial and has an acreage of 0.84. The total
acreageorthis subdiviSIOn is 1.84. We are not proposing to exceed maximum density,
D
Qp....,
16.100(3)(b) Purpose. Ihe purpose of cluster development is to fully implement the
goals and policies of the Metro Plan by:
The purpose of this cluster subdiviSIOn IS to create a resldenttal development umque to
the Springfield area. There are very few cluster subdivisions within the Springfield area.
The homes built on the proposed small lots will be affordable to persons who may not be
able to afford a home on a traditional subdivision lot. The proposed attached~dwellings
will create diverse housing in the immediate area.
16.100(3)(b)1. Permitting developers to use innovative methods and approaches not
n..mlnlaln ....,In. ""....n..ti"..nl ....I"li..i..i".. _n~1."d.. ~" "n,.;li~n~n ~1.n ",.....f..."h,... ,.,. n
...."............,.L- .........c,.. "".,.." ~I""''''.'"' ""nv....."'j,d..,.. ..."U."Ud .." J"~"'~ .....'11:- ,,",v,.,.,... ..~.. IIJ ...
variety of housing types;
We believe that the proposed attached-dwellings will be umque to the CIty of Springfield
These smaller lots and homes will provide affordable housing for persons with a limIted
mcome.
16.100(3)(b)2. Encourage infill on Larger properties;
The proposed subdivision is located on a parcel with 1.84 acres of land. We are
proposing to create 12 new lots, which will greatly increase density within the area.
16.100(3)(b)3. Lowering development costs by economic provisions ofpublicfaciliti.es;
The proposed subdivision Will not be creatmg any new public wastewater lines or public
storm sewers. Also, there will be no new public streets constructed. All new utilities and
roads will be privately owned and maintained.
16.100(3)(b)4. Providing conunon open spacefor active and passive use of residents of
the development; and / f '2 1 C L \ ~ ->() ~
!\D.16DL 0/ Y\) ~UI~ c.... C
biD .s~~t- l~ AJ;\-- ~ 5f'^C~r.. ,"-
We are proposing 13,356 square feet of common area, which is abou\ 30o/~ the total
area of the cluster portion of this subdivision. All residents of the subdivision will have
access to the common area u..)b ~tS ~ ~ ~h-t h-t..~ I
~?
16. 100(3) (b)5. Preserving natural resources including but not limited to wedandv,
natural drainage ways, constructed open stOrm water management areas, and wooded
areas by clustering development on those portions of a site d.aI are suitable of
development
There are no natural resources located on-site.
16.100(3)(c) Review Procedllre. All Cluster Subdivisions shall be reviewed under the
Subdivision review process,
This cluster subdiviSIOn has been submitted to the City of Springfield under the
Subdivision review process.
"
, I
16.100(3)(C)1. Subdivi..vion Development in aD residential districts shaD be reviewed
under the Subdilision process specified in Article 35; and
This cluster subdivision shall be revIewed by the CIty of Springfield under the
subdivision process in Article 35 SDC.
16.100(3)(d) Permitted Dwellings, Structures and Uses. The foUowing dwellings,
structures and uses shaD be permitted in aD residential districts:
16. 1 00(3)(d) l.A ttach ed single-family dwelling, row houses, town houses.
We are proposing 9 attached smgle-famlly dwelhngs,
CL'-\1 ~ h. Uv--> -
o wevJ- d~) b ~dJ)~
eB
16.100(3)(d)2.Detached single-family dwellings.
There is an attached single-famIly dwellmg on Lot 11.
16. 100(3) (d)J. Duplexes.
We are proposing 1 Duplex located on Lot 7.
16. 100(3) (d)4. Manufactured dwellings.
We are not proposing any manufactured dwellings at thIS time.
16.100(3)(d)5 Multi.- Family dwellings (in MDS and HDR zoning districts)
We are not proposmg any multI-famIly dwellings at this time.
16.100(3)(d)6.Accessory structures and uses permitted in the LDR District
We are not proposing any accessory structures at thIS tIme.
"
16.100(3)(d)7. Common public and private open space.~
We are not proposmg any common public open space. We are proposing 13,356 square
feet of private open space. ~ wh.~ \5 ~~1 .
t.Q.~ \.ou~n tL* ~\'J -- UAitt ;r1;tYt~ 4 IA~
16.100(3)(e) Adjustments to Dimensional Standords. Cluster cMv~~1 'mLows
reduced lot sizes and setback standards for indilidual lots, without exceeding the
maximum d.ensiJy provisions of the applicable zoning District and the Metro Plan.
We are proposmg 10 lots with reduced area. The buildmgs we are proposmg on the 10
lots will have zero side yard setbacks We are not proposing to exceed maximum denSity
for MDR ""~ &e- (b' l>{.'t-wUn cI '" (.lA':r (.3 k) (5 )
~ o.-L I\J 01-- O.."t}-~,-~
EXCEPTIONS:
16.100(3)(e)1. The perimeter of the del1elopment shall meet the LDR setbacks specified
in Section 16.050 of this Code.
The proposed bUlldings wdl comply with mmlmum LDR setbacks around the penmeter
of the subdivision.
16.100(3)(e)2. No increase in building J,eight shall be permitted
The proposed buildmgs wdl not exceed 21 ' in height.
16.100(3)(e)3. Solar protection for abutJing LDR properties north of the proposed
d.evelopment shall be required
The properties located to the north of thiS subdivision are zoned LDR. The foundation of
the proposed buildings located on lots 1-6 will be 16 feet from the northerly boundary
line of the subdivision. The highest point of the proposed buildings on lots 1-6 will notlexceed 21 feet.
16.100(.I)(e)4. The maximum lot coverage of the net development area shall meet the
lot coverage standards of Section 16.040 of this Code.
The maximum buildmg lot coverage fOl lots l-lO should not exceed 32% per lot. The
total impefVlous surface for lots 1-10, which includes the common drive, sidewalk and
parking should not exceed 55%, The total impefVlous area for lot 11 will not exceed
65%. The total Impervious area for lot] 2 will not exceed 75%.
16. 100(3) (e)5. Where zero lot line construction is used. spacing between buiLdings or
clusters of buildings shall be at least 10 feet C:'~) l e.. )C G) I
~V.lrU /D
We are proposmg attached-dwellings for 10t~ l-lO. The units will have frrewalls per Clty
code. nouJ ~ if~ <d\-~ \ 'K J'1f~s;. 7,
't'~cl~\OY\ '
16.100(3)(/) Neighborhood Compatibility. New singk-famil.v detached. attached. and
duplexes constructed >>ithin a cluster development should be generally compatible with
existing homes. The goal is -to reduce the impact of new development on estobli~'hed
neighborhoods by incorporating elements of nearby. quality buildings, such as
building details, massing, proportions, and materials. To foster compatible residential
development at dJe hig/Jer tlensiJies sought by this Article. The following standards
shall be followed.
The new attached smgle-famtly dwelhngs and duplex are compatible with surrounding
homes. The proposed buildings will be between 1,000 square feet and 1,368 square feet -
and are 2-story. Most of the existing houses in the immediate area are 1,200-1,600 square L!\'~
feet and single-story. There are two eXIsting 4-plexes, which are 2-story, adjacent to the. "- uq{lr;:
subdivision. ~ ~'1trj~
16.100(3)(/)1. Front Yard Sethack.... for Buildings in Estoblished Residential Area.
When an existing single-family residence is located within 25 feet of the subject site
and fronts on the same street a... a proposed building, a front yard setlJack similar to
that of the nearest single-family residence shall be used "Similar" means the setlJack
is within 5 feet of the setlJack of the nearest single-family residence. For example, if the
existing single-family residence has a front yard setlJack of 20 feet, then the new
buiLding shall have a front yard setback between 15 and 25 feet If there are two
adjacent single-family residences fronting on the same street, then an average
measurement shall be taken using the two adjacent residences. This standard shall not
cause a front yard setback to exceed 25 feet
The average setback of the houses along th~ent Dortlon of North "A" Street IS 20-25
feet. Due to the location of the proposedrprivate driv~w~ it is not possible to make the
setback of the proposed buildings match the'setback of the a4jacent houses. J 10
pt-10cih ~\'ues ~6v.,) JI ~
fl~ sk.,~<:L\
16.100(3)(/)2. Building Height Transition. Tall buildings shan step-down to provide a
, . l.t- tr ....;.,.;n.. t-n "''''; .,.;..". ~;..!!,,,, ~t-n.... I....,J;..".~ Th;'" c<t-n.-dard arn'PIi"'''' to n....v and
,'If!lgii.. GuOJJ.U"" "" ~lS""'''ii .nu&..c. "'''v,", vnuw"5OJ. ~, Iod OJ........ or, c.OJ c..
vertically expanded buildings wid,in 25 feet (as measured horizontolly) of an adjacent
LDR property line wilh an existing sint.:le story building that is less than 21 feet in
height The standard is met when the height of the taller building or portion of the
7
taller building does not exceed the height of the shorter building by more than 5 feet "
within the 25-foot horizontal zone. ~ 1 S
~~cl\*~al'
The proposed butldings on lots 1-6 are 16 feet south of the Northerly boundary of this
subdivision. The houses on the lots to the north are at least 20 feet north of the Northerly
boundary of thIS subdIvision Th~ portions of the proposed buildings on lots 1-6, whtch
are located WIthin the 25-toot honzontal zone, WIll not be more than 5' greater m heIght
than the houses located on the lots drrectly to the NOlih.
16.100(3)(g) Specific Development Standardv for Single-Family Dwellings. The
following design standards apply to Single-family detached, Single-family attached
(less than 3 attached units) and Duplexes:
16.100(.~)(g)1. Building 071entation and Connectivity to the P'ronting Street
All of the proposed bUlldmgs have theIr front door facmg the proposed pnvate dnve,
,
16.100(3)(g)2. Dwelling units shall have a door opening directly to thefronting street - fl--l~
A minimum 3-foot wide walkway sl,all connect the door to the street The walkway ciA ) J~
shall be constructed of a permanent hard surface (not gravel) and located directly ~s1;j.J{)
b~en the street sidewalk and the .front door. This walkway shall not be part of the ---f s'ikef
dnveway area. 1 vLQ
The proposed dwelhng units do not have frontage on a public street. The proposed houses
have their front door openmg drrectly to pnvate access easement. A 3-foot wide concrete
walk will connect the front door to the driveway, The driveway will connect to the
pnvate drive. There are morc than .3 umts connected on each SIde of the pnvate access
drive.
We are not proposing any garages ~
~~
S;&
~ N<I I)
16.100(3)(g)3. Garage Doors. Garage door placement and design shall meet the
foUowing conditions:
16.100(3)(g)3.a. Garage door openings.lacing afronting street shall not exceed 40% of
the width of the house fafade.
Weare not proposing any garages
naw ~ fJlrtJ
s~W-- '
16.100(3)(g)3./J. The garage.lafade shall be back a minimum oj 4 feetJrom the hfJUse
Jtlfade. The minimum setback oj the garage fUf;ade is reduced to 0 feet if the house
facade has a porch, 50 square feet or more in size, encroaching into the setback.
We are not proposmg any gaIages
16.100(..~)(g)4. Windows. A minillUlm area 15 percent "windows and/or dweHing doors
on facades facing streets, sidewalks, and multi-use paths (including garage facades).
Gahled areas do not need to be included in the base wall calculation when det.ermining
the minimum 15 percent calculaJion for windows/doors. J
tv.-S
<i)~
...
Windows and doors will meet or exceed 15% of the front facmg fayade.
16.100(3)(g)5. Design Variety. Each home shall incorporate a minimum of three (3) oj
the following five (5) building design features. Applicants shall indicate which options
d.ey are proposing on plam' submitted for building permits. JVhile not all of the de~ign
features are express(l' required, the inclusion oj as many as possible is strong(v
encouraged
16.100(3)(g)5.a. ROf?f Pitch and Design. A minimum 4 to 12 roofpitch.
The roof pitch tor the plOposed bUJldmgs Will havt: a mUll1nUm 5 to 12 p1tch.
16.100(3)(g)5.b. Eaves with a minimum (,-inch overhang.
Eaves for the proposed house Will have a I-fool overhang.
16.100(3)(g)5.c. Building Materials. At lea.vt two (2) different types of building
materials (including, but not limited to stucco and wood, brick and stone, ele.) or a
minimum of two different patterns of the same building material (e.g. s'caUoped wood
and lop siding, etc.) on facades Jacing streets. 11lese requirements are exclusive oj
foundations and rooft and pertain only to the walls oj a structure.
The fa~ade of the proposed buildings WIll be as follows from bottom to top: 8" lap, 12"
belly band, 8" lap, 8" belly band, shake gable.
16.100(.1Hg)5.d Arcilitectlll'ul Feutures. At lelM't one urc/li/ectural feature included on
,.. Ju..nll:..,.. ~nnnJnlC1\ -t'.~"" .rn.-uu:' ~l.,,, I;~hnn';' ~"'n... ,l.a ""If_ftncrhl('f 01"' ,.L:Cf .....nu.;co.:n..
.. u,,,e.ou.,..s Ju'-"ue...., ..'U" J"'-e... ....c. ..... LLa. .L u, .."e. pH' pu..e... UJ ..".... P' U.'......U",
architecturai feutures art' defined a..v bay windOlvs, covered porches greater than 60
square feet in si:.e, second floor balconies, dormers related to living space, or habitable
cupolas, pillars or posts, recessed entries and off sets in building face or roof. If a
dwelling is oriented such that itsfrontfafade (facade with thefront door) is oriented tl'
a sidewalk and no facades of the dwelling face a street, then the architectural feature
may be counted if it is located on the facade of the dweUing that faces the sidewalk and
contains the front door.
Each proposed butldmg will have an upper and lower porch of 60 square feet WIth 6" x
6" posts,
16.100(J)(g)5.e. Architectural Details. At Least one architectural detail on a dwelling
facade(s) that faces the street For the purposes of this provision, architectural details
are defined as exposed ra.ftel'S_lI.LlLe.!l!!J. ends, eave brackeb', {:ridded ~. or ~
windows with divided lites, otPer[!.olas/treLlis work inte~rated into bui!dinGJ]acades. If
a dwelling is oriented such that its front fafade (fafade lvith the front door) is oriented
to a sidewalk and no facades of the dweUing face a street, then architectural details
may be counted if they fire Located on the facades of the dweUing that face the
sidewalk.
The proposed front tacmg wmdows arc smglc-hung WIth gml
16.100(3)(h) Open /o,'pace. At least 20% of the development site shall be designated
common open space. Common open space can he wetlands, steep slopes, natural
w.u."M .vays or wooded areas. Also, common open space can he created by placing on the
land amenities for community activities for residents such as playgrounds, picnic
areas, gardens or sports features. Setbacks and buffer lD'eas do not count towards
common open space. The Ilse of restrictWe covenants, dedicmum and homeowners'
association maintenance shall be assured through a homeowners' association. ,
I ,.....~ 7 Sl'I,Qv-J
~ \'\. QJ-...Q... \ S 11' '
APproxunate~t the cluster devdopment IS common open space. A playground IS
not necessary on-site. Thel e IS an existmg school playground within Y4 mile of the
subdivision. Lighted sidewalks gIve threct Jccess from the subdivision to the school
playground. We have mcluded a copy of the. proposed covenants, conditions and
restrictions with the tentative application which wilfcreate a home owner's association
for the subdivision
EXCEPTION:
16~)1~ The open space reqlliremenn'_/ivteal~l 0 shall be used wilen
a multifamily diil,elop1!!!!!!-.is proppsed------
We arenotP~~:~~t
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16. JOO(3)(i) Landvcaping. Landvcapzng and/or natural ,'egetation shall occupy a
minimum of 50 percent of required common open space. On-site natural resollrces and
historic features that are accessible to re:,id.en-o (e.g., by trails, boardwalk, etc.) may be
used to satisfy this requirement For example, if 25% ~f die site includes a natural
resource or historic feature than 25Q'O of the landscaping requirement is satisfied
~,_ .. J,,,
"" ~ ~.J'
More than 50% of the common are~IH be occupIed by vegetation, rhe proposed blO- \,
swale WIll be seeded wit "st~bank" seed mi'rture. Approximately 14 native tree'! Cd0f--....
(Red Alder and Ore Ash) will b~lanted along the bio-swale The remainder of the '
"-
common open s e, which IS not paved, WIll b~Y grass and eXlSung trees.
16.100(3)0) Conditions of Approval O,'er and above any-oJ!!....er condition of approval,
when mitigating conflicts with adjacent properties raised during the review of a Cluster
Development, the Director may require landscaping in the perimeter setbacks specified
in Subsection (5)(a) of this Section in order to provide a buffer area to adjacent
properties. In this case, the setbacks shall be land..vcaped according to the screening
standards listed in seL1ion 31. 160 or Section 16.110.
We are unaware of any conflicts at thIS tnne
--------~--... -
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DECLARATION OF COVENANTS
CONDITIONS, RESTRICTIONS AND
COMMON MAINTENANCE
THIS DECLARATION is made this day of . 2005, by
Springfield/Eugene Habitat for Humanity, of Springfield, Oregon, and its successors and
assigns as Declarant.
RECITALS
1. Habitat for Humanity seeks to create low cost homes for qualified
homebuyers in an environment of hope, dignity, and truly human existence for all
people for lots 1- 10.
The qualifications for ownership of these homes include economic need and participating
in a minimum number of hours of service on Declarant's projects as specified by the rules
of the Declarant.
2. This Declaration is a condition precedent to the award of certain grant funds
and/or governmental approvals of Declarant's programs and shall be executed and
recorded in the official land deed records of the jurisdictions in which the property is
located in order to create certain covenants running with the land for the purpose of
enforcement of the affordability requirements of applicable grant programs.
3. Declarant is the owner of the real property described herein on which there are
now located or being constructed ten (10) affordable residential structures containing a
total often (10) living units.
4. It is contemplated that individual units within a single structure may be sold to
and held by different qualified owners as defined in Declarant's rules..
5. Declarant desires to provide for the preservation of the values and amenities in
the described development and for the maintenance of common facilities and elements
shared by unit owners.
6. Declarant, under this declaration, declares and covenants that the regulatory
and restrictive covenants set forth herein governing the use, occupancy, and transfet of
the units shall be and are covenants running with the land described herein for the term
stated herein and binding upon all subsequent owners of the units and for such term,
I
except as provided herein, and are not merely personal covenants of Declarant
Covenants,Condltlons & RestrictIOns and Common Mamtenance Agreement
Meyer Park Sub-dTII/slOn Lots 1- 10
~
DECLARATION
NOW, THEREFORE, the Declarant, for the benefit of itself and its successors
and assigns, hereby declares that the real property described herein shall be held,
transferred, sold, conveyed, possessed and occupied subject to the covenants, conditions,
restrictions and obligations herein set forth.
1. Definitions.
A. "Unit" shall mean the residential dwelling unit and the parcel on
which that unit is located, together with all other improvements now or
hereafter located on that parcel.
B. "Parcel" shall mean the legally subdivided lot on which a unit is
located. There are 10 lots in the subject plat.
C. "Owner" shall mean the record holder of fee simple title or the
holder of equitable title under a Land Sale Contract of any unit,
including the Declarant with respect to any unsold unit. Every owner
shall be treated for all purposes as a single person for each unit held,
irrespective of whether such ownership is joint, in common, or as
tenancy by the entirety.
2. Prooertv Subiect to Declaration.
The real property subject to this Declaration is described as follows:
Meyer Park Cluster Sub-division, Springfield, Oregon.
3. Persons and Prooerties Benefited.
A. The Covenants, conditions, restrictions and obligations set forth in this
Declaration, except as specifically provided to the contrary, shall benefit and be binding
upon aIr owners, parties and all persons claiming under them, their successors and
assigns. Such covenants and restrictions shall run with the land and be effective for a
period of twenty (20) years from the date of recording of this Declaration, after which
time said covenants, conditions, and restrictions shall be automatically extended for
successive periods often (10) years unless an instrument signed by a majority of the then
owners of the units has been recorded, agreeing to change said covenants in whole or in
part.
B. Ownership of the units shall be subject to the affordable homeownetship
housing requirements of Declarant for the term of the declaration. Any sales, transfers, or
exchanges of the units at any time during the term of this Declaration shall be subject to
the requirements of this Declaration and to the requirements of applicable grant funds
used in the transactions. Any buyer or successor or other person acquiring a unit must
Covenants,CondltlOns & RestrIctIOns and Common Maintenance Agreement
Meyer Park Sub-dlVlslOn Lots 1- 10
agree in writing to the terms of this Declaration and the affordability requirements of the
applicable grant programs.
4. Use ofProoertv. All lots shall be used for residential purposes and no building
shall be erected, altered, placed or permitted to remain on any lot other than a single
family dwelling. No manufactured home or manufactured dwelling shall be permitted on
the property, and no recreational vehicle may be used as a residence, either temporary or
permanent, on any part of the Property.
A. Easements for installation and maintenance of utilities and drainage facilities
are reserved as shown on the recorded plat.
B. No structure of a temporary character, trailer, basement, partly finished house,
garage, barn or other outbuilding shall be used on any lot at any time as residence, either
temporary or permanent.
C. The yard shall be landscaped not more than sixty (60) days after occupancy,
except when occupancy occurs after October 1 and before May 1. All yards shall be
maintained in a net, clean conditions and grass shall be watered and mowed regularly.
D. No nuisances shall be allowed upon the property nor shall any use or practice
be allowed which is the source of annoyance to other residents or which interferes with
the peaceable possession and proper use of other properties by other residents. Each unit
shall be maintained in good repair and over-all appearance.
E. No sign of any kind shall be displayed to the public view on any lot except one
(1) professional sign of not more than one square foot, and one sign of not more than five
square feet, advertising the property for sale or rent, both of which signs must be located
not less than twenty (20) feet from the front property line.
F. No animals, livestock or poultry of any kind shall be raised, bred or kept on
any lot except that a maximum of three dogs or three cats, or a combination of cat( s) and
dog(s) which totals three pets, or a total of three of any other household pets as defined by
city code may be kept, provided they are not kept, bred or maintained for any commercial
purpose, are kept under control, and do not create offensive or objectionable noise or
odor. Any outside animal must be contained in a kennel or other enclosure. No
accumulation of waste will be allowed on the yard, parking areas, or any common area.
G. All valid, laws, zoning ordinances and building restrictions of all
governmental bodies having jurisdiction of the subject property shall be observed and
complied with.
H. No fence, wall, hedge, shrub or other obstacle shall obstruct the line of vision
between three (3) feet and five (5) feet vertical, within fifteen (15) feet of the front lot
line, except trees which shall be trimmed of foliage not less than five (5) feet above the
Covenants,CondltlOns & RestrictIOns and Common Mamtenance Agreement
Meyer Park Sub-dlVlslOn Lots 1- 10
:
ground. Foliage on young trees not sufficiently tall to trim shall be excepted. All fences
shall comply with city code.
I. Trash, garbage or other waste shall be kept in sanitary containers, emptied at
least bi-weekly. All incinerators, garbage cans or other equipment for the storage or
disposal of such materials shall be kept in clean and sanitary location. Storage of any
goods, chattels, merchandise, material, fuel supplies, or machinery shall be within the
walls of the structure or enclosed by tight fences that screen such property from sight.
J. Any home businesses conducted on the property shall be in accordance with
city regulations and code.
K. All environmental regulations shall be complied with particularly concerning
disposal of motor oil, paints and other hazardous materials.
L. Each owner of a unit shall maintain, repair, and if needed, replace the
perimeter fence within their property line for so long as the fence is required by the city.
5. Common Maintenance
The following common maintenance obligations shall benefit and be binding upon
the owner of a parcel as against the owner of the adjoining parcel of the same lot, his
successors and assigns. It is the intent of the Declarant that the common maintenance
obligations described hereafter constitute a binding and subsisting covenant and
agreement between the owner of each unit within a single duplex. However, such
covenants and obligations shall not be enforceable by an owner of a unit against the
owner of another unit when those owners do not own units in the same duplex. It is the
purpose of these common maintenance obligations to enforce uniformity of appearance,
quality of materials and maintenance within an individual duplex, but not between
separate duplexes in the development.
The owners of units shall have and perform the following common maintenance
obligations with respect to the adjoining units:
A. The roof, exterior siding and exterior trim of the units shall be, within such
categories, constructed of the same material and be of the same color. The exterior
windows shall be of uniform design.
B. The exterior of the unit shall be painted a uniform color. An accent paint may
be used if the entire duplex is accented in a consistent manner. No more than three (3)
exterior paint colors shall be used on a single unit.
C. The roof, exterior paint, exterior siding, exterior trim, common wall, common
fences a unit shall be maintained in good condition and repair.
Covenants,Comilllons & RestrictIOns and Common Mamtenance Agreement
Meyer Park SUh-dlVIS/Ofl Lots 1- 10
.' .
D. The cost of maintaining such common facilities shall be share equally by the
owners of the affected units. If such authorized repairs or maintenance are paid for by
one of the unit owners, the other unit owner shall pay his one-half share thereof within ten
(l0) days from the date of written demand for payment and presentation of a written
accounting of such expenses. Construction, repair or maintenance of common facilities
shall be authorized if the affected unit owners have mutually agreed as follows:
i. The decision to institute common facility maintenance and repair, and
the decision of who shall perform such work, shall be by mutual
agreement of the affected unit owners, subject to the requirement that all
units, including the common facilities, be maintained in good condition,
repair and overall appearance.
ii. Materials, colors and designs to be used in construction, repair or
maintenance of any common facility shall be selected by mutual
agreement of the affected unit owners.
E. In the event the affected unit owners cannot agree as to one or more of such
matters involved I common facility construction, repair or maintenance, such matters
shall be decided by an arbitrator mutually selected by both owners. If the affected owners
cannot agree upon an arbitrator, such arbitrator shall be appointed by the Court, and such
arbitration shall be carried out in the manner set forth in Oregon Revised Statutes,
Chapter 33. All such Arbitration shall be commenced and held in Lane County, Oregon.
any award of the arbitrator may be entered as ajudgment in any court of competent
jurisdiction.
F. Common area and storms water system shall be maintained 50% by lots 1-10,
25% by lot 11 and 25% by lot 12.
6. Enforcement
In the event, suit, action, legal proceeding or arbitration is instituted to interpret or
enforce the terms of this Declaration, the prevailing party shall be entitled to recover his
reasonable attorney fees incurred therein at such arbitration, trial and appeal, with such
fees to be determined by the arbitrator or the curt. In the event of arbitration, the losing
party shall also pay the reasonable compensation of any arbitrators therein.
7. Governing Law
This Declaration shall be governed by laws of the State of Oregon.
8. Miscellaneous
In the event any term or provision of this Declaration is found to be
unenforceable or unlawful for any reason, the remainder shall be carried into effect as
Covenants, ConditIOns & RestrIctIons and Common Mamtenance Agreement
Meyer Park Sub-drvlslOn LoIs J - J 0
though the unenforceable portion was stricken herefrom. As the context requires, the
singular includes the plural, the plural the singular and the masculine includes the
feminine and neuter. All captions used herein are solely for convenience of reference and
shall not affect the interpretation of this Declaration.
WHEREFORE, this Declaration is executed effective the date first above written.
DECLARANTs:
, President
for Springfield/Eugene HFH
STATE OF OREGON)
) SS.
County of Lane )
Personally appeared on the day and year first above written, . and
acknowledge the foregoing instrument to be his/her voluntary act and deed.
Before me:
Notary Public for Oregon
My Commission expires: _
Declaration of Easement
1. The undersigned, hereinafter Grantor( s), states that the property more
particularly described and set forth in Exhibit "A", attached hereto and incorporated
herein by reference, is hereby declared, granted conveyed and created to be a perpetual
and non-exclusive easement for access, ingress and egress, and driveway purposes.
Covenants,CondlflOns & RestrictIOns and Common Mamtenance Agreement
Meyer Park Sub-dlVlSlon Lots J- JO
2. Said easement is not personal or in gross but is appurtenant to each and every
portion of the property more particularly described and set forth in Exhibit "B" attached
hereto and incorporated herein by reference.
3. Said easement shall run with the properties herein described and shall be
binding on and shall inure to the benefit of the parties hereto, their heirs, successors or
asSIgnS.
4. Said easement is made for the purpose of complying with the Springfield
Development Code regarding the division or partition of land or any other development
of land. As such, the City of Springfield shall also have the right and standing to secure
judicial recognition and enforcement of the rights granted by this Declaration, and this
easement shall not be affected or negated by title or the merger of title of the dominant
and servient properties in a common owner.
5. Grantor (s) shall at all times, and without restriction, have the right is use the
easement for purposes not inconsistent with the easement
EXHIBIT A
PROPERTY DESCRIPTION
Meyer Park Cluster Sub-division, as platted and recorded in Book
page
Lane County Oregon Plat Records, in Lane County, Oregon
EXHIBIT B
EASEMENT PROPERTY DESCRIPTION.
See Attachment "B"
Covenants,CondlllOns & RestrlctlOns and Common Mamtenance Agreement
Meyer Park Sub-dIVISIOn Lots 1- 10
~. ~~:
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PERMIT NUMBER
GENERAL LOCA TION
OPlICATION AND PERMIT TO occuPy ~~
PEtu~ORM OPERATIONS UPON A STATE HIl:u1WAY I
See Oreg()~_~minilltra~ive Rule,~haPter 734, DIvISIon 55 I ClASS. 051 KEY#
PURPOSE OF APPLICATION
(TO ;ONSTRUCT IOPERA T_E!MAJ!'n_~!~L
O POLE TYPE MIN VERT ClEARANCE
,LINE N/A N/A
!
HIGHWI-W NAME AND ROUTE NUMBER
MCKENZIE HIGHWAY (126) _ ______
HIGHWAY NUMBER I COlfNTY
n
~URIED TYPE
I LJCABLE N/A
015 " 20 = LANE _
-BETWEEN OR NEAR LANDMARKS [ZJ PIPE TYPE
49th StREET, LINE STORM WATER
HWY REFERENCE MAP DESIGNATED FREEWAY IN U S. FOREST FEE AMOUNT
" . ~ 0 SNrOGNN-COMMERCIAL $0.00
8B-~~5 _0 YES IZl NO 0 YES ~l NO
APPLICANT NAME AND ADDRESS MISCElLANEOUS OPERATIONS AND/OR
STEVE.;JOKINEN [Z] FACILITIES AS DESCRIBED BELOW
4866';.MAIN STREET, SPRINGFIELD, OREGON 97478 'BOND REQUIRED REFERENCE' AMOUNT OF BOND
" . 0 fV1 OAR 734-55
-;:.", YES ~ NO 035(2).,___ $0.00
HYDRKULlC STUDY PROVIDED BY: BRANCH ENGINEERING INSURANCE REQUIRED REFERENCE SPECIFIED COMP DATE
310 ~i~~STREET, SPRINGFIELD, OREGON 97477 (541) 746-0637 1ZI YES 0 NO ~:~1~34-55 12/01/2005
:~, DETAIL LOCATION OF FACIUTY(For more space attach additional sheets)
MILE,
POI~r TO
MILE
POINT
. ENGINEERS
STATION TO
ENGINEERS' SIDE OF HWY OR I DISTANCE FROM
STATION ANGLE OFCROSSING CENTER OF PVMl RIW LINE
BURIED CABLE OR PIPE SPAN
DEPTHIVERT. SIZE AND KIND LENGTH
541
l'
224+94
NORTH
34'-0"
6'-0"
SEE CON:iTRUCTION I)LANS
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DESCRIPTION AND LOCATION OF NON-COMMERCIAL ,SIGNS OR MISCELLANEOUS OPERATIONS FACILITIES
~.. .~f:-':"i}~ -
PERrvi'IJ",IS FOR STORM WATER''AND'WATER QUALITY AT THE ABOVE LOCATION.
" ,
SPECIAt2ipflOVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS)
';!T~f~IC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED?
· ;'~~YES IO,AR 734-55-025(611 [ZJ NO 0 0 YES rOAR 734-55-100(21 1ZI NO (OAR 734-55-100(1)
. ~I ~~
. AT LEAST 48 HOURS BEFORE BEGINNING WORK. THE APPLICANT OR HIS CONTRACTOR SHAU NOTIFY THE DISTRICT ncrKESENTATNE
A\T,'mEPHONE NUMBER: ~ - - (541) 726.2552
16ff~J\x A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: '(541) 726-2579 SPECIFY TIME AND DATE IN THE
~P~~BElOW.
. ~'C!"lff( OF THIS PERMIT AND ALL Al;TACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION.
. ORS'i157.54 TO 757.571 REQUIRES EXCAVATORS TO LOCATE AND PROTECT AU EXISTING UNDERGROUND UTIlITIES. YOU MAY BE
HD{IABLE FOR DAMAGES. CALLI=oR UTILITY LOCATES. CALL BEFORE YOU DIG. 1-800-332-2344
di :"t;l~~T _
cO~MiNJS - ODOT USE ONLY
PE,Fr0'lGfl. PERMISSION FOR STORM V:V~TER DETENTION Af\JD WATER QUALITY WITHIN ODOT RIGHT OF WAY AS PER
PLANS,'SUBMITTED REVIEWED AND APPROVED BY ODOT HYDRAULIC DESIGN ENGINEER LUIS RIVAS P E ANY
DEVI~~.lPN FROM APPROVED PLAI..JS M~ST HAVE PRIOR APPROVAL FROM ODOT BEFORE CONSTRUCTION
0: ,~f~~;\;:, ,~'EE J--:::2'li::J"'r';;,- r,_~-::,'-- ,1:;-:.,-:: ,~Fo; -,-,;,.-~' ,';:; "\~:-:. /, ",-~!"L f., \'.1',/'1,: ;,~, >,.~:
IF THE JilROPOSED APPLICATION WllCAFFECT THE loc"AC-if6vERNMiNT, THE APPLicA-NT SHALL ACQUIRE THE LOCAL GOVERNMENT
OFFICIAU'S SIGNATURE BEFORE ACQUIRlNG'THE DISTRICT MANAGER'S SIGNATURE
----- ~- - - -~---- - ------
LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE I DATE
X'}-{'-:-- A/( 11 '_I,' ,
'llJ l::t": ./ V ,..{ T ~ ,>I )
APPP~~N.T SI~NATYRE
X' UJALit
When t~11' apptia,tlon is.;lpproved by the Department, t~ app"cant ,. IlUble':t to, accepts and approves DISTRICT MANAGER OR REPRESENTATIVE
the termsF and provIsions contained and a_~" _ .,- J and the terms of Oregon Admlntstratlve Rules.
Chapter,,734', p,vlSlon 55. which IS by this reference made a part of thIS perm.t
1,. \hi"t.,.,.,.
^~ h'i:r1 ,," ,.
734-~57(~3)
~, ~f-~
. APPUCA TION DATE
TITLE
TELEPHONE NO.
11/04/2004
PROPERTY OWNER
7z(,-t.:. ?~I
APPROVAL DATE
x
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PERMIT NUMBER
~PPlICATION AND PERMIT TO OCCU~-~R
PERFORM OPERATIONS UPON A STATE HIGHWAY
GENERAL LOCATION
See Oregon Administrative Rule, Chapter 734, Division 55 ClASS I KEYlIJ
PURPOSE OF APPUCA TION
(TO CONSTRUCT/OPERATE/MAINTAIN)
D POLE TYPE , MIN. VERT ClEARANCE
LINE
HIGHWAY NAME AND ROUTE NUMBER
McKenzie Highway (126)
HIGHWAY NUMBER COUNTY
015 20 = LANE
BETWEEN OR NEAR LANDMARKS
r-PURIED
UCABLE
TYPE
49th Street and 48th Street
HWY. REFERENCE MAP DESIGNATED FREEWAY
8b-34-25 DYES I&l NO
APPLICANT NAME AND ADDRESS
Steve Jokinen
4866 Main Street
Springfield, OR 97478
PIPE
D LINE
TYPE
IN U.S. FOREST FEE AMOUNT
DYES I&l NO D ~fb~-COMMERCIAL $0.00
MISCELLANEOUS OPERATIONS AND/OR
I&l FACILITIES AS DESCRIBED BELOW
BOND REQUIRED nutnENCE: AMOUNT OF BOND
!Z1 YES D NO :5~~34-55 $5,00000
INSURANCE REQUIRED ,-..:.-.:.-..::..CE: SPEC/RED COMP. DATE
726-67211 Cell 513-0417 !Z1 YES D NO :::5~1~5 111/06
DETAIL LOCATION OF FACILlTY(For more space attach additional sheets)
MILE MILE ENGINEERS ENGINEERS SlDE OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN
POINT TO POINT STATION TO STATION ANGLE OFCROSSlNG CENTER OF PVMl R/W LINE DEPTHNERT. SIZE AND KIND ILENGTH
5.35
221 +62
North
33'
.,
xxx
xxx
xxx
DESCRlP1l0N AND LOCATION OF NON-COMMERCIAL SIGNS OR MISCELlANEOUS OPERATIONS FACILITIES
approach at above location.
Permit for removal of existing
SPECIAt'ffioVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS)
,I :mAFFIC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED'
.,:~ YES (OAR 734-55-025(6)]' D NO . IZl YES (OAR 734-55-100121 D NO (OAR 734-55-100(1)
. AT lEAST 48 HOURS BEFORE BEGINNING WORK. THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT N:rno::.&:>>ENTATlVE
AlTilaEPHONE NUMBER: 726-2552
OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: 726-2579 SPECIFY TIME AND DATE IN THE
'sPACe BELOW
..:A ropy OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION.
. OFJS 757.54 TO 757.571 REClUIRE&EXCAVATORS TO LOCATE AND ....... i':CT ALL EXlS11NG UP",.,.:""...,.". UND UTIUT1ES YOU MAY BE
, HM UABLE FOR DAMAGES. CALL FOR unUTY LOCATES. CALL BEFORE YOU DIG. 1-800-332-2344
',lj.",
COMMENTS - ODOT USE ONLY
Pr=RM-rT & PERMISSION FOR REMOVAL OF EXISTING APPROACH AND REPLACE WITH SIDEWALK WITHIN ODOT RIGHT
OF'W,AY WORK TO INCLUDE SAW CUTTING GUTTER BAR AND CURB
?FE REVERSE SfDF or:; Tff!C: 8UFET FnR GNIFr-?AL ~~ r:;PF.:C!Al, PP0Vl'):nN','
IF THE PROPOSED APPliCATION WILL AFFECT THE LOCAL GOVERNMENT, THE APPliCANT SHALL ACQUIRE THE LOCAL GOVERNMENT
OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE.
LOCAL GOVERNMENT OFFICIAL SIGNATURE TITlE
XI~- AA/4
APPLICANT SIGNATURE APPlICA nON DATE
X rJ:J; / /L 219/04
Whenthea,..':" :.!flu"". ,J \tv tho l..,.. "Ih....ppbcant tsllUbJect to,. ---",,- _""" DISTRICT MANAGER OR REPRESENTATIVE
thetenml _proVl8lOIl8C01'1bl~_ ...1 ..1: IInd the tenmlof Oregon AdrmR...., . RuIelt,
Chepter 734. DovI8IOn 65. whsc:h IS by this reO'... _, rneds II part of ttllS permIt.
DATE
TITLE
TELEPHONE NO.
APPROVAL DATE
x
734-3451(5-03)
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All of the following described tract lylng South of the Westerly mension of the South line of
North "At> Street:
Beginning at a point on the North line of the A. W, Hammitt Donation Land Claim No 38,
Township 17 South. Range 2 Woat of the Willametto Meridian, 10,51 chains East of the
Northwest comer of said claim; thence South parallel to the West line of said claim 1216,76 feet,
morc or leas to the North line of the right-of-way of the McKenzie HiJhway; thence South 890
44' East al0118 said highway 173.415 feet; thence North 1217.66 feet, more or less, to the North
line of said Claim No, 38; thence West 173.415 feet to the Place ofBeginni"g. in Lane County,
Oregon.
EXCEPTING TIlBREFROM a parcel beginning at a point being East 693.66 feet from the
Northwest comer of the A W. Hammitt Donation Land Claim No. 38. Township 17 South,
Range 2 West of the W'illamctte Meridian; said point being on the North line of said Donation
Land Claim; thence aloll8 the North line East 173,42 foot; thence leaving said North line South
921.55 feet; thence West 173.42 feet parallel to the said North line; thence North 753,55 feet,
thence West 173.42 feet parallel to the said North line; thence North 921.55 feet to the Point of
Beginning. in Lane County, Oregon.
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THE 10RTH EIun.... FL.... or TBI FOLLOWlRG DE.f4CRIIID rIOrD1'Y:
All oftbe following described tract lying South of the Westerly extension of lhe South line of
North "A" Street'
Beginning at a point on the North line of the AW, Hammitt Donation Land Claim No, 38,
Township 17 South, Range 2 West of the WiIlamette Meridian, 10 51 chai os East of the
Northwest corner of said claim; thence South paranel to the West line of said claim 1216 76 feet,
more or less to tl.e North line of the right-of-way of the McKenzie Highway, thence South 890
44' East along said highway 173.415 feet; thence North 1217.66 feet, more or less, to tbe North
line of said Claim No. 38; thence West 173.415 feet to the Place of Beginning, in Lane County,
Oregon,
EXCEPTING THEREFROM a parcel beginning at a point being East 693.66 feet from the
Northwest corner of the A.W. Hammitt Donation Land Claim No. 38, Township 17 South,
Range 2 West of the Willamette Meridian; said point being on the North line of said Donation
Land Claim; thence along the North line East 173.42 feet; thence leaving said North line South
921.55 feet; thence West 173,42 feet parallel to the said North line; thence North 753,55 feet;
thence West 173.42 feet parallel to the said North line; thence North 921 55 feet to the Point of
Beginning, in Lane County, Oregon,
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BRANCH OFFICE
1509 WlllAMETTE ST, . EUGENE, OR 97401
P.O. BOX 10211 . EUGENE, OR 97440
PHONE: 541.687.9794
FAX: 541.687.0924
MAIN OFFICE
1570 MOHAWK BLVD · SPRINGFIELD, OR 97477
P.O. BOX 931 . SPRINGFIELD, OR 97477
PHONE: 541,741.1981
FAX: 541.741.0619
t::.
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2nd SUPPLEMENTAL TITLE REPORT
August 18, 2005
ELT-47155
Krush & ASSOCiates Estimated Premium for:
54 Centennial Loop PARTIAL BILLING $200.00
Eugene, Oregon 97401
Attn: Marv Krush ADDITIONAL CHAIN $100.00
Dear Marv: TOTAL $300.00
We are prepared to write Title Insurance coverIng the following described premises to-Wit'
SEE ATTACHED
Showing fee simple title as of August 11,2005, at 8:00 a.m., vested in:
G. STEPHAN JOKINEN AND TERI L. JOKINEN,
husband and wife (as to Parcell), and
SPRINGFIELD-EUGENE HABITAT FOR HUMANITY
(as to Parcels 2 and 3)
Subject to the usual printed exceptions, and
1. 2005-2006 Taxes, a lien not yet due or payable.
2. Taxes, Map No. 17-02-32-41-00300, Code 19-00, Account No. 1667052,2004-2005, a lien
in the amount of$1,805.39, plus interest is unpaid. (Parcell)
3, Agreement, including the terms and provisions thereof, by instrument Recorded May 21,
1999, Reel 2551R, Reception No. 99-045884, and Re-Recorded June 1, 1999, Reel 2555R,
Reception No. 99-048681, Lane County Oregon Records. (Affects Parcel 3)
4. Easement Agreement, including the terms and provisions thereof, by instrument Recorded
September 8, 1999, Reel 2588R, Reception No. 99-077683, Official Records of Lane County,
Oregon. (Affects Parcell)
CONTINUED
TiTlE INSURANCE SERVICES . ESCROW ClOSINGS
"IN OUR BUSINESS, YOU MATTER MOST"
www evergreenlandtitle,com
ELT - 47155
Page 2
5 Deed of Trust, including the terms and provIsIOns thereof, executed by Teri L. Jokinen, as
Grantor(s), to Valley West Escrow, as Trustee, for the benefit of Prudential Preferred
PropertIes, as Beneficiary, Dated January 30, 2004, Recorded February 4, 2004, Reception No
2004-007598, Official Records of Lane County, Oregon, given to secure payment ofa Note for
$4,000,00, (Affects a portIOn of Parcel 1)
6 Ingress and Egress Easement as contained in Bargain and Sale Deed Recorded Apnl 2,
2004, Reception No, 2004-023666, Lane County Oregon Deed Records. (Affects Parcell)
7, Private Irrevocable Joint-Use Storm Water, Utility and Maintenance Easement as contained
in Deed Recorded September 16, 2004, Reception No, 2004-072450, Lane County Oregon
Deed Records. (Affects Parcels 1,2,3)
8. Private Utility Easement Agreement as contained in Deed Recorded September 16, 2004,
Reception No. 2004-072451, Lane County Oregon Deed Records. (Affects Parcels 1 and 3)
9, Private Use and Landscape Easement Agreement as contained in Deed Recorded September
16,2004, Reception No, 2004-072452, Lane County Oregon Deed Records (Affects Parcels 1
and 3)
10, Deed of Trust, including the terms and provisions thereof, executed by G, Stephan Jokinen
and Teri L. Jokinen, husband and wife, as Grantor(s), to Evergreen Land TItle Company, as
Trustee, for the benefit of Brandt Financial Services, Inc., as Beneficiary, Dated December 17,
2004, Recorded December 20,2004, Reception No, 2004-096427, Official Records of Lane
County, Oregon, given to secure payment of a Note for $14,747.17 (Affects a portion of
Parcell)
11 Improvement Agreement and Application for Sewer Hookup, includmg the terms and
proviSIOns thereof, between G. Stephan Jokinen and Teri L. Jokinen, and the City of
Springfield, by instrument Recorded December 30, 2004, Reception No. 2004-099063, Lane
County Oregon Records, (Affects Parcels 1,2,3)
NOTE: Taxes, Map No. 17-02-32-41-00302, Code 19-00, Account No. 1645025,2004-2005,
$1,097.60, paid m full. (ParceI2)
Taxes, Map No. 17-02-32-41-00303, Code 19-00, Account No. 1667060,2004-2005, $530.18,
paid in full, (Parcel 3)
NOTE: A JUDGEMENT/LIEN SEARCH was done for the name(s) G, STEPHAN JOKINEN
AND TERI L. JOKINEN, SPRINGFIELD-EUGENE HABITAT FOR HUMANITY, and as of
August 11, 2005, none were found.
NOTE: As of August 11, 2005, there are no liens for the City of Springfield.
CONTINUED
ELT - 47155
Page 3
NOTE: SUPPLEMENTED TO UPDATE REPORT AND REMOVE TERMINATED
EASEMENT NO, 99-077682.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
By:
\C~~~~_~
Kimberly A. Ditlefsen
Title Department Manager
CC: Steve Jokinen
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE OF $230 00 WILL BE CHARGED,
.r
ELT - 47155
Page 1 of3
Legal DescriptIOn
PARCEL 1:
All ofthe following described tract lying South of the Westerly extension of the South line of
North "A" Street:
Beginnmg at a point on the North line ofthe AW. Hammitt Donation Land Claim No, 38,
Township 17 South, Range 2 West of the Willamette Meridian, 10.51 chams East of the
Northwest comer of said claim; thence South parallel to the West hne of said claim. 121676
feet, more or less to the North line of the right-of-way of the McKenzie Highway; thence South
89044' East.along said highway 173.415 feet; thence North 1217,66 feet, more or less, to the
North lme of said Claim No. 38; thence West 173.415 feet to the Place of Beginning, in Lane
County, Oregon,
EXCEPTING THEREFROM a parcel beginning at a point being East 693.66 feet from the
Northwest comer of the A.W. Hammitt Donation Land Claim No 38, Township 17 South,
Range 2 West of the Willamette Meridian; Said point being on the North line of said DonatIon
Land Claim; thence along the North line East 173.42 feet; thence leaving Said North line South
921.55 feet; thence West 173.42 feet parallel to the said North line; thence North 921 55 feet to
the Point of Beginning, in Lane County, Oregon.
ALSO EXCEPTING THEREFROM the North 80 feet thereof as conveyed to Spnngfield-
Eugene Habitat for Humanity by Bargain and Sale Deed, Recorded June 28, 2000, Reception
No. 2000-036830, Lane County Oregon Deed Records
ALSO: Beginning at a point on the North line of the AW. Hammitt DonatIOn Land Claim No
38, Township 17 South, Range 2 West of the Willamette Meridian, 10.51 chains East of the
Northwest comer of said Claim, thence South parallel to the West line of said Claim 1216,76
feet, more or less, to the North line of the right-of-way of the McKenzie Highway; thence
leaving said North line North 00 18' OS" East 214.86 feet to the True Point of Beginning;
thence North 00 18' 05" East 10.14 feet; thence South 890 44' 00" East 173,08 feet to the
Westerly boundary of MIRANDA, as platted and recorded in File 73, Slide 93, Lane County
Oregon Plat Records; thence along said Westerly boundary South 00 18' 21" West 10,14 feet;
thence leaving said Westerly boundary North 890 44' 00" West 173.08 feet to the True Point of
Beginning, in Lane County, Oregon.
CONTINUED
"
;;-
ELT - 47155
Page 2 of3
Legal Description
PARCEL 2:
All of the following described tract lying North of the Westerly extension of the South line of
North "A" Street:
Beginning at a point on the North line of the A.W. Hammitt Donation Land ClaIm No. 38,
Township 17 South, Range 2 West ofWillamette Meridian, 10.51 chains East of the Northwest
comer of saId claim; thence South parallel to the West line of SaId claim 1216 76 feet, more or
less to the North line of the right-of-way of the McKenzie Highway, thence South 890 44' East
along said highway 173.415 feet, thence North 1217.66 feet, more or less, to the North line of
said claim No. 38; thence West 173.415 feet to the Place of Beginning, in Lane County,
Oregon,
EXCEPTING THEREFROM a parcel beginning at a point being East 693,66 feet from the
Northwest comer of the AW. Hammitt Donation Land Claim No. 38, Township 17 South,
Range 2 West of the Willamette MeridIan; said point being on the North line of said Donation
Land Claim; thence along the North line East 173.42 feet; thence leaving said North line South
753.55 feet; thence West 173.42 feet parallel to the said North lIne; thence North 753,55 feet to
the Point of BegInning, in Lane County, Oregon.
PARCEL 3:
The North eighty feet of the following described property:
All of the following described tract lying South of the Westerly extension of the South line of
North "A" Street:
BegInning at a point on the North line of the AW. Hammitt Donation Land Claim No. 38,
Township 17 South, Range 2 West of the Willamette Meridian, 10.51 chains East of the
Northwest comer of said claim; thence South parallel to the West lIne of said claim 1216.76
feet, more or less to the North line ofthe right-of-way ofthe McKenzie Highway; thence South
89044' East along said highway 173.415 feet; thence North 1217.66 feet, more or less, to the
North line of said Claim No. 38; thence West 173.415 feet to the Place of Beginning, in Lane
County, Oregon.
EXCEPTING THEREFROM a parcel beginning at a point being East 693 66 feet from the
Northwest comer ofthe AW. Hammitt Donation Land Claim No. 38, Township 17 South,
Range 2 West of the Willamette Meridian; said point being on the North line of said DonatIon
Land Claim; thence along the North line East 173.42 feet; thence leaving said North line South
921.55 feet; thence West 173.42 feet parallel to the said North line; thence North 921.55 feet to
the Point of Beginning, in Lane County, Oregon.
CONTINUED
. ..
EL T - 47155
Page 3 of3
Legal Description
PARCEL 3: continued...
(
ALSO EXCEPTING THEREFROM: Beginning at a point on the North line ofthe A.W
HammItt DonatIOn Land Claim No. 38, TownshIp 17 South, Range 2 West of the Willamette
MeridIan, 10.51 chains East of the Northwest comer of said Claim; thence South parallel to the
West line of said Claim 1216.76 feet, more or less, to the North hne ofthe nght-of-way ofthe
McKenzie HIghway; thence leaving saId North line North 00 18' OS" East 21486 feet to the
True P.oint of BegInning; thence North 00 18' OS" East 10.14 feet; thence South 890 44' 00"
East 173.08 feet to the Westerly boundary of MIRANDA, as platted and recorded in File 73,
Slide 93, Lane County Oregon Plat Records; thence along said Westerly boundary South 00 18'
21" West 1 0.14 feet; thence leaving said Westerly boundary North 890 44' 00" West 173 08
feet to the True Point of BegInning, in Lane County, Oregon.