HomeMy WebLinkAboutApplication APPLICANT 7/8/2009
ShelterCare Admin
Fax;S41-686-03hO
Jan 20 2009 12;SOpm P002/00S
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,oty of Springfield .
Development Services Department
225 Fifth Street
Springfield, OR 97477
Fee Waiver
Non-Profit Affordable Housing Providers
Applicant Name: Susan Ban
Company: ShelterCare Fax: 541-686-0359 '1'
IAddress: PO Box 23338, Eugene, OR 97402
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Icompany: Delaney Berqsund . Fax: 541-683-1136
IAddress: 1369 Olive St. EU\Jene, OR 97401 I
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.!company: Sprinqfield Church of the Brethren Fax: I
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IASSESSOR'S MAP NO: 17-03-36-41 I !::;;:,~T 4600,4700,4800,4900 J
!Propertv Address: 1062-1096 M,!in Street, SprinC)field Ore,Qon '1
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Fee Waiver: Applicable land use application fees for affordable housing may be waived by the
Director in order to encourage the construction of affordable housing.
Affordable housing as defined below shall be either newly constructed rental or
home ownership units,
Land Use Application Case No.
Affordable housing category that applies.to the project:
[] Rentat units rented to households with incomes below 60% of a~ea median
income (AMI), as determined by the Department of Housing and Urban
Development (HUD) income limits in effect at the time of submittal.
o Home ownership units sold to households with incomes below 80% of area
median income (AMI), as determined by the Department of Housing and Urban
Development (HUD) income limits in effect at the time of submittal.
The undersigned acknowledges that the information included with this application is correct and accurate.
Applicant:
~M... / fr: ~ ___
Signature
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Print: Susan Bi!ln,
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. l Jut - a 2009
or
Date: January 20, 2009
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Revised 1/1/08 Molly Markarian
Original Submittal
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Division of Chief Depuly Clerk
Lane Counly Deeds and Records:
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111111111111111111111111111111111'11111111111111 $51,00
0105;116200900125310060163
03/12/200901:49:23 PM
RPR-REST Cnl=l Sln=6 CASHIER 07
$30,00 $10,00 $11,00
I Date Received:
f:
I JUL - 8 2009
Original Submitt""
:3/111101 -
Date Received:
Planner: MEM
A'-TER RECORDING
LJ'Hf.-L K<U2AJ
;p'(f l?7oy. 2?>?1-?~
&:vr,-tL on y 7t/OL
DECLARATION OF RESTRICTIVE COVENANTS
CITY OF SPRINGFIELD DEVELOPMENT CODE SECTION 2.1-135B. & C.
FOR NON-PROFIT AFFORDABLE HOUSING PROVIDER
'IRNTO:
THIS DECLARATION OF RESTRICITVE CONVENANTS ("Declaration") dated
February 2.10 ,2009 by Springfield Church of the Brethren, an Oregon non-profit
, corporation, owner of the real property more particularly described and set forth in
Exhibit A and ShelterCare, an Oregon non-profit corporation, Lessee of the real property
more particularly described and set forth in Exhibit A attached hereto and their
respective successors and assigns ("Grantors"), is given as a condition precedent to the
, waiving of certain City of Springfield development fees by the City of Springfield, a
municipal corporation of the State of Oregon ("City") in consideration for the provision
of affordable housing pursuant to Springfield Development Code, Section 2.1-135B. &
C. together with any successor to its rights, duties and obligations.
RECITALS:
WHEREAS, Grantor, Springfield Church of the Brethren, is the owner of the real
property more particularly described and set forth in Exhibit A attached hereto and
incorporated herein by reference.
WHEREAS, Grantor, She!terCare, is leasing from Grantor; Springfield Church of
, the Brethren, the real property more particularly described arid set forth in Exhibit A
under a 50 year lease with an option to extend for an additional 25 years.
WHEREAS, ShelterCare is constructing a 16 unit apartment building for very low
income adults with chronic mental illness on the real property more particularly
described and set forth in Exhibit A.
WHEREAS, the project has received HUD 811 funding which stipulates that the
units must be rented to households qualifying for less than 50% of the area median
income;
WHEREAS, the real property more particularly described and set forth in Exhibit
A are currently known as 1082 and 1096 Main Street but may receive new addresses
when the apartment building is constructed;
WHEREAS, an application has been made for fee waiver from City of Springfield,
Development Code fees including, but not limited to, a Development Issues Meeting,
Site Plan (pre-submittal and submittal), property line adjustment and other planning
fees associated with this development; II I
Date Received: ~ (, ,J!j
Plann'5:aM~ceived:
DECLARATION OF RESTRICITVE COVENANT, CITY OF SPRINGFIELD JUL - 8 2009
Original submittOlI
WHEREAS, in order to qualify for waiver of the development fees as specified in
Springfield Development Code, Section 2.1-135B. & c., Grantors hereby agree as
follows: '
DECLARATIONS:
NOW, THEREFORE, in consideration of the Recitals set forth above which are
expressly made a part of this Declaration and in consideration of the promises and
covenants hereinafter set forth and other valuable consideration including, but not '
limited to, the waiver of Springfield development fees as provided herein, Grantors and
City agree as follows:
,
1. A 16-unit apartment building for low income adults is being constructed on the
real property more particularly described and set forth in Exhibit A which will be rented
to households with incomes below 60% of the area median income as determined by
, the Federal Housing and Urban Development (HUD) income limits in effect at the time
of execution of this document.
2. Grantor ShelterCare qualifies as a non-profit corporation under Section 501C(3)
of the Internal Revenue Code. .
3. Upon request of City, Grantor ShelterCare will provide documentation that the
housing meets appropriate standards regarding household income, rent levels and
number of units.
4. Grantor ShelterCare will provide at the request of City adequate documentation
that the housing shall remain exclusively available to low income adults at the
affordable rents for five years. In the event that the use of the property is no longer
for low income housing, the Grantors shall pay the waived development fees from
which Grantors were exempt. "
5. The terms and conditions of this Restrictive Covenant are perpetual, shall run
with the land and shall be binding upon the heirs, successors and assigns of Grantors
and all subsequent owners of the real property more particularly described and set forth
in Exhibit A;
,6. If either Grantor or the City of Springfield brings an action regarding or to
enforce this Agreement, the prevailing party in such action shall be entitled to recover;
its attorneys' fees and court costs, at arbitration, trial and on appeal.
7. This Agreement shall be recortl~fs ~e Ci~ od.Springfieldiri the real property
records of Lane County, Oregon., ecel e . ,
", . " JUL - 8 2009 ' Date' ReceIVed:~
, ' Original Submittal Planner: MEM '
DECLARATION OF RESTRICTIVE COVENANT, C1 I Y ur-'::'t'K1I~GFIELD .
SPRINGFIELD CHURCH OF
THE BRETHREN:
SHEL TERCARE:
a"~'I'P.' (;ffiA> &;,Ai~ '
By: M J\:,\ E,KP.("l-tO("'iV
Its: Choir, OVPKi3f't-rhmril
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By: ~~/).V\ A. 't5o.-~
Its: 6tl'clJ-.k\\l1'" 'l)~('l"c:.tuY
CflY OF SPRINGFIELD:
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By: 6, I-t" '~/^^ A'(d..-
Its: ~ ,{II I'AA,J{ ASJ;:oCl ' .
f '!>().!o,
STATE OF OREGON)
) 55.
County of Lane )
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DATE: 2. J ,\ I (.)'1--
LEGAl. COUNSEL
Personally appeared the above named A U.\A F. \[0 u \-0'1"<' '\ as
('\..f\ "x '1">.:l{) II 'Su:.l. t" CQ,J<,>.t.\ \ for The Springfield Church of the Brethren and
acknowledged the foregoing instrument to be his/her voluntary act and deed on this
.2l.." day of February, 2009.
~~~~:4~-1
l~~~~:~_____________
(~~ Ce\'~~
Notary Public for Oregon
My Commission Expires: S- "2- - \ D
STATE OF OREGON)
) 55.
)
Date Received:
County of Lane
JUL - 8 2009
Personally appeared the above named ~. '&.""- ~"'-
,E>c.e,N'hu", "C\{lGc ~ for ShelterCare and acQ\"isJ.iI1e~~r1l!R\!l'
foregoing instrument to be-ftisih~ voluntary act and deed on this ':2. ~ day of
February, 2009.
as
9----. ~ "'o~,c;;'CSeM.---"11 In:::,\ .- '. Co~,-,-
? LESLIE COHEN "
.~' '} NOTARY PUBUC-ORF.GON Notary Public for Oregon
, "..'./ COMMISSION NO, 405575 My Commission Expires: S. . z. \0
MY COMMISSION EXPIRES MAY 2, 2010
,,----------------.--- .-2:1 J
Date Receivect:~ I II , 01
DECLARATION OF RESTRICTIVE COVENANT, CflY OF SpRij{j~bMEM
. ....
STATE OF OREGON)
.) ss.
County of Lane )
{\\Qo1t,~
Personally appeared the above named (;mu h,n.:IV~CL- as
rj:~ ~<t4'~ ' for the City of Springfield and acknowledged
the fo~egoing instrument to be his/her voluntary act and deed on this.~w:l day of
F€9nJ3ry,2009.
,-----,-. """~\'
y.>:=-"'~--- "~FFlCiALSEAL
tULlE M WILSON
~,. NClTARY PUBLIC, OREGON
'", i 'COMMiSSiON NO, 397943
~. MfcOMMISSIONExpmE.:>~T4,2~...-"
\-... ---~. '".- ~--
~_c.' _o.u
(l/LL.:e t~. WLV\t/\t--
Notary Public for Oregon
My Commission Expires: jQl --II oot
N:\City\Housing\Affordable Housing\Dedaration Of Restrictive Covenants'Sneiter Care,Docx
Date Received:
JUL - 8 2009
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Original Submit'''''
Date Rece'ved:~l 0 i
Planner: MEM
DECLARATION OF RESTRICllVE COVENANT, CITY OF SPRINGFIELD
..-.
Exhibit A: Legal Description of the Property
'" Beginning at a point which is 360 feet east of a point that is 94,57 feet south 400 40'
east from a point los,2 feet north of the southwest corner of the Paul Brattain
donation land claim no, ,63, in township 17 south, range 3 west of the Willamete
Meridian, running thence east 60 feet, more or less, to the monument which marks the
southeast corner of block 7 of Brattain's add on to Springfield, Lane County,
Orego~, as platted and recorded in book 9, page 6, Lane County Oregon plat records
before same was vacated; thence north 196.3 feet; thence west 60 feet; more or less to
a point due north of the beginning point; thence south 196.3 feet to the place of
beginning, in Lane County, Oregon excepting; that portion of the above-described premises included in
that cenain deed wherein Paul Hadley and Pearl Hadley, husband and wife, were grantors,and the town
of Springfield, was grantee, registered in book 14, page 480, oftbe certificate of
registered titles, reception no, 3474, in Lane County, Oregon, "
Tax Parcel Number; 0316842
"
Date Received:
"J'"
,
JUL - 8 2009
Original submittal
Date Received:~
Planner: MEN!
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[City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
Site Plan Review Pre-Submittal: l ~ Major Site Plan Modification Pre"Submittal: !:J
ISite Plan Review Submittal: Major Site Plan Modification Submittal: P-
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Applicant Name:
Icompany:
Address:
IAPPlicant's Rep.:
Icompany:
Afiya Apartments, Inc
Phone:: 686-1262
c/o Shelter Care
Fax:
P,O, Box
OR 97402
Anne DeLaney
, Phone:"
IF~X:
683-8661
Bergsund DeLaney Architecture & Plannin,g p,c.
683,1136
1
I
IAddress: 1072 Main Street, Springfield, OR 97477 I
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ASSES~O~'S ~~~ N.O: nI7_03:3~'41 .- -- I~A~ ~OT NO;~): 4600 470'04800-4~~' .'." " .
I Property Address: 1062 Main Street, 1072 Main Street. 1082 Main Street 1
ISize of Property: .29 Acres !2J ' Square Feet D II
I Proposed Name of Project: ' Afiya Apartments '
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'Description of ,If you are filling in this form by hand, please attach your proposal description t? this appli~ation, , I
Proposal: Attached '
I Existinq Use: Residential, Church, Small Retail j
!New Impervious Surface Coverage (Including Bldg, Gross Floor Area): ~6"'o sf I
Si~ natures: ~Iease siqn a~d print vour name and date in th.e appropriate box on the next Da2e.
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Property Owner: Soringfield Church of Brethren- I Ph~ne:' 746-2278
Icompany: IFax:
Associated A!Jplications:
Ipre-SUb Case No.: PRrWoq'DOOn
lease No~fLLlOo1----0(f) 2- q
I .- VrL817-f)ffr'h()-;;
Application Fee: $ , ~
Signs: (
D~te: 1/ d()rR~viewecl by; 't.. 11Jj C I
Date: 1/ ~) D ~ I Reviewed by: I)
ITechniC;~1 fe~ $'. e-f5'[postage Fee::p C'-
! UC'II't: F(\;:I,;l:llveo;. .
TOTAL FEES: $ ~ ' ! .. pROJECT NUMBER: PLY 10f)7'-OC/J70
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1 of 10
Revised 1/1/08 Molly Markarian
Original Submittal
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Owner Signatures
This application form is used for both the required pre~submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process, An application without the Owner's original signature wiH not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the
Pre' Submittal Meeting, .
~,Q;
'Signature ~
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Print 0
Date:
f2 r fZo8?
Submittal
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 applicatioD with the' information as
submitted. This 'statement serves as written notice pursuant-to the ,requirements of ORS 227.178 pertaining-to a
complete application.
owner/9~ J ~
Signature .
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Print
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Date:
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Date Received:
, . JUl ., 8 2009
Original Submittal
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Revised 1/1/08 Molly Markarian '
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Description
CTY Site Plan Review
Postage Fee Type II ' $160
+,5% Technology Fee
-
s;1 Tidemarklformslcasefees I,rpt
Trans
Code
1225
1299
2299
Fees Associa ted \',.'...
Case #: DRC2009-0\',_9
1072 MAIN ST
SPRINGFIELD CHURCH OF THE
BRETHREN'
Revenue Date Calculated
Account Number Calculated By
100,00000-425002 7/8/2009 EM
100,00000,425505 7/8/2009 EM
100,00000,425605 7/812009 EM
. Original
Amount
0,00
0,00
0,00
Total Due;
Date Received:
JUL - 8 2009
Original Submittal
Page I of I
7/8/2009
II :32:04AM
Amount
Due
0,00
0,00
0,00
$0,00
would
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PEACE
SPRINGFIELD CHURCH OF THE BRETHREN
1072 MAIN 51 5PRINGFIELD,OR 97477 (541) 746-2278
July 5, 2009
Molly Markarian
City of Springfield
225 Fifth Street
Springfield, OR 97477
Dear Ms. Markarian:
This letter is to verify that the Springfield Church of the Brethren gives
permission to Afiya Apartments, Inc, to develop a sixteen unit apartment
complex, known as Afyia Apartments, on its property located at 1062 Main
Street in Springfield, OR as proposed in the attached Site Review application #
2009-0017,
Sincerely,
<'
~Vn. ~-
Ann Eikenberry, Chair (
Oversight Council
A-- A ;(A,~
Dale Seese, Recorder
Oversight Council
Springfield Church of the Brethren
1072 Main Street
Springfield, OR 97477
I
i
Date Received:
JUl - 8 2009
Original Submittal
\'
Site Review Submittal Application July 6, 2009
Site Review Narrative
Afiya Apartments ,
Map 17 03 35.41 Tax lots: 4600,4700,4800,4900 (Subject Property is Tax lot 4700)
1082 Main Street (Address of Subject Property)
Springfield, OR
Project Description,
Afiya Apartment, Inc is proposing to develop a three-story, multi,unit supportive housing complex, The
project is funded through a Federal HUD 811 program with additional funding through the City of
Springfield and Oregon Housing and Community Service, ShelterCare; lnc, is the sponsor for the project
and it will be managed through ShelterCare's Brethren Housing program, which currently occupies part
of the site, The new building will provide sixteen (16) I-bedroom affordable units that will serve low
income individuals, The building will include amenities including a multi-purpose room, resident's game
room, shared laundry, and management offices,
Site Description
The project site is located on Main Street, adjacent to The Springfield Church of Brethren (SCoB) and the
existing Brethren Housing (BH) residential units and offices, It is zoned Mixed Use Residential (MUR),
The proposed building is located on tax lot 4700, whose configuration will be adjusted through a
concurrent Property Line Adjustment Application that\vill facilitate future re-development of the
remaining parcels of the site, Access to the re-configured site will be guaranteed via a shared private
driveway by an irrevocable joint use/ access agreement. All tax lots (Tax lots: 17-03.35-41 parcels 4600,
4700,4800 and 4900) will continue to be owned by SCoB, This parcel will be leased by Afiya
Apartments, Inc, from the SCoB for a minimum of 50 years {with 25 yr extension), Based on the new lot
size of ,29 acres, the density of the project will be 55A units per acre,
The project site is bordered by a combination of existing commercial, institutional and multi-family uses
to the east and west and single-family homes across a public alley to the north, It is flat with several
significant trees that will be removed as part of the project. It does not contain any jurisdictional
wetlands, The site is served by public sanitary line and overhead electrical power in the alley, as well as
public water and stonn lines in Main Street.
Review Processes
Based on land use requirements for MUR zone, site characteristics and proposed features of the project,
the following Type II applications and permits are necessary for development approval:
Site Review
Property Line Adjustment
Tree Felling Pennit
ODOT Right of Way Driveway Permits
Applicable Development Standards Site Review Design Criteria and Standards
Following is a'brief description of how the proposed design for the project addresses the Site Review and
Development standards of Chapters 3, 4, and 5 of the current Springfield Land Use Code,
Date Received:
JUL - 82009
Afiya Apartments ~ Site Review Application Submittal
7/1/09
Original Submittal
Page I 0[8
Section 3.2 600 Mixed Use Zoning
3,2-605 Establishment of Mixed Use Zonin!! Districts
The development site is composed of a single tax lot parcel that is zoned Mixed Use Residential
(MUR) which is intended where a mix of medium and high densitY and commercial uses is
intended,
3,2-610 Schedule of Use Cate!!ories
Our proposed use of 100% multi-family residential is a pennitted use within MUR zone,
3.2-615 Base Zone standards ner Table 3.2-615 and 3.2-215
3.2-625 Mixed Use Develonment Standards - General
A. Buildin!! Desi!!n Standards -,Multi,family standards prevail
B. Buildin.. Orientation and Setbacks - Multi,family standards prevail
C. Weather Protection Not applicable
D. Landscanin!! and Screenin!! Multi,family standards prevail
E. Street Connectivity Not applicable
F. Neiehborhood C::omoatibilitv
1. Architectural comoatibilitv: The gable roof fonn, lap siding, window
proportion and trim of the building are residential forms and materials
that can be seen in the existing LDR neighborhood,
2, Liehtine: Lighting fixtures visible from the LDR uses are mounted on
the building at 12 ft. above grade and are low cut off so as not to produce
glare on adjacent properties,
3, Site Obscurin.. Landscanin!!: The LDR lots adjacent to the property
have existing site obscuring fences or accessory buildings facing the
alley, Trees will be planted in the landscape islands on each end of the
alley parking,
4, Mechanical Eauinment: Mechanical Equipment located along the alley
is screened by landscaping as required,
G. Pedestrian Amenities Not applicable
Date Received:
JUL - 8 2009
Afiya Apartments - Site Review Application Submittal
7/1/09
Original Submittal
Page 2 of8
3.2-630 Mixed Use Develonment Standards - Snecific to MUR ner 3.2-630 (0
I Standard
I Min, Residential Use
I Min, Density if all residential
I Max, Density
I 3.2-240 (Muiti,family standards)
, Requirement
80%
20 units/ acre
None
Meet all
Pro,ject Proposal,
100%
55 A units /acre
Complies ( see below)
3,2-240 Multi-Unit Desilln .Standards
Building orientation:
The project site does not have direct frontage along a public street. However, the shared
driveway access is designed to function as a private internal street. The lobby and courtyard
entrances for the building are oriented toward this internal street.
Building Form:
The proposed building meets the criteria for building fonn standards as follows:
. Continuous Horizontal Distance
Each of the facades ofthe building is less than the maximum 120 lineal feet. The longest
fal'ade, which faces the alley and the LOR zone, is 89 ft, long,
. Roofs
The proposed roof is a gable fonn with a 6: 12 pitch, Overhangs are 18-24 inches deep,
. Windows and Doors on front fa,ade
The overall wall area of the front fal'ade is 2170 sfand the breezeway, window and door area
is 375 sffor a total percentage of 17,2 %, Doors and windows on all facades will be trimmed
out with a 4-inch wide trim as shown on the elevations, '
. Garages
Not applicable
. Exterior Design Features
The exterior ofthe building uses bays (floor plan extensions of 2ft depth) and otT sets and
breaks in the roof to articulate the facades, In addition, the siding pattern varies to provide
texture, detail and color accents,
Transition and Compatibility between Multi-Unit and LDR Development:
The proposed project is adjacent to LOR only on the northern property line of the site, All other
adjacencies are Community Commercial.
. Front Yard Setback
Not applicable
. ButTer Between multi-unit development and LDR property line Date Received:
Afiya Apartments - Site Review Application Submittal
7/1/09
JUJ - 8 2009
Page 3 ors
Oricinal Subrr;!ttr:!
A buffer of25 ft, along the north property line does not apply because there is a public
right-of-way (the alley) between the project site and the LDR zone, ,
. Building Height:
The primary building is 32'-4" to the mid,point of the roof, The face of the building is 46 ft,
from the LDR property line, including the width of the alley,
. Maximum Length:
The primary structure is 46 ft, from the LDR property, but is only 89 ft, in overall length,
Storage:
Bulk storage areas are provided for all the units, either near the entry or within the unit. Each
storage area encloses at least 184 cf and provides sufficient space for individual, secure bike
, storage for each dwelling unit, as well as the 1'12 cfbulk storage required by the standards,
The trash and recycle area is located adjacent to the project site and will be shared between the
existing church and residential uses and the new dwelling units, It will be an enclosed building
facing the shared access drive or the alley, (To be detennined with vendor) It is located 12 ft,
from the alley right-of-way, and exceeds the 25 ft, min distance from an LDR property line, It is
screened from the alley as shown on the landscape plan, The transfonner is proposed in the
northeast corner of the site, subject to SUBs approvaL It will be screened with landscape as
indicated on the landscape drawings,
Open Space:
Based on the population who will live at the project and the owner's goal to create a
supportive living environment through community interaction and strengthening of social
skills, we are proposing to omit private open for each of the units, Instead, we are providing
shared indoor and outdoor community spaces to facilitate and promote an enhanced sense of
community, The common open space requirement for the project is calculated on 10% of
12,576 sf of gross site area because the density exceeds 30 units per acre, The total required
area of 1258 sf can be a combination of yards, common open space and private open space,
Not including setback areas, we are providing approximately 1750 sf of usable indoor and
outdoor community space for the residents - two times the minimum required open space for
a project of this density,
Landscaping, Fences and Walls
. Area
The landscape design consists of a balance of lawn, planting beds (ground cover, shrubs and
perennials), and trees. Of the 3700 sf of pervious area, approximately 75 % will be planting
beds consisting of ground cover, shrubbery and trees,
. Planter Strips
Not Applicable
. Street Trees
Not Applicable
. Fences
There are no fences proposed in the front yard of the project. A new six ft, site obscuring
fence between the existing fence on the east property line and the building will be installed to
discourage cut-through pedestrian traffic from the alley, Date Received:
JUl - 8 2009
Afiya Apartments. Site Review Application Submittal
7/1/09
Page 4 of8
, Original Submittal
Irrigation
. A permanent irrigation system will be installed as described on the Landscape drawings,
Pedestrian Circulation:
. Continuity
An internal sidewalk network connects the primary building entries, parking, trash enclosure
and public right-of-way,
. Separation
Internal sidewalks are all separated from building edges by more than the 5 ft, minimum,
. Connection to Street
Both the courtyard and primary building entrances are connected to public right-of-way via
the sidewalk adjacent to the proposed driveway,
. Surface Treatment
All walking areas connecting the building to the auto parking, the trash enclosure and the
public way are concrete or striped asphalt.
Parking:
. Location
The new vehicular parking is located to the side of the building along the alley,
. Lighting
Lighting of the new alley parking will provide the minimum number offoot candles of
illumination needed for safety in the parking area, Fixtures will'be mounted at a maximum of
12 ft, high on the face of the building and will be shielded to prevent glare and reflection on
the LOR properties,
. Planting Islands
In order to make efficient use of the site, we are proposing nine parking spaces between the
two planter areas instead of the eight maximum,
. Visual screen between parking and living are windows
The area between the building and the parking areas meets the minimum 6 ft, in width and
will be planted with a combination of lawn, ground cover, shrubs and trees,
Vehicular Circulation
. Connection to Pnblic Street
The shared access drive connects to both Main Street and the alley.
4.2-100 Infrastructure - Transportation
4,2-120 Site Access and Drivewavs '
Access will be provided through a shared driveway via an irrevocable joint use/access easement
between Tax lots 4700 and 4800, Both parcels are owned by the Springfield Church of Brethren,
The driveway will meet the design standards set forth in Table 4.2-2 and the City's Engineering
Design Standards and Procedures Manual,
4.2-130 Vision Clearance
AlOft, x 10 ft, vision clearance area is located at the intersection of the driveway and Main
Street.
4.3-100 Infrastructure - Utilities
4.3- I 05 SanitarY Sewers
Date Received:
JUL - 8 2009
Afiya Apartments - Site Review Application Submittal
711 109
Original Submitt? I
Page5of&
Sanitary service for the building and the new trash enclosure will be connected to the existing
public sanitary sewer line in the alley,
4.3-110 Stormwater Manal!ement
The project will create approximately 8860 sf of new impervious surface (building footprint,
sidewalk and new parking) on Tax Lot 4700 and impact an additional 7500 sf of existing
imperVious surface on adjacent tax lots, The exisiing driveway and parking does not meet current
design standards for stonnwater quality, Our design strategy is to:
. re-grade and re-surface the existing impervious area that the project is impacting so that it
can be collected and treated through mechanical means (filtered catch basins) before it
enters the public storm system,
. collect and treat 100% new non-roof area (i,e, alley parking) through vegetative means
before it enters the public stonn system, and
. allow the roof area drains to enter the public storm system without treatment, as is
allowed by City of Springfield's Stormwater Manual.
4.3-115 Water Qualitv Protection
Not applicable to our site,
4.3-120 Utility Provider Coordination ,
Coordination with SUB and other franchise utilities are currently in process, The proposed
, locations of the electrical transformer is shown on the architectural site plan. It is assumed that
franchise utilities will locate adjacent to the electrical transfonner.
4.3-125 Underl!round Placement of Utilities
Utilities (electrical, phone and cable TV) will be place underground, We will coordinate with
SUB and franchise utilities on how and where to cross the alley from their nearest overhead pole
to our final transfonner location, Tentative locations for utilities are shown on the civil plans,
4.3-130 Water Service and Fire Protection
, Service for domestic water and an automatic fire suppression system will be provided for the
proposed building via a new public line located iri a new 7 ft, public utility easement (PUE)
within our shared access and utility easement. (Pending SUB's approvaL) Only the water line is
to.be located in this PUE, Location of the water meter will be in the landscape area where the
water line enters the new building, The back flow devices for the fireline and irrigation will be
located inside the building approximately lOft, from the property line, Laterals from this new
public line will be stub to adjacent lots for future re-development. Per SUB's request, the PUE
will be written and recorded after construction of the waterline,
4.4-100 Landscaping, Screening and Fences
4.4-105 Landscanin~
Landscaping is proposed for all setbacks and parking lot areas on the development parcel. Planter
strips and Street Trees are not applicable to this project. Pennanent irrigation will be provided for
new landscape areas as shown on the landscape plan, Fourteen existing trees will be removed for
the project. A tree felling pennit will be submitted concurrent with Site Plan Review for the trees
that will be removed for the proposed project. See Landscape sheet LA,I,
4.4-110 ScreeninP.'
Screening is provided for the shared trash enclosure, utility devices and per multi-family
standards as shown on the landscape plan, '
Date Received:
Afiya Apartments - Site Review Application Submittal
7/1109
JUL -p~glPP~8
Original Submittal
4.4-115 Fences
There are no fences proposed in the front yard of the project. A new six ft, site obscuring fence
between the existing fence on the east property line and the building will be installed to
discourage cut-through pedestrian traffic from the alley,
4.5-100 On-Site Lighting Standards
4.5-11 0 Illumination and Hei!!ht
Lighting for the parking along the alley will be provided by fixtures mounted on the face of the
. building, They will be mounted at a maximum of 12 ft, from finished grade and shielded so as
not to produce direct glare or reflection beyond the limits of the property, Additional lighting will
be provided for the porch and walkways along the path of egress for the dwelling units and
common spaces,
4.6-100 Vehicle Parking, Loading and Bicycle Parking Standards
4.6-11 0 Vehicle Parkin!! - General
We are proposing a reduction in the number of required parking spaces for the project based on
, the ability to share parking between ihe mix of uses on the site, the demonstrated low need for
vehicle parking for the residential use for similar populations, the location of an L TD bus stop at
the site and the proximity of the project (6 blocks) to the EMX station, We are requesting this
reduction through Director's Decision as is allowed by Section 4,6-110 A.3, See further
discussion below, ' '
4,6-115 Vehicle Parkin!! Desi!!n
Alley parking is angled at 60 degrees per the direction at the DiM meeting, It complies with the
dimensional standards of Table 4,6-1.
4.6-120 ParkinI!' Lot Imnrovements
. Surfacing
The parking lot surface is asphaltic concrete with a concrete apron at the driveway approach,
. Drainage
The resurfaced existing parking area is designed to drain away from the building and public
right of way into filtered catch basins in the shared driveway, The new parking area along
the alley will drain to a rain garden at the northeast corner of the site, Ail overflow will be
piped to the public system,
. Parking Stalls
All parking stalls are equipped with 6 in, tall by 6 ft, wide wheel bumpers, They are located
2 ft, behind the stall head to prevent encroachment on to sidewalks and planted buffers,
. Compact stalls
Two compact stalls are proposed, They are 8 ft, x 18 ft,
Disabled parking
A total of 2 disabled parking spaces are provided, including I van accessible space, This
meets the number of spaces required by OSSc. They have been located to serve both the
church and the new residential building, A striped cross walk will be provided across the
driveway to the sidewalk ramp,
4.6-125 Vehicle Number of Snaces Relluired (please refer to Attl}!;,hment.A- Pl!rkiru!.Comparison)
uate KeCelVea.
JUL - 8 2009
Afiya Apartments. Site Review Application Submittal
7/1/09
Original Submittal
Pa~8
~ , .'
The attached parking comparison chart summarizes our request for a parking reduction based on a ratio of
.25 spaces per dwelling unit. Column A is the total number of pa~king spaces required per Table 4,6-2 for
all the current and proposed new building, Column B is the number of spaces with the proposed ratio of
.25 spaces/dwelling unit. Column C is the number of proposed spaces on the site before and after the
project.
Reducing Ratio to ,25/per dwelling unit
We strongly feel that, based on the population that will live at Afiya" 1,5 parking spaces per unit is
excessive, First, all of the units are one-bedroom units, The Springfield Land Use Code does not make a
distinction between 4,bedroom units and I-bedroom units in its on-site parking requirement. Second, the
vast majority of residents cannot afford to own or maintain a vehicle, ShelterCare's experience at other
residential communities similar to Afiya is that a ratio of.25 per unit is adequate for,both the residents
who currently live at the site and the new residents who will live at Afiya, (See Attachment A),
Proximity of Bus stop and EMX
Because most of the residents do not own a vehicle, they rely substantially on public transit for their daily
transportation, An L TO stop (westbound) is located at the project site on Main Street for their use, In
addition, the project site is located within six blocks of the Springfield downtown EMX station which
provides frequent and fast transportation between Springfield and Eugene and soon to Gateway Mall and
Peace Health Medical Center"
Sharing Parking Between Uses
Currently there are three existing uses on the site - residential with administration, church and a small
retail outlet operated by the church, Based on current use patterns for the church, parking needs are
mostly on Sunday morning and some evenings sprinkled throughout the week. These are times when the
offices (for Brethren Housing and the Church) and the small retail space are closed, justifying some
sharing of parking spaces for the highest need on Sunday morning,
4.6-150'Bicvcle Parkin!! Facilitv.Iml'rovements
Bike parking is provided for the project inside the oversized bulk storage closet for each unit.
The closet is lockable and will be keyed with each unit entry door, All floors are served by the
elevator which facilitates bringing the bikes to the storage units located on second and third
floors. '
4.6-155 Bicvcle Parkin" Number of Soaces R~(luired
One long term space per unit is provided for each unit as required.
Date Received:
JUL - 8 2009
Original Submittal
Afiya Apartments - Site Review Application Submittal
7/1/09
Page8of8
Afiya Apartments 7/6/2009
Attachment A
PARKING COMPARISON
-Areal -Ratio -No. Required -No. Required "No. Provided
EXISTING No, Units Per Table 4,6,2 Per Zoning wI Adjustmentft
Residential
Units 13 l,5/unit 19,50 4,88
Residential Office 475 1/200 2,38 2,38
Subtotal Residential 21,88 7,25
Church
Assembly area 650 1/100 6,50 6,50
Non-assembly uses 1500 1/200 7,50 7,50
Retail 285 1/300 0,95 0,95
Subtotal Church 14,95 14,95
Total All Uses 36,83 22,20 36
PROPOSED
~New Residential Units 16 1.5/unit 24,001 4
,Comparative Total 60,831 26.201 39
'Requested Adjusted Ratio for Residential Units 0,25 per unit '
(Based on info from other projects, transit stop proximity and shared parking between uses)
,Summary of Parking at Existing ShelterCare Complexes
Project Name
No, of
Units
No, of
Vehicies
Ratio
Brethren Housinq , Sprinqfield
Hawthorne Apts ' EUgene
Sign Post - Springfield
8
35
16
1
7
3'
0,13 .
0,20
0,19
',Date Received:
JUL - 8 2009
Original Submittal
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DRC2009-00029
1062, 1072, & 1082 Main Street
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Tax Lot 4600,
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MIN-ST-
Date Received:
JUL - 8 2009
Original Submittpl
..
1r
Oregon Department of Transportation
Application for State Highway Approach
FOR OFFICE USEONL Y
Permit Specialist_
Permit Type: New Change of Use Temporary Restricted
Modification of Existing: 0 Yes 0 No Deviation: 0 Yes 0 No
NOTES:
Hwy#:
Date Received Stamo
""JUL - '} Liiii!i - ,
I
I
,Mile8,ol'l!: __
-'
Station:
CHAMPS 10 #:
Required Information
The applicant must submit the following information with the Application for State Highway Approach, ODOT wili notify
the applicant if additional information is required,
. All attachments required by answers on the application form, including applicant signature,
. If the applicant is not the owner of the property to be served by the approach, then the property owner must authorize
the applicant as a designated agent The applicant must have the property owner complete the Authorization of
Designated Agent block on this form OR submit a signed letter from the property owner authorizing the applicant as
the designated agent,
. Site plan and vicinity map approved or currently being reviewed by the local government
. A Land Use Compatibility Statement (LUCS) for a State Highway Approach (page 4 of this application) must be
completed by the local government.
. A copy of the current County tax lot map for the property served by the approach, Map must highlight all property that
would be served by the approach and list all owner name(s) on adjacent properties, Make a note on map if ownership
of adjacent property is same as subject property, Identify the location of the proposed approach on map,
. A copy of the recorded easement(s), if the subject property has an existing easement(s) for access to the property,
. A copy of any existing state or local govemment approach permits for the property,
In addition to the above submittals, the applicant may be required to place stakes or markings near the highway shoulder
at the proposed approach location,
Definitions for commonly used terms are in the attached brochure, The brochure is also available on the ODOT website
located at: htto://www,oreaon,aov/ODOT/HWY/ACCESSMGT/
Ao-oJicant Information - --
Last f.Jame: Ferdun I First Name: Destin
Street Address: 1790 West 11th Ave" Suite 290
City: Eugene I State: OR
Mailing Address: P.O, Box 23338
City: Eugene
Phone Number:
I Company: Afiya Apartments Inc
I Zip Code: 97402
I County: Lane
I State: OR
Zip Code: 97402 I County: Lane
FAX Number: 503,284-3422
Cell Phone Number: 971,998,7156
E,mail Address: dferdun@lunabridge,com
Is applicant working as an Agent of the Owner? YES: ~ NO: 0
If YES, the owner must complete the Authorization of Designated Agent section below, OR A IT ACH a letter from the
owner authorizing applicant to act as his/her agent
.Aporoah-[ocatiOii- --- - ----- -- - - - - ---
Highway ~me - May be a statewide highway name such as Pacific Highway, or a local name like East Main Street.
Route Namber- The posted highway number, e,g, 1,5 or US,84
Highway Name: Hwy 126 Route Number:
Mile Point: Side of Highway: North 181 South 0 East 0
Is the highway in a national forest area?: Yes 0 No 181
D.:b n:e:eivcel:
County: Lane
West 0
DECEIVE
JI.
JUl - 7 2009
~.
734,2680 (8/08)
Page 1 of jUL ~ 8 2009
,
ODOT DISTRICT #5
Orlr,'!'lal Submittal
, "
'fAUtr~;:t,;.<.:tlbit"pf<,it@l~~l!@~illig.,,;~~:S
~-:,?,-:",'{ ~
'::CY.;
I Ann Eikenberry, as signatory for Springfield Church oflhe Brethren
Afiya Apartments Inc and their agent(:s)
my agent in the matter of this highway .approach permit application,
ner,s' "0 ~#'cI&.rr . AA, ~ JD~/~ (oq , ,..
.. -. '," _' .1\a~Y" _~.'r'~_-.,.;'~:-~~~!:?j~.:;1-.;:~~~t~-:j.~~~~':h,'".;~i';~~~~,;?~1~'1'~~:'I!,'%t:t:F*~${'~7,,",1;~t;:~~
.~.'T , . ft,.~f~1i~~~;.....t1""~\'q;~-':"7"''''-':'""'iit, U;"'_. ""I',~.;,,,#;€1. ,,~,..,.~.<f.,:t~~.....:... __'. ~3"'~"""'. .!.~ ~.' .. (rt,':;"";~~''''.~:r'z~
NOTfFlCA,lON ,0 APPlIC :',he OOOT District Office will contact you when your ,application has been reviewed, If additional
documents are required to continue the application process you will be notified, When all of the necessary documents have been
received, the application will be deemed complete. If your completed application "is approved, preliminary construction spedfioations
will be Issued, A pe'rformance bond and liability insurance will be required before any conSlJuction wort can begin on the highway righl
of way, For the complete rules regarding approach pennitting, see OAR Chapler734 DIvision 51,
The Applican/ Jieclares, certifias, and affirms under penalty of apptlcable slate or fweral taws that aft lnfonnation
provIded on this form andilltachments:aretrue and ~/he_ best ,of his/her knowledge.
;;;~~~:;~~L~~~~{~1~;~~.
Application is a request for (:check all that apply)
o Naw Approach - There is no existing permitted or grand fathered 'approach road ,at the loCation requested in this
application
o ,emporary Approach- Theappraach requested will be removed eflera specified period ~f time
J8I Existing Approach - This application affects, or may affect, an existing approach
o Restricted Use Approach -The approach requested is for amergencyservices, govemment, utility access or similar
.~~_~"~"~I~i~~~!,:a~,~."., '
~4t~?g~~~~(:U~~~~~~~~i$~~~~~~~'~~;~~;G~~~t1i'l:i<~~
Turn mo'~..~.,~~ requested (:check all.thet apply)
All movements:,O QRRight In:]2g RightOut:]2g Left In: 0 Left Oul: 0
[PJil~W'l'm'iflfimi'fflm~Itr~ttllil!.~tlfi~ii!iifi*iU';f~",;'i<':,\4,~r'i;~{."1'-:;.f;;;;<j:i!F" ",.,':'~>,,? ,:/,'i'M
Last Name: Springfield Church of1he Brethren I First Name:
Street Address: 1 fJT2 Main Stre:et
City: Springfield
Mailing Address: same as above
(orinteel name of property owne" authorize
(orin/ed oo!"e of applicant) to represent me as
", ~
I Slate: OR
I Zip Code:
I County:
,,'.t-
, '
, '
City>
Phone Number: 541-746-2278
Cell Phone Number:
:e-mail Address:
Are there additional owners of the subject property?' YES: UNO: 181
If YES, ATTACH the same contact lnformalion.as above for each of the co-owners on a separate sheet of paper,
WBffil'fWfJijtl>tin'a~:&:_li1l~iittml'f.l~pa$~);'jf~Ji;:Ii1ii\iffiiitimlj~~7:'Y';;:,";?'_'?{~:?:2e:: :'~"'~;";.:;j:?';:..:V;r,;
.Subj~PrnPertyaddress(:eS): 10621072 & 1082 Main Street ' - . ,
City: Springfield .zip Code: I County: Lime
, 'Township(:s) 17 I Range(:s) 1 0 Section(:s) 35 &41 I Tax lot(:s) 4600,4700.4800,4900
Currenl.zoning: MUR I Proposed :zoning: same
In the boxes below. describe the existing cand proposed land users) on the property. including square footage or acreage,
Exisling: I Proposed: '
Multi-family residential ;:ind church Multi,family residential and~ Received:
I Stale:
Zip Code;
FAX Number.
I Coonty;
'.
"
.~
734-2680 (8/08)
Page 2'of4
JUL - 8 2009
Original Submittal
"
Has the local government approved a site plan or is the local government currently reviewing a plan for the
proposed land use?
[g] Yes (If yes, attach a copy of the plans being reviewed by,the local government.)
o No
Submit drawing(s) no larger than 11" x 17" in size, Site plan(s) shall include all applicable information listed
below:
Property location and property lines, including:
. North arrow
. Show all lots or parcels that are part of the property or development with their corresponding tax lot
numbers identified
. Distance from the property lines to the center of the proposed approach
Using solid lines, show:
. Proposed approaches with requested width and turning movements shown
. Proposed & existing buildings and structures to be retained
. Proposed use of existing buildings and structures to be'retained
. Other proposed equipment or facilities and their proposed use
. Proposed access or "cross-over" easements with neighboring properties ,
. Nearest approaches on both sides of the highway within 500' of the proposed approach center,line
Using dashed lines, show:
. Existing approaches with width and turning movements shown
. Place an "X" on approaches to be removed
. Existing buildings and structures to be removed
. Existing equipment or facilities to be removed
. Other existing facilities to be removed
. Existing access or "cross-over" easements with neighboring properties
Show proposed on,sitecirculation, including:
. Travel lanes with travel directions indicated
. Travel lane widths
. Parking spaces or parking areas
. Access locations to the parking spaces or areas
Show nearest landmark or cross street:
. Provide nearest cross street name
. Distance from the requested approach location to the nearest cross street
. All public streets that abut the property(s) ,
Date Received:
JUL - 8 2009
734,2680 (8/08)
Page 3 014
Original Submittal
,.
11
Oregon Department of Transportation
Land Use Compatibility Statement (LUCS)
What is a LUeS? A Land Us.e Compatibility Statement (LUeS)" is the form ODOT u.ses to ensure thai Highway Approach Permits are
consistent with local land use_requirements.
Why' is a LUeS Required?ODOT Coordination Rules. OAR 731-015. identify Highway ApprOach Permits as permits that affect land
use. ,State law requires ODOr activities. that affect land use to be consistent with acknowledged focal comp,rehensive plans...
When is a LUCS-~equired? An ODOr Lues must be submitted wjth every OOOT Highway'Approacn Permit Application.
~ow to CO,mpJete the LUeS: The applicant com~leles Section 1. Section.2 must be compleled t?y the local jurisdiction. The
applicant then. submits the comoleled LUG,S to ODOT as Dart of the Hiohway Approach P~rmit" Annf.ir~tion,
I SECTION 1: Applicant & Site Information ' ..---..-. ' ~
Prin,appii0'nlname; A'fiYA ArA,,-,l-Ie/JT5, INd APPlicantsignat~~ ') ~
I Propertyow~ername: 0tRINbFIE.uD C-HUFC:.M Or The B~N'
Subject,propenyaddress; \0(;,:2., \012- .10'2>2-, IC'lCo l'<'\""Nc".~6T ,
'Sue description: . '
CO..,P0'S6D /";1= -417O;''-''T'':> W/ 3> e.<J-STlf..l&L-t!~E,C'.Uj<, ON IV MAINSTIaE€,T'
Oescrib_e the proposed activity. use,_or development, inchfd~ng.typ~ and,vo!ume of. traffic it will "generate, t h YN,TS O"F:'
j;,)(L"T 1/.-10 1.)4'67 of' ?i-\ Ut2<..H :"MAl-\... ~eTAI '- ~ R.1:SIC8'l17AL; ,l<pp lNG, RESIOt:fJrr.....L,
Township(s) I Rangels) Section(s) iax 10t(S)
It ! 0'3 354"l 4~14?C>OI'~C::>/,1'100
SECTION 2 must be filled out by a Local Planning Official
, SECTION 2; Oetennlnation of Compliance with Local Land Use Requirements
'Tnesubject property is: ~ Inside 0 Outside ~ilY Umits 'ca Inside 0 Outside UG8 )
Current Comprehensive PI~ndesignation: ~~'ifA v~O rtll"';) Currerit zoning: (}1 il(d- tf y /-p j;,l.tr1Ji J (fh,~
Is a Comprehensive,Plan or zoning amendfl!ent,propD's~d7 YES 0 NO ~
If YES, Iist'the prQpOsed,p'I~~ designation,: proposed zoning:
Does the activity"use, or development r~quire land use,review to determine cO~Pli~nce with'l?n~ use r:egulations? YE~ NO 0
'If NO, it means that' no local land use review Is needed, Skip to Local Planning OfficiaHnformation below. "
If'YES. whai is the status. of the !an~u5e application: '0 Approved 0 Denied 0 Under r~viewM Not yet received"'
List file number(si: Is the de,cisionfinal; YES 0 NO 0
comments, l1^t\r1Irz&t?.<1~',.:;i?tAkK Iu.n.J If tI t\~'" nM, olw/i'?) ~ ...vIr O~ 1Mccr.
_j2J1II14 frt.7: IA.Q ~ wll DJ(I1tv.(}: rY1D~(Y1~ka{)tin (rl~-4611) ,/- '
i\(\.l\O i(\\-o{~o\,(W1 \~ JURJ-to( ~f\ fIMt1\ , rtAIlet,J.
Local Plannh'f1 Official Information (Required); - ,
I JUrisdiction(~'-!0 ~t <"i ~~t\ ,I '
I Print planning offic"'snam~and '€'1: {}tIll LLI mil (kiJ r1 (,In ,
I !Jailing Address; "J.).5 TiF#,. <:iru.+- [)
City: ,\pn0\K'(;'f,( dl, ' ,
Phone; U~'1l-;z.z..b-j.HII iFax;141-r1-(rj'0fJ1
I Emeil l'Y\\I\0r.Ail4J v\1.l {\G Q~. s,pl\~~dLl. 'Or, v ~
I ,P~anning Offlcial!s :?igna1ure:' ~U ^ .
" \Y~"'~ ~
734,2680 (8108)
PI~nf1ef If
.
I Zip Code: qfA17-r
Page 4 of 4
I qate: 7'11104
Oate Received:
I:
,
I
JUl - 8 2009
Original ~Ybmlltal
" 130',
~ I
~
~
: ~ !l 2:0 " 60' : <5' <S" 60' 60' 65' 55' : 66' i 2.
.~f . 2400 .~ 2500 ~~9~ 2900 3000 ~~ 3200~~. ~m
~r. -,&j~ _ _ _ _ _ _ '1 \;
~ r I~ 'I :20~~~'J" 5:00 '4~00 4:00 4;00 ':0 I 'SOD '4lJO ':0. 4200 !
f-- I ' . -11 i 't.. '51>. 'l-IG'f'le U> O"I\JP-GH 1'''........ \(.b "'I.- i
Ul r~ " - L.A<N 5 ~G'bt-l.A ':/:, , OF '1 f+e, a:2.61"~N ,'/ .... v... "" :
L5 I AIIZ- 'Oi-Lu-r,O\'o f ""l ',I. ~71. 'SP~ING ALIlt:> :
l'6eN::, I 'II) w: I ~UdeN . i
'-fj' ,~i "'" j " " ~ O,~,::"l:::' :
6u 15 -:~'t~ v.i G.. -',.-y~ ';1 I
'.-- _,~___16 17 18192 ~ I :
i"~UAImrS 21 2 ~ ~ to) I
:::PRlJ..ECTUl' 1 I~ii"~ 23 2 5 - m I
'SE COl;w..l-.;'<vct"--<O-L"'.___ '--<4,,--1JJ..J.__~,,_L ~?c2 _ oa-J 60' 51' <7.71' 64' :
OLC, 63 " >,...,. - -- ' . ~ AA //1\ I '
E E-./lff-Jlzr.a"{~iff--fIII----Hi..l.='I:~ -##..::r;fddi, ,-+42::;:.ri~.t'~6'~~_~t
~ ""-<CTEll ....", r ,,,,.,,, r ..,... ",6D~
I~W'CC'03R9' I 103.23' - :;'36' - / 46.476' r 64'~, EAST - liD,', ~
. I I t '-S3J.6'-'-ao"i
I 00 . I
: ,0 o~ 6801 ~:7100:
' , 5400 N_ b ~ 0 m N' J 7200
I ~ 5 700 ~ 00 U1 ~I g: I ~
5300 i Sl~; LD.. \ -;-1 i
~ , i (\ ~~~" ~j '~::~ \~61~ g ~I 64' I! 73' .,~
:' :,~~~ "EST .,0 <D~ .:.7000
: ~ III.' ON 6800 ~ ~l ~
~ ' d g, ~
; ~ ~\\ ~",i, 5500 ~ 5600 ~;<:"7j ~ ~ ~ " ,,' llJEST' u.' .
~ ~ - ~ ", ;~~'3 bat;"Rel:eived:
,: 11 :1 r 6300 . ,.0,22 AC, I 6602
L-' ,~ I ~
i ~II ...", f" PA~: ~ JUL -~ 2009
i !l 6400 ./' ~p N
I "~~~ [A' ~al Submit :al ' ~
' B2.2
-~-~- 14' I" 6500 I~' 6604 ~
, .. I ;zj U ~~ 0.16 AC. !
_ "';il" I 11: . .. N 81....,,~.
N
..;-
li'l
'"
'"
o
"
0..
<(
::;
w
w
Ul
'FOR ASSES=~ENT
AND TAXATION
ONLY
~/4 SE/4
SECTIO[\
LANE
SCALE
SEE MAP
,
iSll'j 6D'
"
, 21 00 J ~
~ , . 2000
---------1---
, 2:5"
2200 : :
~ r ~ I
, ,
70' 125' r
70'
30' j eo'
,
,
,
0:
0'
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4S'
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"
,
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1100 :
,
,
,
,
,
,
,
,
,
,
60'
1900 1800
1700
1400
1300
1000
R
- ~'-
Sffif-E-+- -
M
M
"
3!
7301
0,75 I
83.16'
Q
,J
<D
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..D.:..w....
',J
$ ;;;I 2550'
-- ----...
___J_.m__'___~-~ txAoPAv,,-Ltr'. " . .,--~. ,,60 ARDS,WI.CfjI<:lN, ..:." ':'~" <x.,;""luir,:' "~. ;"".-
",/.. . _ '. _' . _:. 4.,. '. . ~t1.flB" .... ...;.. . _.' . _'.,. ::._' :_ ..:._..:_~.:.....:.
.. 'j(~;_ :.. . _""_ _ ' _~_.:._,,_..._,}_..._.:_.._-:_:..,.._.,_:-____.!-_...._:-_...... ~"__:'-__~""''''''''__''f-_._"",___~_",_:-,..._.__-:__.t:_ -;--.--- :7 -r_ . .
'--.'I--~:~it~ki:~;"~':":"r'::~ --- ~ '~1$'=-':C\ ~\\ ~\\\~~~~~~~J~~U"
1 : RESIl,NTIAL ..,,: N<A n 6. \.~ ,A ../\ ~ \ ./. ./] .
j:TOREMAI~..,..g.W:"'.~~:'~V"i II ~ ~'.' "'..n""9':,,:"..";j/.)
: 13,790 Sf) ,F;T;,i"",'; 'I-' . ; I ' I \ do.
I : L,:<':2:";.,';<:~:::, ~ 380' EASE.-: ~ I / i~~/ L~,
:',It..',":':""..".."',':",,..". ," n' I AFIYA APTS, { Il 50--....
.'.'.."....',..,....'n.;,..., .I=<> " I-'USED,/' -.J. '-
H<':,'l~~T ' EX ;ct :' I-' ~ jT~~: , , '~' =~
.cl:?',~:',;'j~c;;~,Hf.C"i.; T 1800"" 'k[)J"~' '1':"~ \ EXS1NlSSLM'
;,i,;,:{"'~~;,ir..":;;;:i..jf, L 1 ,; :/:7: ',:,,', "<"J -.r ~3'
~ ~ [G,,:,:t':?:'i'11'j ~ [~' I -2~>r,' ~,::,:,( T' ...e.....1,
~ 1 ~ !~i(:~~~~.~L' ~(2B;~ JI EX ~"" t- ~ I ~ .L - / ~: [':1 \ ,: ~ '
, lexPlRes; 1 : IS :3>IL:; ~q"Q',~, MI~ED USE : " ,26.0'.'; I, ..: :
'\ ,.. , ; : :!i{i" '. ',' ~ TO REMAIN: I, EASE, \ ,: '--:::
h . .8J I " '2'20 SF)" .~. .. I . :,:.:':",::::/ .,.. .
~ ' 17 03 35 41 l ~4f<~/:":' '1J i :: ~~~,~";"",, :; r-----^ f'S \ ;~~~~~'~
ct: \ TL 5000 Il T Ll,~:90:o.,:' H ! 1 :,",'" r I \ ': : ::,,\'OOA"'" .~ RtSIDENTIA~ '
h : :-rl'..-....:..._I"~ 1 ::' eJ ,', J 1; EXBO.:N;lAR't. ~TOREMAN' ~-. I
V) :.........~4< :,~ I I: 'jl 'l ":.',- "'" T0I30IlJJSTElljt2,185 SF!
, L u:.I'-- ~f!., I. . .'~ '.~ f w ..-..:..:...::;.....__..k.!.i.~~.l-.i...,.,i.J__
~ \ = ~ {" :"l:fhJ:-1---L'f-l':11 ~ ~:'.~ ~- ~3"~ 0 10 20 40------------/00
-8 , 228' ~60'{:"<'I~:';'! 1 '}1~' ~~ ~ tl/::'~t"" TL 4700jTL 46~p SCALE IS IN FEET
'"- 1- (26)6 t Dc ---,--_h'__ 25' ",: \',:', ,'" ,:' ',,-~..~.. " 60,8'; ~Q-6"" : h I
'1tA' a CJRVWy<;..:.....: .tX~.._---_. += 'L- ...R....--:.J1976' r I .. ..... I r. 1100 MAIN 51 CI)
- - _ -= J.Vl C1(ENZ 3f~ '---'..,1':~:.:,~~:,' ,", ,~~7~.6,~ck 24,0' ':' 608' "'f ;XoeNEll'AY~ :.....l;;:~ -) 17 03 35 41 ' "" I'
- _ IE 0::0:: . C( ,', " .:--~ 7 'M T "-<
- _ _ $ , ~TAT L ~ ' r'."--",,:,--,.:.,__-,---,?,,~-.._- ~ ' 6,4' r"'"'. .~-- ~_j;oo' b 'L 4500 h
"'G:= - __ _ ~ ~J: YV'y ...~ ......-...."'_......_ --:;~,::L :. .-::--..:-- ---~-, ~--,..- ___~ Vl_; -'l"l. I ~/ . ...
, "'X .... '" I, " " ' , " ,', ' " ,,' -- .'.-,",--"..-..--- I C\) ,
_ _ ' B~O'TJo.8' .-;M~"~;'';' .~ - ..-:::z..-----'-.:.-j-. ,..;.....-_. ~ '~:' .' .::,,~_.:.~.::.:.-:..-.:...:.--~:..:.1... ~:> ~
___ T' tIOl'TOU -..................".....!...,. ,".,' i"'""" -- ;;>
srnR~AORON > 30 "'.,,,"'" ..""""" I J 0::
, 1 E E7' ' - _ _____ ([BOTTOM :ii; ,,. <:= q ,
\ .................. -= - -~~ '. - ---.:~~~ _ _ T ~ _~ 'd9,~' _ _ _' ~ _ _ -L. + _ _ L _
, ...............}"........._... 1 ~39,9' <:= L '50' ,I.
I . PERMIT APPROACH REQUEST TO "'."'." -....."..,.:......., ......-................-.....-
KEEP EXISilNG DRIVEWAY AS IS m.........._.....m....'......__........mm.......
RIGHT IN ONbY , PffiMlT APPfl,OA"rl RgQIJ~:;;T TO
IMAIN,STRtET IS ONE WAY HERE, WESTBOUND) WIDEN EXISTING 18.5 BOTTOM WITH 5' WINGS DRlvtWAY TO BE
TO 30 FOOT BOTTOM WITH 5' WINGS CLOSED UNDER THIS REQUEST
EXPAND TO EAST ONLY AS SHOWN,
RIGHT IN ' OUT ONLY
IMAIN STREET IS ONE WAY HERE" WESTBOUND)
, .
L I jJ",><Ft<ZE
__ .'""""",,,' "'~ ~nE
HOH SCHC 1. PAAK 0
~tl T ~.
~I ~i", soro.. FST I ,.:,
I . ST
i I ~I n" I
~' .~I CST I
~ ~ ~ I ~ST
I
~~
>
@'!~
L...l
8,
,
YICINITY,l1AP
NO SC^lE .
I
/"
NOTES:
SITE
ALL TAX LOTS SHOWN ARE ON ASSESSORS
MAP 17 03 35 41 UNLESS NOTED OTHERWISE,
SITE ZONING:
Legend
IEXTERIOR} S,UBJECT
P~OPERTY BOUNDARY
WEsTERL Y SITE
DEV~LOPMENT BOUNDARY
- - - - INTERIOR PROPERTY
BOUNVARY
EXISTING FENCE
TO REMAIN
EXISTING FENCE
TO BE. REMOVED
I.' " .',1 NEW CONCRETE SIDEWALK
, 4' PCC ON I' CR
l;;:::::] ~;ISl~~~II~C PAVING
[::3~:j ~;ISRT~~~I~OONRG~~~E
CONCRETE UNDER ROOF
r""'''] E;XISTING BUILDING
.......,. TO REMAIN
· PROPOSED V ARJABLE WIDTH
PRIVATE JOINT ACCESS
AND UTILITY EASEMENT &.
MAINTENiANCE AGREEMENT
"
40 '
SUMMARY
MIXED USE
RESIDENTIAL (MUR)
THE SUBJECT PROPERTY CONSISTS OF fOUR (4) T AX LOTS (4600
4700, 4800, &. 4900), THE DEVELOPMENT SITE CONSISTS '
OF TWO TAX LOTS, 4600 (1096 MiAIN ST) AND 4700 (NO ADDRESS)'
FUtURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST,
EX !fENCE ALONG EMT. WEST. &. SOUTH
BQtJJ:DMY TO REHhIN EXCE~l APPRDX 12'
ON f1NN SlREET WtERE THE EXISTtlG
l,PPROACH IS TO BE WIDENED. INTERIOR
FENCES ON TAX'lOTS 4,500. 4700. &.
4800 ~ WELL liS THE fENCE ALONG
THE NORTH BOltIDARY QF SN4C TAX
lOTS ARE TO BE REHOVED.
DEVELOPMENT
SITE ARt:A:
SUBJECT PROPERTY
AREA;,
I
,"
f~
t,
o GR1ADING AND PAVING PLAN..
33,205 SF,
[j~te~e'teived:
JUL - 8 2009
ungmai Suu",;U..1.
LJ=
:!
U ;
, ~
.... ..-,' !>; 11
.. 0 ~...
'~~'I!
W"-
! z <l:!
I c.#':l -< <0 >;
1~F=1~J
I ~r;;;.1 ~
'~O~
o 0 0 j
~
'"
o
~
lHGlHIUlHC'
.
mVmNGo;c.
...--..... ...
".---
'I REVI9ICNS
II I
I 2 I
00
00
~'"
~ ....
:; cifIfJ
....' Q -
'" 0 0
"0
a: .,:
o "
o
en ciz
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Z ;;:
'" :;:
~ ~.*
,.::::; . ~ ~
I- '7
a: ..:t::
w '
.< ~~
a.. ~Q.
<wz~
'" ;;:
<~:Ji~
...... a: NO'
,-w~Cl'.)
_f-.....Cl')
. ~ul. ~._~
<(~~:
J
ODOT SITE
PLAN
(APPROACH PERMIT)
DATE .IlA.V? ?nMl~
~lt.i 11- 4l'l:\YlflOl.1:CO
DWN n U~
, Q-01 ]
,..'. .....
/'
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./
? '
, ,
"
.,
..
..___~_'4.._._'. -.-....:_
..::.
Date Received:
JUL - 8 2009
Original Submittal
'"
'Jeta Catalog Number: BAA - AVS - H - T4 - fA ' 175 MHX - MT - BK
/'rodflc[
Fnmily
BAA
llo11.\'illt:
IlIdica/lI/'
AVS
.UIn'P Abbr~rialio" Kq:
PMH", ",.luS/urlA/fUlI Hu/iu.
MIfX=M,I"If/,,/idr
HPS ",Hixhf',u3m.SmJ,,,,,,
Fjeld-Tu.I'lnlll'd :1.f.'re,Horit:.\-
I !, Backlight Shield
');,.- rn SBL-AVI
~~'i .
Round Pole Adllplor
DAVRP-I'
".
,~-
\
)1_.(......,
U':;'
13'lJIn'II/
@
I,amp
f1o.l"itil1ll
H
/Jeum
[)ixlribllfjoll
T4'
MOllllril/g
Oplioll,\;
lA'
Post, Top Tenon Adaplor
o PT-A r 1-1 fixture
DpT.A 12(9UHIO' twin
o PT_AI21ll!Oj_Il!O"\win
o PT-A Iwmj-90' 1riple
o PT-A !3(J20)-120' triple
o Pl:"A 14,(90l-,?O' qU~9.
I
'" I
'~-",
'T
I'
Lan. f.....
.~'.Ionlod~..........".
)a....'I'O,
(;.
/.alllfl
Sl'l('('lion'
(JOSO PMH (JOSO HPS
0070 PMH 007IJ HPS'
0100 PMH 0 I 00 HPS
0150PMH Olsn HPS
/falLasl
VO!lllgf'
f!]MT'
o D1"
o 12-120Y
020-20RY
D 24-24QV
D 27-'277V
o 34,347Y
C]48-480Vl
o 5_-50 Hz~
!:II7SMHX
u~ .: Ext,nd,d Mm
i' !DAVE.'
I I
lC"'~)' r'upswe~p EKlended Arm
. AVl!.l
, - .. -- '..
I-T+-JCSNA Type IV
2.1A [lnlerrolell Mnunlinr Arml-Illlill jnln Ii~ulfc hOlI~i,,~ de.i8n
J.15nW PMII,l75W MIl>: .n,] 70\\', IOnW & \5nW liPS ~r~
5lunduld wiu, lnulli-lul.IMTl b.llu~l
.j,SOW, 70\'1 I; IOUW I'MH ~nd ,~OW HPS a,c ~Lnnd",d willi
duul'I"P lOT) b.lI~1I
~_411{)V hallaM.vlil.hle fnr 17.'\W MHX an,17(lW, IOUW k
150WIIPS
li_lnlcrnulionar:'iO Horn bullll.il~ uYuilubl<'.oomuh runnr}'
7.Mu~1 .podfy "".Ilalo Olh~r lblln MT or OT
-~ "'r
',.',~,.";<,.:'L~.;'
\
Date Received: ',.
f'
,
JUL- 8 2009
NOII~".\'.'
C%/"
()I'fio".\'
o BZ
i::I BK
OWH
o PB
o SY
Fuclory-JII,Httlled ()p';{jll,\'
Ir~hOll.inr. mor~ lhan one flplinn, pkuc 'ypo.
lnlnll"u.lI) 'un IhcllnC_' pru,'illed.buyc.
Cl F-Fuse1
D P-PhOLOceW
. DO-Quam, St:lndby~
i''I';l-'' I Wall Mount Bo~
If!' tlJOWM,"
" 'VI
I' ,
8.Dduy.,clu)'!Ypc .nd indud~. wuw T~ <1oul....un'....' quullZ
lump ,
9.Fil" .1"_Ii"rJi.mel.rpllle
Fiui.\'h
Exclusive Colorfasl DeltaGunrd™ finish fe,llures nn E-Cllill epoxy primer
with all ullra-dl1rllnlc powdcr 10pCOill. providing cxcellcllt resistance to
cllrrosioll, ultraviolet degradation and <lbfa,~ion. The fini~h is covered hy our
7 year limited warranty.
1~(lh('lI'
ANSI lamp wallage liloel supplied, visible during relnmpiog, UL Listed in
US and Canada for wet locatiollsand enclosure classif"ied IP65 per lEe 529,
l'nletlls
us 4,68lJ,72!J;, 4,709,312; 0500,885; 0501,057: D501 ,946; D501,947;
D50::!,::!HJ;.D531 ,RH'2; C:ln<lda 742m
,-,.'
..:~,.-,:'
-....-.--"
(;I:tl('/"II/ J)(',\'L'J"iJlliorl
60" forward throw sharp cUlOffluminaire for HID !lImp, IOlally encloscd,
Field-Inst:lIled BlIcklight Shicld accessory provides precise cUlOt"!
adjuslilblililY from ()" (nadir) 10 Jog (house-sidc),Por downlighl <Ipplicalioll
only. Homing i~ seamless, tlie-cnSI aluminum. Eleclrical components mc
hClllsunk 10 the housing'in a quiek disconnect ballast tmy. Fixture moUtHS
directly (() pule, wall or Paclory-in,~laJled Extended Arin i1Cccs,~{)ry wil,h
integraled arm. Lcns t1sscmbly'consisls of lDul__less quick release fnlmc
conslrucled of rigid :Iluminum and high-impact, cJe<lr-tcmpered gl:.iss lens.
High-temperature .,ilicone gaskel seals lens from. water and insects,
Efl:C"tricul
Fixlure include,~ clear; lIlediull1-ba,~c: lamp. Pul~e~rated porcelain enClosed, ~.
-4kv~ra{ed screw:shell-lype lamphohler:.LlIlnp igniwrJnclmJed where :':,':~_r:-'. .
required. All ball~sl asscmblies arc high-powerJaclor anti use lhe following
circuillypes: CWA - Cimslant Wallil~e Autotrall~forlller.
. t',
::-'!;".
..c"..,..,'
.",..";;;,...
-,.. "~'" .
TYPE POLE BAA AVS SBL H T4 AV'U 1 175 MHX MT BK I
PS410C BK
ASTER APTS BUILDERS ELECTRIC
01/221118
tela Lighling,]nc,
Oriainal Submittal ' ,
. 121m: 92n11 Strt~ct . Sturlcvant, WI 5.\1 77 , .
lHlO.13(i~(ifIOU
www.h{.(a~lighling.com
'ID
lit ~ , i Q ~~
EPA RATING
EPA .62 rUT single f1xlUrc with O. till. Refer tu Specifier Reference ,Guide or www.bcla_lighling.comrrcchnic<llDlllaAVindloocling.pdf for EPA raling 011 multiple
units or'olher tilt angles.
Lighting Sciences Inc.
Certified Test Report No. LSIlIJ695
Candlepower distribution curve of 175W
MH RectangulDT A~eaCutorr Floodlight,
with hacklight shield located for backlight
cutoff.
Li~htin~ Sciences Inc,
Certified Test Report No. 1.5111133
Candlepower rli.~trihulion curve of ISOW
HI'S Rectlmgular Area Culoff FhHldlighl,
wilh bllC"lighl shielcllocated fur backligh!
cutorr.
.1s0rOClIC3Ildll' plots show initial (ootcalldlei; at g:rade.
Foolc~mdlei; -:- 11.0929 = Lux.
Pole-spacing Example Data
eo' 60' 40' 20' 0' 20' 40' 60' 80'
80'. 24.4
60'
18.3
::: ---(~\'~
0'. , ~~(~)~J)ij-_:,-
6,'
12.2
6,'
Om
20' -'~-----"---"
40'
12.2
60'
--.,j.
18.3
sa .~A
24.4 18.3 122 6.1 Om 6.1 122 18.324.4 .
lsofoOlcandle plot of 175W MI-I Area
Cutoff Floodlj~ht al 15' (4.6 m) mounting
height, 0'" l'erlicallilt. wtlh backlight shit:ld
located for bucklight cutoff. (Plan view)
80' 60' 40' .20' 0', 20' 40' 60' 80'
80' . 24.4
18.3
60'
:iJiJ1= 0.'
.. ,-.--1---. 6.1
12.2
Om
20'
40'
12.2
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,
, i ii
::: ....~.--T-..l--;-...-T- . :::;.,_
24.4 18.3122 6.1 Om 6.1 122 18.3 24.4
IsofoolcHndle plot of 150W HPS Arell
Cutoff Floodlight al IS' (4.6 m) mounting
height. 0" "crUeal tilt, with hacklj~h( shield
locilledfflr hackligtJl cutoff. (Plan.view)
;",,,,,,;, T i/;/~!
cellltlrd ",il~lll~ 0~~:ST~
(lblPolc l~yoUI l' :/:;'ARE:%1'
..l'i(~ IWlllill,uru /,/ 'Ai
prrpolct.o IRrr, . r.(/ ,.:,.
80' 60' 40' 20' 0' 20' 40' 60' 80'
aD' 24.4
I
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20' - -: - ~ - : r 6 1
0' -- -~-W~ -1-- Om
20' --->--,-.-'-'--"--'-'--
40'
.-.-,-,-'-,_.- 6.1
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12.2
,
,
i
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18.3
60'
80' .24.4
24.418.3122 6.1 Om 6.1 12218.324.4
IsofoOlcondle plol of 17SW Mil Area
Cutoff Floodli~ht at 20' flU m) mounting
beight,OD.Y~rticnl till, with backlight .
.~hield located for backlight cutoff. (Plan
view)
80' 60' 40' 20' 0' 20' 40'. 60' 80'
80' 24.4
60'
18.3
12.2
40'
20'
0',
20'
6:1
Om
"1"" 6.1
40'
12.2
-- _i_. - ,~-~i . --_:._.,_.~ --- ~- -
. I
18.3
60'
-- 80' 24.4
24.4 18.3 122 6,1 Om 6.1 122 1&3 24.4
lsofootc~mdle plot of IS0W HPS Area
Cutoff Floodlight lit 20' (6.1 mJ mounting
heiAht, O"yertical till. with hacklight
shield'located for backlight cutofl', (Plan
view) , ,
AYdra~c.lnililll Lighl.""Lev.cls.a( Grade
2 Fixtures per pole @ 180;:'
Mux. Rccommclidecl Pole-spacing
Mountin~ Height X "Y . Foolcandles
10' (3.0 In) .., - 40' (12.1 Inl:>i 55' (16.7 InJ 4.92
. i 5' '14.6.1I1) fiO' OR.) m) x'RS"(25.9 in)~: ";l.2.04 ,-
15' H.c; m) 60' (HU m) x H5' (~5.9 Ill) 3.0 I
2()'(6.1 m) 75'(22.9m)x i 10'.(33.5 m) .~I l.H]
IO'(3.0m) 40'(12.tm)x5Yfl6.7m) 5.05
]5' /4.6 m) ..M 60' (] 8.3 ro-rx 85' (25.9 m) ~.08
15' (4.6 Ill) . 60' (11::.3 m) x 8S' (25.9 m) ~, 3.51
20' (6.1 In) 7.5' [:!2.9 Ill) ~. " 1-o~ r:rt5 'nj 2.11
Luminaire
.. ~:;~A,::;~XP}J-T"4,_,~; __:~,__
BAA.~AVS-H-T4
Lnrilp T~l?e Lamp Lumens
"'c""~--_" ~pOW ~~~~~.~~,;"~7,' :^:>~?~~~:~.7.;'
. 8AA,:Ay'S-.H~,T~M"
175WMH 12.000
I now Hi'S ,~.500,
" " ,
] SOW HPS, 16,000
BAA-AVS-H-T4
1\
II
lIela'Lighlinglnc,
I i ~ h.. in!.
12UU 92nd Slfcct
Slurll~\'ilnt, WI 53177
Lux
53.
22'-'-'
32
20
55
22 ..
38
:l;\"
.,;;":
Date Received:
L
t
~,,'
;;U,236.6800JUl
ww8.bZOQ~tlng.rOlll
Olf.!21ns
,.._ Original Submltiat
,',
.
" AMf..,
~,., <'..
~...... -~
"'"
First American
First American Title Insurance Company of Oregon
600 Country Club Road
Eugene, OR 97401 .
Phn, (S41)484,2900'
Fax' (S41)484'7321
FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT, PLEASE CONTACT:
Ronald Denton, Title Officer
Phone: (541)484'2900' Fax: (541)484'7321 - Email: radenton@flrstam,com
First American Title Insurance Company
200 SW Market St Ste 250
Portland, OR 97201
Oider No,: 7199-1001705
June 30, 2009
Attn: Trevo[ Cheyne
Phone No,; (503)790'7852 - Fax No,: (503)795-7614
Email: tcheyne@flrstam.com
Re: NCS'284621'OR1
1st Supplemental Preliminary Title Report
ALTA Owners Standard Coverage Liability $ TED Premium $
ALTA Owners Extended Coverage Liability $ Premium $
ALTA Lenders Standard Coverage Liability $ Premium $
Al TA Lenders Extended Coverage Liability $ Premium $
Endorsement Premium $
Govt Service Charge Cost $ 15,00
Other Cost $
We are prepared to issue Title Insurance Policy or Policies in the form and amount shown above, insuring
title to the following described land:
The land referred to In this report is described in Exhibit A attached hereto,
and as of June 25, 2009 at 8:00 a.m" title vested in:
Springfield Church of the Brethren
, Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the following:
L
Taxes, including the current fiscal year, not assessed because of Charitable propertY Exemption,
If the exempt status is terminated an additional tax may be levied, Account No, 0316834.
2,
The rights of the public in and to that portion of the premises herein described ,lying ~thin the . .
limits of streets, roads and highways, . , uate Received.
This report is for the exdusive use of the parties herein shown and is preliminary to the issuance of a
title insurancepoJicy and shall become void unless a policy is issued, and the,full premium paid.
, Original Submittal
JUL - 8 2009
TAl( L-CT 4 bOO
Preliminary Report
Order No.: 7199-1001705
Page 2 of 4
3, Title is held by a church incorporated under the'laws of the State of Oregon. It may sell, convey
or mortgage the property only in accordance with its By'Laws and pursuant to the discipline of
any parent church or regional/national organization with which it may be affiliated, Evidence of
said authority should be submitted prior to recording,
- END OF EXCEPTIONS, '
NOTE; Taxes for the year 2008'2009 EXEMPT
Tax Amount: $NO TAX DUE
Map No,: 1703354104600
Property ID: 0316834
Tax Code No,: 19,00
Situs Address as disclosed on Lane County Tax Roll:,
1096 Main Street, Springfield, OR 97477
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
'WE KNOW YOU HAVE A CHOICE!
cC:, to come
cc:
Arst American Title
Date Received:
JUt - 8 2009
Original Submittal
, ,
Preliminary Report
Order No.: 7199-1001705
Page 3 of 4
-+-'"1' A'H;~/('
~
First American Title Insurance Company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POLICY (06/17/06)
The fallowing matters are expressly excluded from the coverage of this policy, and.the COmpany will not pay loss or darnage/costs, attorneys' fees, or
expenses that arise by reason of:
1. (a) Any law, ordinance, permit, or governmental regulation (including those relatrng to building and zonmg) restricting, 'regulating, prohibiting, or
relating to
(I) the OCOJpancy, use, or enjoyment of the Land;
(ii) the character, dimensions, or location of any Improvement erected on the Land;
(III) the subdivision of land; or
eiv) environmental protection;
or the effect of any violatiofl of these laws, ordInances, or governmental regulations. This Exclusion lea) does not modllY or Iknit the coverage
provided under Covered Risk 5. '
(b) Any governmental pollee power. This Exclusion l(b) does not mcxfify or limit the coverage provided under Covered Risk 6.
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.
3. Defects, Hens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oalmant;
(b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed In writing to
the Company by the Insured Oalmant prior to the date the Insured Claimant became an InSl.Jred under this policy;
(c) resulting in no loss or damage to the Insured Oalmant; 11
Cd) attaching or created subsequent to Date of PolIcy (however, this does not modify or limit the coverage provided underC6vered R!sk 11, 13, 'or 14);
0'
(e) resulting In loss or damage that would not ~ave been sustained If the Insured Oaimant had paid value for the Insured Mortgage.
4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with appllcable dolng7buslness laws of the
state where the Landis situated. '
S. Invalidity or unenforceablllty In whole or In part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage
and is basi!d upon usury or any consumer credit protection or truth-In.lending law.
6. Any claim, by reason of the,operatlon of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that the transacti9n creating the lien of the
In5Ur~ Mortgage, is " -.
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential transfer for any reason not stated In Covered Risk 13(b) of this poliCy.
7. AnyUen 0fI the Tltle'for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
date of recording of the Insured Mortgage In the Public Records. This Exclusion does not modify or limit the coverage provided ~nder Covered RIsk l1(b).
ALTA OWNER'S POLICY (06/17/06)
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage,'costs, attomeys' fees, or
expenses that arise by reason of:
1. (a) Any law, ordinance, permit, or governmental regulation (Including those relating to building and zoning) restricting, regulating, prohibiting, or
relating to .
(I) the occupancy, use, or enjoyment of the land;
(II) the character, dimensions, or location of any improvement erected on the Land;
(ill) the subdivisIon of land; or
(Iv) environmental protectJon;
or the effect of any violation of these laws, ordinances, or governmental regulations. This exclusion l(a) does not Il1cdify or limit the coverage provided
under Covered RIsk S.
(b) MY governmental pollee power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6.
2. Rights of eminent domain. ThIs Exclusion does not modify or limit the coverage provided under Covered Risk. 7 or 8.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oaimant;
(b) not Known to the CDmpilny, not recorded In the Public Records at Date of Pollcy, but Known to the Insured Claimant and not disclosed In writing to
the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this pOlicy;
(c) resulting in no loss or damage to the Insured Claimant;
(d) attaching or created subsequent to Date of poliey (however, this does not modify or limit the coverage provided under Covered Risks 9 and 10); or
(e) resulting In loss or damage that woold not have been sustained if the Insured Oalmant had.pald value for the litle. . .
4. Any claim, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that the transaction vesting the Title as
shown In Schedule A, Is
(a) a fraudulent conveyance or fraudulent transfer; or
(b) a preferential transfer for any reason not stated in Covered Risk 9 of this pOlity.
5. Any lien on the TItle for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
date otrecordlng of the deed or other instrument of transfer In the Public Records that vests TItle as shown in Schedule A.
SCHEDULE OF STANDARD EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or
by the public records; proceedings by a public agency which niay result In taxes or assessments, or notices of such proceedings, whether or not shown
by the records of such agency or by the public records.
2. Facts, rights, Interests or claims which are not shown by the public records but which could'be ascertained by an Inspection of. the land or by making
inquiry of persoos In 1"'.....>.>.:..>.>,...... thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions In patents or In Acts authorizing the Issuance thereof;
water rights, claims or title to water.
4. Any encroachment (of existing ImproVements located on the subject land onto adjoining land or of existing ImproVements
located on adjoining land onto the subject land), enOlmbrance, violation, variation, or adverse circumstance affecting the title
that would be disclosed by an accurate and complete land survey of the subject land.
S. MY lien" or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter
furnished, imposed by law and not shown by the public records.
NOTE: A SPECIMEN COPY OF THE POLICY fORM (OR FORMS) WILL BE FURNISHED UPON REQUEST
11149 Rev. 7-22-08
Date Received:
Hrst American Tltle
JUl - B 2009
, Original Submittal
.. < ' H
Preliminary Report
Order No,: 7199'1001705
Page 4 of 4
Exhibit "A"
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT A POINT 420 FEET EAST, AND 206,9 FEET NORTH OF A POINT THAT IS 94.57 FEET
SOUTH 400 40' EAST FROM A POINT 105,2 FEET NORTH OF THE SOUTHWEST CORNER OF THE PAUL
BRATTAIN DONATION LAND CLAIM NO, 63, IN TOWNSHIP 17 SOUTH OF RANGE 3 WEST OF THE
WILLAMETTE MERIDIAN, IN LANE COUNTY, OREGON, AND RUNNING THENCE SOUTH PARALLEL WITH
THE EAST LINE OF TENTH STREET, 206,9 FEET, MORE OR LESS TO THE NORTH LINE OF MAIN STREET
IN SPRINGFIELD, LANE COUNTY, OREGON; THENCE EASTERLY ALONG THE NORTH LINE OF MAIN
STREET 60 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF TENTH STREET 214,3 FEET;
MORE OR LESS, TO A POINT 60 FEET EAST OF THE BEGINNING POINT, AND THENCE WEST 60 FEET TO
THE PLACE OF BEGINNING, IN LANE COUNlT', OREGON,
EXCEPTING THEREFROM: THAT CERTAIN TRACT CONVEYED BY ANDREW], WAFFLE AND STELLA M.
WAFFLE, HUSBAND AND WIFE, TO CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION, BY
INSTRUMENT RECORDED OCTOBER 21, 1940 IN BOOK 206, PAGE 365, LANE COUNTY OREGON DEED
RECORDS, IN LANE COUNTY, OREGON,
ALSO EXCEPT THAT PORTION LYING WITHIN MAIN STREET,
Tax Parcel Number: 0316834
Date Received:
JUL - 8 2009
Arst American TItle
Original Submittal
;, ...
First American
First American Title Insurance Company of Oregon
600.Country Club Road
Eugene, OR 97401
Phn, (541)484'2900
Fax' (541)484'7321
FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT, PLEASE CONTACT:
Ronald Denton, TItle Officer
Phone:' (541)484'2900 ' Fax: (541)484'7321 ' Email: radenton@firstam,com
First American TItle Insurance Company
200 SW Market St Ste 250
Portland, OR 97201
Order No,: 7199,1001673
June 30, 2009
Attn: Trevor Cheyne
Phone No,: (503)790'7852 - Fax No,: (503)795'7614
Email: tcheyne@firstam.com
Re: NCS'284614-0R1
1st Supplemental Preliminary Title Report
ALTA Owners Standard Coverage Liability $ TIlD Premium $
Al TA Owners Extended Coverage Liability $ Premium $
Al TA lenders Standard Coverage liability $ Premium $
Al TA lenders Extended Coverage Liability $ Premium $
Endorsement Premium $
Govt Service Charge Cost $ 15,00
Other Cost $
We are prepared to issue'TItle Insurance Policy or Policiesin the form and amount shown above, insuring
title to the following described land:
The land referred to in this report is described in Exhibit A attached hereto,.
and as of June 25, 2009 at 8:00 a,m" title vested in;
Springfield Church of the Brethren
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the following:
1. Taxes, including the current fiscai year, not assessed because of "Religious" Exemption, If the
exempt status is terminated an additional tax may be levied, Account No, 0316842.
2. The rights of the public in. and to that portion ofthe premises herein described lying within the
limits of streets, roads and highways, 'Date Recejv~g;
:;0
~,.,
:\
This report Is for the exclusive use of the parties herein shown and is preliminary to the issuance of a
title insurance policy and.shaU become void unless a policy is issued,. and the full premium paid.
JUL ~ 8 2009
,,',
.'
.?,'~jjj
Original Submittal
i j..'1.. J..or ~1 00 '
Preliminary Report
Order No.: 7199.1001673
Page 2 of 4
3, Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or
restriction indicating a preference, limitation or discrimination based on race, coior, religion, sex,
handicap, family status, or national origin to the extent such covenants, conditions or restrictions
violate TItle 42, Section 3604(c), of the United States Codes: '
Recording Information: March 12,2009, Reception No, 2009,012531
4, Lease and the terms and conditions thereof:
Lessor: Springfield Church of the Brethren
, Lessee: ShelterCare
'As disclosed by: Declaration of Restrictive Covenants
Recorded; March 12,2009
Recording No.: 2009,012531
5, TItle Is held by a church incorporated under the laws of the State of Oregon, It may sell, convey
or mortgage the property only in accordance with its By'laws and pursuant to the discipline of
any parent church or regional/national organization with which it may be affiliated" Evidence of
said authority should be submitted prior to recording, '
, END OF EXCEPTIONS -
NOTE; Taxes for the year 2008-2009 EXEMPT
Tax Amount: $NO TAX DUE
Map No,: 1703354104700
Property ID; 0316842
Tax Code No,: 01900
, Situs Address as disclosed on lane County Tax Roll:
1082 Main Street, Springfield, OR 97477
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
Date Received:
First American ntle
JUL - 8 2009
Original Submittal
Preliminary Report
Order No,; 7199,1001673
Page 3 of 4
'+- ~ '( .. II ~ ~, <'
~
~
First American Title Insurance Company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POLICY (06/17/06)
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or
expenses that arise by reason of: .
1. '(a) Any law, Ofdinance, pennit, or governmental regulation (including those relating to building and zoning) restricting; regulating, prohibiting, or
relatlng to
(I) the occupancy, use, or enjoyment of the land;
(Ii) the character, dimensions, or location of any improvement erected on the Land;
-(Iii) the subdivision of land; or
(Iv) environmental protection;
or the effect of -any violation of these taws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage
provided under Covered Risk 5. . .
(b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6.
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 1
3. Defects, liens, encumbrances, adverse claims, or other matters '
{al created, suffered, assumed, or agreEid to by the Insured Calmant;
(b) not Known to the Company, not recorded In the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed In writing to
the Company by the Insured Oalmant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting In no loss or damage to the Insured daimi;mt;
(d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14);
or
(e) resultlng In loss or damage that would not have been sustained if the Insured dalmant had paid value for the Insured Mortgage.
4. Unenforceabllity of the lien of the Insured Mortgage because of theinabJllty or failure of an Insured to comply with applicable doing-business laws of the
state where the land is sItuated. ,_ ;:
5. Invalidity or unenforceabilltyln whole or in part of the lien of the Insured Mortgage.that arises out of the transaction evidenc~ by the Insured Mortgage
and Is based upon usury or any consumer credit protection or truth-In-Iendlng law. . I;
6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transactlOncreating.the lieflOf the .
Insured Mortgage, is ,- - - -
(a) a fraudulent conveyance or frcludulent transfer, or
(b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.
7. Any iien on the Title for real estate taxes or assessments Imposed'by governmental authority and created or attaching betWeen Date of Policy and the
date of recording of the Insured Mortgage In the Public Records. This Exclusion does not mooify or limit the coverage provid~under Covered Risk. l1(b).
ALTA OWNER'S POLICY (06/17/06) ,
The following matters are expressly excluded from the coverage of this JXIlJcy, and the Company wilt not pay loss or damage, costs, attorneys' fees, or
expenses that arise by reason of: ' .
1. (a) Any law, ordinance, permit, or governmental regulation (Including those relating to building and zcining) restricting, ~regulating, prohibiting, or
~~~ '
(I) the occupancy, use, or enjoyment of the land;
(II) the character, dimensions, or location of any Improvement erected on the land;
(ill) the subdivision of land; or
(Iv) environmental protection;
or the effect of any violation of these laws; ordinances, or governmental regulations. This Exclusion lea) does not modify or limit the coverage provided
under Covered Risk 5.
(b) Any governmental pollee power. This Exclusion l(b) does not modify or lImit the coverage provided under Covered Risk 6:
2. Rights of eminent domain. This Exclusion does not modify or limit the coverclge provided under Covered Risk 7 or 8.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oalmant;
(b) not Known to the Company, not recorded In the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed tnwriting to
the Company by the Insured Oalmant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting In no loss or damage to the Insured Oalmant;
(d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverclge provided under Covered Risks 9 and 10); or
(e) resulting In loss or -damage that would not have been sustained If the Insured Oaimant had paid value for the TItle.
4. Any claim, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that the transaction vesting the Tll:le as
shown in Schedule A, is '
(a) a fraudulent conveyance or fraudulent'transfer; or
(b) a preferential transfer for any reason not stated In Covered Risk 9 of this policy,
5. Any lien on the Title for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of PolICy and the
date of recording of the deed or other Instrument of transfer in the Public Records that vests Title as shown In Sdledule A.
SCHEDULE OF STANDARD EXCEPTIONS
1. Taxes or assessments whldl are not shown as existing liens by the records of any ~xlng authority that levies taxes or assessments on real property or
by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown
by the records of such agency or by the pUblic records.
2. Facts, rights, Interests or claims which are not shown by the public records but which could be ascertained by an Inspection of the land or by making
inquIry of persons tn possessIon thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions In patents or In Acts authorizing the Issuance thereof;
water rights, claims or title to water. . .
4. Any encroachment (of exIsting Improvements located on the subject land onto adjoining land or of existing Improvements
located on adjOining land onto the subject land), enaimbrance, violation, variation, or adverse drcumstance affecting the title
that would be disclosed by an accurate and complete land survey of the subject land.
5. Any lien" or right to a lien, for services, labor, material, equipment rental or workers compensatIon heretofore or hereafter
furnished, imposed by law and not shown by the public records, .
NOTE: A SPECIMEN COPY OF THE POUCY FORM (OR FORMS) WIU 8E FURNISHEl? UPON REQUEST
11149Rev,7-22-08
Date Received:
First American Title
JUL - 8 2009
'Original Submittal
Preliminary Report
Order No.: 7199-1001673
Page 4 of 4
Exhibit "An
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT A POINT WHICH IS 360 FEET EAST OF A POINT THAT IS 94,57 FEET, SOUTH 400 40'
EAST FROM A POINT 105,2 FEET NORTH OFTHE SOUTHWEST CORNER OF THE PAUL BRAlTAIN
DONATION LAND CLAIM NO, 63, IN TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMffi
MERIDIAN, RUNNING THENCE EAST 60 FEET, MORE OR LESS, TO THE MONUMENT WHICH MARKS THE
SOUTHEAST CORNER OF BLOCK 7 OF BRAlTAIN'S ADDmON TO SPRINGFIELD, LANE COUNTY,
OREGON, AS PLAlTED AND RECORDED IN BOOK 9, PAGE 6, LANE COUNTY OREGON PLAT RECORDS
BEFORE SAME WAS VACATED; THENCE NORTH 196.3 FEET; THENCE WEST 60 FEET; MORE OR LESS TO
A POINT DUE NORTH OF THE BEGINNING POINT; THENCE SOUTH 196.3 FEET TO THE PLACE OF
BEGINNING, IN LANE COUNTY, OREGON,
EXCEPTING: THAT PORTION OF THE ABOVE,DESCRIBED PREMISES INCLUDED IN THAT CERTAIN DEED
WHEREIN PAUL HADLEY AND PEARL HADLEY, HUSBAND AND WIFE, WERE GRANTORS, AND THE TOWN
OF SPRINGFIELD, WAS GRANTEE, REGISTERED IN BOOK 14, PAGE 480, OF THE CERTIFICATE OF
REGISTERED TITLES, RECEPTION NO, 3474, IN LANE COUNTY, OREGON,
Tax Parcel Number: 0316842
Date Received:
JUL -8 2009
Aist Amen'can Title
Original Submittal
\
; t.
"I; 11< M Ii It I
~
~~~
First American
First American Title Insurance Company of Oregon
600 Country Club:Road
Eugene, OR 9740i
Phn ' (541)484'2900
Fax, (541)484'7321
FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT, PLEASE CONTACT:
Ronald Denton, Title Officer '
d'.
Phone; (541)484-2900 - Fax; (541)484-7321 ' Email: radenton@firstam,com
First American TItle Insurance Company
200 SW Market St Ste 250
Portland, OR 97201
Order No,: 7199,1001592
Ii June 30, 2009
i~ .
Attn: Trevor Cheyne
Phone No,: (503)790'7852 - Fax No,: (503)795-7614
Email: tcheyne@firstam.com
Re: NCS-284601'OR1
1st Supplemental Preliminary Title Report
. AL TA Owners Standard Coverage liability $ TBD Premium $
AlTA Owners Extended Coverage Liability $ Premium $
ALTA lenders Standard Coverage Liability $ Premium $
ALTA Len~ers Extended Coverage Liability $ Premium $
Endorsement Premium $
Govt Service Charge Cost $
Other Cost $
TBD
15,00
We are prepared to issue TItle Insurance Policy or Policies In the form and amount shown above, insuring
title to the following described land: "
The land referred to in this report is described In Exhibit A attached hereto,
and as of June 25, 2009 at 8:00 a,m" title vested in:
Springfield Church of the Brethren
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the followi ng:
1. Taxes, Including the current fiscal year, not assessed because of Religious Exemption. If the
exempt status is terminated an additional tax may be levied, Account No, 0316859,
2.
The rights of the publiC in and to that portion of the premises herein descri~ed lying within the
limits of streets, roads and highways, Date R '
ecelved:
JUl - 8 2009
This report 15 for the exdusive use of the parties herein shown and is preliminary to the issuance of a
title insurance policy and shall become void unless a policy is issued, and t~e full premium paid.
j
j
,~~.
, Original SubmittaL
1".4 X \-.., '\ 4-e>co
Preliminary Report
Order No,; 7199"1001592
Page 2 of 4
3, Declaration of Trust, Executed by the Church of the Brethren of Springfield, whose legal name is
Springfield Church of the Brethren, including terms and provisions thereof,
Recorded: March OB, 1988 in Reel 1503R, Reception N~. 88,09349
4. Title is held by a church incorporated under the laws of the State of Oregon, It may sell, convey
or mortgage the property only in accordance with its By,Laws and pursuant to the discipline of
any parent church or regional/national organization with which it may be affiliated, Evidence of
said authority should be submitted prior,to recording.
- END OF EXCEPTIONS -
NOTE: Taxes for the year 2008-2009 EXEMPT
Tax Amount: $NO TAX DUE
Map,No,: 1703354104800
Property 10: 0316859
Tax Code No,: 01900
Situs AcJdr.es~ as disclosed on Lane County Tax Roll;
1062 Main Street, Springfield, OR 97477
THANKYOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
i Date Received:
JUl - 8 2009
First American Title
Original Submittal
Preliminary Report
Order No.: 7199-1001592
,Page 3 of 4
"" '" 1 ,,>t >; ~'('
~
~
First American Title Insurance Company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POLICY (06/17/06)
The following matters are expressly excluded from the coverage of thls policy, and the Company will not pay loss or damage, costs, attorneys' fees, or
expenses that arise by reason of:
1. (a) Any law:'ordlnance, permit, or governmental regulation (Including those relating to building and zoning) restricting,. regulating, ,prohibiting, or
relating to
(I) the occupancy, use, or enjoyment of the land;
(II) the character, dimensions, or location of any Improvement erected on the land;
(Iii) the subdivision of land; of
(Iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify eX" limit the coverage
provided under Covered Risk 5.
(bl. Any governmental pollce power. Thls'Excluslon 1(b) does not rnocllfy or limit the coverage provided under Covered Rlsk 6.
2. Rights of eminent domain. ThIs Exclusion does not modify or limit the coverage provided under Covered Risk 7 or B.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, Q( agreed to by the Insured dalmant;
(b) not Known to the Company, not recorded in the Public Records at Date of PolIcy, but KnOwn to the Insured Claimant and not disclosed In writing to
the COmpany by the Insured Claimant prior to the date the Insured Claimant became an Insured under thIs policy; "
(c) resulting in no loss or damage to the Insured Claimant;
(d) attaching or created subsequent to Date of Policy (however, thls does not modify or limit the coverage provided under Covered RISk 11, 13, or 11);
or ,;'
(e) resulting In loss or damage that would not have been sustained If the Insurecl'dalmant had paid value for the Insured Mortgage.
4. Unenforceability of the lien of the Insured Mortgage because of the InabUlty 'or failure of an Insurea' to comply with applicable"dolng-buslness laws of the
state where the land Is situated. I " "
5. Invalidity or unenforceablllty In whole or In.part of the lien of the Insured Mortgage that arises oiJt of the transaction evidencea hy.the Insured,Mortgage
and Is based UJXln usury Of any consumer credit protection or truth-in-Iendlng law. !
6. Any claim, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that the transaction creating the lien of the
Insured Mortgage, Is I' . - , .
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 1
7. Any lien on the Title for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
date of recording of the Insured Mortgage In the Public Records. This Exclusion does not modify or limit the coverage provld~'under Covered Risk 11(b).
j
ALTA OWNER'S POLICY (06/17/06)
The follOWing matters are expressly excluded from the coverage of this policy, and the Company wUI not pay loss or damage, costs, attorneys' fees, or
expenses that arise by reason of: .,
1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting,"regulatlllQ, prohibiting, Q(
relating to '
(I) the occupancy, use, or enjoyment of the Limd;
(II) the character, dimensions, or location of any improvement erected on the land;
(JII) the subdivisIon of land; or
(iv) environmental protection; ,
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not mocllfy or limit the coverage provided
under Covered RIskS.
(b) Any governmental pollee power. This Exclusion 1(b) does nat mocllfy or limit the coverage provided under Covered Risk 6:
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or B. :
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created; suffered, assumed, or agreed to by the Insured dalmanti
(b) not Known to the Company, not recorded In the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to
the Company by the Insured dalmant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting In no loss or damage to the Insured dalmanti .
(d) attachIng or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under CO\'eted Rlsks g and 10);-or
(e) resulting In loss or damage that would not have been sustained If the Insured dalmant had-paid value for the Title.
4. Any claim, by reason of the operation of federal bankruptcy, state InsOlvency, or similar creditors' rights laws, that the transaction vesting the TItle as
shown In Schedule A, Is
(a) a fraudulent conveyance or fraudulent transfer; or
(b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy.
5. Any lien on the Title for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
date of recording of the deed or other Instrument of transfer in the Public Records that vests Title as shown In Sdledule A. 1
SCHEDULE OF STANDARD EXCEPTIONS
1. Taxes or assessments which are not shown, as existing liens by the records of any taxing authority that levies taxeS or assessments on real property or
by the public records; proceedings by a public agency which may result In taxes or, assessments, or notices of such proceedlnQs, whether or not shown
by the reCords of such agency or by the public records. .
2. Facts, rights, Interests or claIms which are not shown by the public records but which rould be ascertained by an, Inspection of the land or by making
inquiry of persons In possession thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions In patents or In Acts authorizing the issuance thereOf;
water rights, claims ortltJe to watet. '. :,
4. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing Improvemen.ts
located on adjoining land onto the subject land), encumbrance, violation', variation, or adverse circumstance affecting the title
that would be dIsclosed by an accurate and complete land survey of the subject land. ,
5. Any lien" or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter
fumished,lniposed by law and not shown by the pUblic records. ~
NOTE: A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) WILL BE F~RNISHED UPON REQUEST )1 11 149 Rev. 7-22-08
bate Received:
I'
First American Title
JUL - 8 2009
Original Submittal
"
".
... ' . .
Preliminary Report
Order No.: 7199-1001592
Page 4 of 4
Exhibit "A"
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT A POINT ON THE SOlJTH LINE OF THE ALLEY RUNNING EAST AND WEST BETWEEN
MAIN STREET AND "A" STREET AND 300 FEET EAST OF THE EAST LINE OF TENTH STREET IN
BRATTAIN'S ADDmON TO SPRINGFIELD, A5 PLATTED AND RECORDED IN BOOK 9,j'PAGE 6, LANE
COUNTY, OREGON PLAT RECORDS, RUNNING THENCE EAST 60 FEET; THENCE SOUTH 180 FEET; MORE
OR LESS, TO THE NORTH LINE OF MAIN STREET; THENCE WESTERLY ALONG THE NORTH LINE OF
MAIN STREET TO A POINT DUE SOlJTH OF THE POINT OF BEGINNING; THENCE NORTH 170 FEET,'
MORE OR LESS, TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
EXCEPT THAT PORTION LYING WITHIN MAIN STREET,
Tax Parcel Number; 0316859
Date Received:
JUl - 8 2009
\,
"
A"rst Af!lelican Tltle
Original Submittal
~J ~
First American
First American Title Insurance Company of Oregon
600 Country Club Road
Eugene, OR 97401'
Phn, (541)484'2900
Fax' (541)48+7321' ,
FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT. PLEASE CONTACT:
, Ronald Denton, Title Officer , ,I
Phone: (541)484,2900, Fax: (541)484-7321 - Email: radenton@firstal1),-com
First American Title Insurance Company
200 SW Market St Ste 250
Portland, OR 97201
Order No,:' 7199-1001638
,i June 30, 2009
Attn: Trevor Cheyne
Phone No,: (503)790-7852 - Fax No,; (503)795-7614
Email;tcheyne@firstam.com
Re: NCS-284609'OR1
1st Supplemental Preliminary Title Report
AL TA Owners Standard Coverage liability $ TllD Premium $
ALTA Owners Extended Coverage Liability $ Premium $
AI.. TA lenders Standard Coverage Liability $ Premium $
ALTA Lenders Extended Coverage Liability $ Premium $
Endorsement Premium $
,
Govt Service Charge Cost $ 15,00
Other Cost $
We are prepared to issue Title Insurance Policy or Policies In the form and amount shown above, insuring
title to the following described land: '
The land referred to in this report is described in Exhibit A attached hereto,
and as of June 25, 2009 at 8:00 a,m" title vested in:
Springfield Church of the Brethren
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the following:
1. Taxes, including the current fiscal year, not assessed because of Charitable'Exemption. If the,
exempt status Is terminated an additional tax may be levied, Account No, 0316859.
2. The rights of the public in and to that portion of the premises herein described lying within the
limits of streets, roads and highways,
Date Received:
This report is for theexdusive use of the parties herein shown and is preliminary to the issuanc~ of a JUL 8 2009
title insurance policy"and shall become void unless a policy is issued, and the full premium p~id. -.
Original Submitta'
, iA X t..oT 4llJCiO
PrelimInary Report
Order No.: 7199-1001638
Page 2 of 4
3, Declaration of Trust, Executed by the Church of the Brethren of Springfield, whose legal name is
Springfield Church of the Brethren, including terms and provisions thereof.
, Recorded: March 08, 19B8 in Reel 1503R, Reception No, 88'09349
4. TItle is held by a church incorporated under the laws of the State of Oregon.!: It may sell, convey
or mortgage the property only in accordance with its By'Laws and pursuan~ to the discipline of
any parent church or regional/national organization with which it may be affiliated. Evidence of
said authority should be submitted prior to recording, ::
- END OF EXCEPTIONS -
NOTE: Taxes for the year 2008-2009 EXEMPT
Tax Amount: $NO TAX DUE
Map No.: ' 1703354104900
Property 1D: 1398500
Tax Code No,: 01900
Situs Address, as disclosed,.on Lane County Tax Roll:
1072 Main Street, Sprigfield, OR 97477
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
Date Received:
jUl - 8 2009
First American Tltle
Original Submittal
... . ~
Preliminary Report
Order No.: 7199.1001638
Page 3 of4
;~
... ~ 4-L#' of.
~
First American Title Insurance Company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POLICY (06/17/06)
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or
expenses that arise by reason of: . ,~
1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting;' regulating, prohibiting, or
relating to
(I) the occupancy, use, or enjoyment of the Land;
(n) the character, dimensions, or location of any Improvement erected on the land;
(Ill) the subdivision of land; or
(Iv) environmental protection; j,
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage
provided under Covered Risk 5.
(b) Anygovemmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6;
2. Rights of eminent domain. This Exclusion does not modify or limit the covel(lge provided under Covered Risk 7 or B.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created; suffered, assumed, or agreed to by the Insured Cla!mant; ,
(b) not KllOwn to the Company, not recorded In the Public Records at 'Date of Policy, but Known to the Insured Claimant and not discbsed In writlng to
the Company by the Insured Qalmant prior to the date the Insured Claimant became an Insured under this pollCy; r
(c) resulting in no loss or damage to the Insured Claimant;
(d) attaching or created subsequent to Date of Policy (however, this does not modify 0/' limit the coverage provided under q:>vered Risk 11, 13, or 14);
or "
(e) resultlng In loss or damage that would not have been sustained if the lnsured Claimant had paid value for the Insured Mo'rtgage.
4. Unenforceability of the lien of the Insured Mortgage because of the Inability or failure of an Insured to comply wIth applfcable',dolng-buslness laws of the
state where the land Is situated. 1,
S. Invalidity or unenforceablllty In whole or In part of the lien of the Insured Mortgage that arises out of the transaction evk::lenced by the Insured Mortgage
and is based upon usury or any consumer credit protection or truth-In-lending law. !:
6. Any claim, by reason of the operation of. federal bankruptcy, state InsolvenCy, or similar creditors' rights laws, that the transaction creating the lien of the .
Insured Mortgage, is '
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential transfer for any reason not stated In Covered Risk 13(b) of this polley.
7. Any lien on the Title for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
date of recording of the Insured Mortgage In the Public Records. This Exclusion does not mcdify or limit the coverage provided:under Covered Risk ll(b},
ALTA OWNER'S POLICY (06/17/06) ,!i
The following matters are expressly excluded from' the coverage of this polley, and the Company will not pay loss or damage, costs, attorneys' fees,or
expenses that arise by reason of: 'r
1. (a) Any Jaw, ordinance, pennlt, or governmental regulation (including those relating to building and zoning) restricting,; regulating, prohlbitlng, or
relating to .,
(I) the occupancy, use, or enjoyment of the Land;
(II) the character, dimensions, or lOcation of any Improvement erected on the land;
(IIi) the subdivision of land; or .
(Iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This exclusion l(a) does not moclify or limit the coverage provided
under Covered Risk S.
(b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6.',
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or B.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oaimant;
(b) not Known to the Company, not recorded in the Public Records at Date of Polley, but Known to the Insured Claimant and not disclosed In writing to
the Company by the Insured Qalmant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting In no loss or damage to the Insured Claimant;
(d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under CoVered Risks 9 and 10); or
(e) resu!t1ng:ln loss or damage that would not have been sustained if the Insured Oalmant had paldvalue for the TItle.
4. Any claim,. by reason of the operation of fedel(ll bankruptcy, state InsOlvency, or slmUar creditors' rights laws, that the transaction vesting the Title as
shown In Schedule A, Is
(a) a fraudulent conveyance or fraudulent transfer; or
(b) a preferential transfer for any reason not stated In Covered RIsk 9 of this policy.
S. Any lien on the Title .for real estate taxes Of assessments Imposed, by, governmental authority and created or attaching between Date of Policy and. the
date ofreco.rdtng of the deed or other Instrument of transfer In the Public Records that vests'TItle as shown in Schedule A.
SCHEDULE OF STANDARD EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes Of assessments on real property or
by the public records; proceedings by a public agency which may result In taxes or assessments, or notices of such proceedings, whether or not shown
by the records of such agenCy or by the public records. ,
2. Facts, rights, Interests or dalms which are not shown by the public records but which could be ascertained by an inspection of the land or bY making
Inquiry of persons In possession thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions In patents or in Acts authorizing the Issuance thereof;
water rights, claims or title to water.
4. Any encroachment (Of existIng Improvements located on the subject land onto adJolnlng'land or of existing Improvements
located on adjoIning land onto the subject land), encumbrance, violation, variatlon, or adverse circumstance affecting the title
that would be disclosed by an accurate and complete land survey of the subject land.
S. Any lien" Of right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter
furnished, imposed by law and not shown by the public records. - "
NOTE: A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) WILL BE FURNISHED UPON REQUEST
,; 11 149 Rev 7-22-08
i:Date Received:
"
A"rst American Title
JUL - 8 2009
Original Submittal
" . . ..
Preliminary Report
Exhibit "A" ,
Order No,: 7199'1001638
Page 4 of 4
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT A POINT ON THE SOUTH LINE OF THE ALLEY RUNNING EAST AND WEST BElWEEN
MAIN STREET AND "A" STREET, 225 FEET EAST OF THE EAST LINE OF TENTH STREIT IN SPRINGFIELD,
OREGON, AND RUNNING THENCE EAST ON THE SOUTH LINE OF SAID ALLEY 75HE:r; THENCE SOUTH
PARALLEL WITH THE EAST LINE OF TENTH STREET 168,00 FEET, MORE OR LESS, TO THE NORTH LINE
OF MAIN STREET; THENCE WESTERLY ALONG THE NORTH LINE OF MAIN STREET TO A POINT THAT IS
EXACTLY 225 FEET DUE EAST OF THE EAST LINE OF TENTH STREET AND DUE SOuTH OF THE POINT
OF BEGINNING; THENCE NORTH 156,05 FEET, MORE OR LESS, AND PARALLEL WITH THE EAST LINE OF
TENTH STREET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON,
Tax Parcel Number: 1398500
First American Title
Date Received:
JUL - 8 2009
Ori~inal Submittal
, '
'_4. ~
,
..
~, '"
;J; t./4:i
WARRANTY ~
FOR'VALUE RECEIVED, ARLAN H. FARMER and ROSE"M. FARMER,
husband and wife, herein referred to ,as grantors, hereby grant,
bargain, sell and convey unto HOWARD E. ZINK, herein #eferred to
as grantee, the following described real property, with tenements, ,
hereditaments and appurtenances, to wit:
P JlRCEL ONE: '
"eg1nn1ng at a point which is 360 feet East of a point ,that is
94.51 feet South 40. 40' East from a point 105.2 feet North of
the Southwest corner of the Paul'Brattain Donation Land Claim No.
63, in Township 11 South, Range 3 West of the Willamette Meridian,
running thence East 60 feet, more or less, to the monument which
marks the Southeast corner of Slock 7 of BRATTAIN'S ADDITION to
Springfield, Lane County, Oregon, as platted 'and recorded in Book
9, Page 6, Lane County Oregon Plat Records before same was vacated;
thence North 196.3 feet; thence Nest 60 feet; more or less ,to a
pOint due North of the Beginning Point; thence'South 196.3 feet
to the place of beginning, in Lane County, Oregon,
EXCEPTING: That po~tion of the above~describedpremises included
in that certain deed wherein Paul Hadley and Pearl Hadley, husband
and wife, were grantors, and the Town of Springfield, was grantee,
registered in Book 14, Page 490, of the Certificate of Registered
Titles, being Instrument No. 3474, in Lane County, Oregon.
,
ALSO: Beginning at a point 420 feet East and 206.9 feet North of
a point that is 94.57 feet South 40' 40' East from a po~nt 105.2
feet North of the Southwest corner of the Paul Brattain;: Donation
'Land Claim 1<'0. 63, in Township 17' South of nange 3 l'1estj!of the
Willamette Meridian. in Lane County, Oregon, and running thence
South parallel with the East line of Tenth Street, 206.9 feet,
more or less to the North line of Main Street in Springfield ,Lane
County, Oregon; thence Easterly along the North line of ,Main Street
60 feet; thence North parallel with the East line of Tenth Street
214.'3 feet, more or less, to a point 60 feet East of the beginning
point, and thence West 60 feet to the place'of beginning, in Lane
County, , Oregon.
EXCEPTING THEREFROI~: That certain tract conveyed by Andrew J.
Waffle and Stella M. Waffle; husband ,and wife, to City o:f Springfield,
a municipal corporation, by instrument recorded October '21, 1940, in
Reception NO. 80967, ,L,ane County Oeegon Deed Reoords, in'Lane County,
Oregon.
PARCEL T1~O:
Beginning at a point on the South line of the alley running East
and West between Main Street and "A" Street 225 feet East of the
Page 1 - Warranty Deed
,
f':'
Date Received:
JUl - 8 2009
I
~:
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'O!
Original ::;ubmlttal
I
,"
J! TA.X. I.<>T 4'-00
.
9.
East line of Tenth Street in Springfield, Lane County," Oregon, and
running thence East on the South line of said alley 75!: feet; thence
South parelle1 with the East line of Tenth 'Street, 168.00 feet,
more' or less, to the North line of Hain Street; thence '!Westerly
on ,the North line of said r~in Street 75 plus feet to a point
exactly 225 feet East of the East Une of Tenth Street!i if extended
Southerly; thence North 156,05 feet, more or less, and!lparallel
with the East line of Tenth Street ,to the place of beginning, in
"I
Lane County, Oregon, I'
If
ALSO: Beginning at a point on the South line, of the alley running
East and west between Main Street and "A" Street and 300 feet East
of the East line of Tenth Stree~ in BRATTAIN'S ADDITION to Springfield,
as platted and recorded in Book,9, Page 6', Lane countyllOregon Plat
Records, running thence East 60 teet, thence South 180 ::feet; more
or less, to the North line of Main Street:; thence westerly along
'the North line of 'Main Street: to a point due South of the point of
beginning; thence North 170 feet, more or less, to the I~oint of
beginning, in Lane' County, Oregon. ' II
,
"
Sub;ect to a Land Sale Contract, dated October 31, 1972, recorded
March 15, 1975, aeception No. 75~08051, by and between iWilkes
Enterprise's, Inc., an Oregon Corporation, as Vendor and Arlan H,.
Farmer and"Rose M. Farmer, husband and wife, as vendee," Official,
. , . I
, Records of Lane ,County, Oregon" which grantee herein ass,umes and
agrees to pay., I
II
Subject to easements, reservations and restrictions of record.
II
TO HAVE AND TO HOLD the said premises unto sdid grantee,
his heirs and assigns forever.' And the said grantors hereby
covenant that: they are lawfully seized in fee simple of: said prem-
ises; that they are free from all encumbrances, except as above '
stated, and that,they will warrant and defend the ,abovergranted
premises against all lawful claims whatsoever, except as above
stated. i! ,
!I
The true and actua~50nsideration for this transfer is
$190,000.00. DATED this' ~ day of April, 1976, "
, <<; ti rLZ.L.--r /.',' .'-
~~~~~'1,i~'<~~
'=T f.n-\7?~ 11'(.eJp-~
Rose M. FArmer '
Coun ty of Lane
STATE OF OREGON )
)
)
ss,
On this jff ,day of April, 1976, peraonally appeared the
,above-named Arlan H. Farmer and~O M. Farmer, husbandli,.and wife,
and acknowledged the foregoing in wnent AO b~~ir voluntary
act and deed. Before me: . ~, ;:;!;i;.'
. tary l>i1DJ.1~ 0 'o~on -,
My COlllll\baion expires: ;I. \', 7:>
Grantee's address,: 2278 North 8th Street, Springf1el.",.u" ~,.".
Page 2 - Warranty Deed (End) :Date Received:
JUL - IS LUU:!
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P-eginnlnl) .H a f11')1nt which h 360 feet [nt of a point ~.h~t h 94...S1 fl!'et
South 40' 40' Cast fr01l1 . point IOS.2 feet Norlh of the ,Southwesl:: eorner of
I,he P.ul Grattaln Oon.tlon l.nd Chim no. 63, In Township 17 South, R.nqe 3
~Iest of the wt11amette Mer-td1an; .rur::ning theee Eut 60 feet, morr'; or less, to
the monument which ...rks the Southeost comer of Block No.7 of 8toltalns
Adrlttion to Springfield, Lane County, Oregon, hefore same HIS Yac~tedi thence
"orth 196,3 feot; thence West 60 feet. more or less to . point due North Of
the hoglnnlng point; thence South 196.3 feet to the place of beginning, In
t.ne County, Onegon. EKCEPTIHG therefrom th.t portion of the .bove described
premi ses included In ,that certain deed wherein Paul Hadley .nd Pearl Hadley,
hush and and wife, ""re'Gr.ntors .nd the Town of Springfield, W1IS I,grantee,
registered In Volume 14. P"ge 460. of the Certifleate of Registered Titl.s,
being \nstument No. 8474. ' !I
PARCEl Il, j, '
6eglnnlng .t A point 420 feet EAst .nd 206.g'feet Harth ,of . point thAt IS
94.57 feet South 40. 40' East "rom a point 105.2 feet Harth 0' the Southwest
corner ~f the Paul BrattaIn Donation Land Claim Ho. 63, In Towns~lp 17 S~uth.
Range 3 Irest of the Wllhmette Meridian, In lane Coun,ty, Oregon.ii.nd ",nnlng
thenee South parallel with the East line 0' Tenth Street 206.9 feet, more or
less to <the florth line 0' Main Street In Springfield, Lane County, ,Oregon;
thence Easterly along the North line of Main Street 60 'eet; thence North
parallel with the East line of Tenth 'Street 2\0,3 feet, more or"less, to a
~6lnt 60 feet East of the beglnnln9' Point, and thence I/est 60 feet to the
place of begInning., EY.CEPtlHG ntEREFIlOM that.'certaln tract coriveyed'by
Andrew J. Waffle and Stella M. Waffle, hus,band and wi'e, to cttyi!of
Springfield, a ~lnlcipa1 corporAtion, by instrument recorded October 21,
\940, in Lane County Oregon Deed Records, under Recorder's Reception No.
68967, " !.
PARCEl IIi. < , ' "
Beginning ,at a point on the South .line of the .lley running Cast li.nd \lest
hetween Haln Street and "A" Street 225 fe.t East of the East l1n. of Tenth
Stre.t In ,Springfield, l.n. County, Oregon, and running thence Ea'st on the
South,11ne of saId alley 75 f.et;' thence South parallel with the lEast 'Ine of
Tenth Street 168.00 feet, mar. or less, to the North lln. of Main Street;
thenee Wosterly on the North line of said M.ln Street 75 plus feet to . point
, exactlJ 225 feet East 0' tbe E.st line of Tenth, Street 1f extended Southerly,
thenee North 156.05 feet. more or less, and porallel wIth the ElSt line of
lenth Stree,t to the place of beginning. In Lane County, Oregon, '
PARCEL IV.
Beglnnl ng at" a' point on the South ltne of the aHey running East ,'and West
between '...In 'Street and "A. Street and 300 'eet East of the East ;,ltne of Tenth,
Street In BrattaIn's Addition to Sprlngflald, In lAne County., (,regon, as
platted and reeorded In Volume 9, Page 6. Line County Oregon Plat Records,
running theoce ElSt 60 feet; thenee South 180 'eet. more or less; to the" 'iorth
line of H.in Street; thence Westerly along the Marth line of Haln Stre.t to a
point due So uti' of the point 0' begInning; thence North 170 feeti more or
les~.. to the pol.nt of begfnn1ng. in'L,ne r.ounty" Oregon.
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WHDItI.S, the CIIURCH or m .I,;.~..,,:,,;.:.,. of SPIlJ:llcnnD,. ttho.. J..al tu.. h IPIlIIICPTSLD
. CHURCH Of THE IlltTKRU.XICXX:r.XUQXUX1UUlXX1UCX..:U.Ji..:UXll'~~lI:llJl.IU[:U:x..JIUU:U:u:u:~, 1,
\In...............WIl:Wr~I!.. lI.rei....!,.,. nl.n-o:t. to .1 Ut. -.loc&l COQ8l't'p~," 11 tile II
"l:['\1 owner 1'6 " of tJM tolJow1.nc dncrtbtd prtal..... 1
Th. fiv. J..atll I;Olmt, u. lot. (IuaM:..I.s II (OU".I
.17-03~'S-.1~600
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.1ao tno'"' .. 1062-1096 Main .'1.., .prialneld, Or.aoal
attached to tbi. do~at.
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toi~th~r vt\JI the 1mprov.intt UurrlOft, and 'the turn.1.\vt', ~ an4 etIIer
P1:l)pf!'t1, real, Pft'IIonal and 1Il1z1d, UN 11\ ~OMaCUOb tb.r..U, or be1d .,
po.,ea.ed by ,aJ.d 1l1oel1 eonp"8pt1on,. Ind. .., her..tt.r aequ:Lre'ou.r pntpal"tif.
re31, pn'CJna1 Dr l:i.b.td in connect1a tbeHtoith, C.U ot YI1c1t. :1.1 bIralaAft.iao I"'Ota:fteII
to U tho "Churih Pl'D~rU....) J . . .
. AND WNERE4S, UtI hnet8 arxl prS.nc1pl.. ot ~ -local..,,, r "'.I t.ton" are.. eAII,..?
Of' approndll'Oll t:b. to tiu b7 u.. ARM.lAL '.....\u,,""......u 0' !HI CJMlCR or 'lI5 I . ".,jl'",. t
(hpt'.1nAtt.er rot'f1'ed to.. "~l c."_.:.____~,.), ansoui. -Jo~. o;AIJ'DII~ iI
loc~t.e4 1ft, and 11 . ~l"t. of, the DISTRIct OF ....QlI:fgO...WASHtNCtOM ~
TUE CHURCH 0" '1'HI ';loIl.o.,'""..""I, he:'.1n&tter rct"tTii! ~ 110 tft. "w:i'lK.LC1"',
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Dthll' ..o111ii&nc. tt'OIl DOlQ ot t.h.. boanla ot \he Clnal'ch. of th. j\, t.,. ;"
AJll) WJIERF.U, "An~A.L COJ~ hat au.thorbed Uw adoption ot . plan, U' ~,.
lor and OQntrol or ChW'd'I pl"OJlvUe. "" tho leao.1 ca","o.UOftt and tho Dlot.rt"'.,.
arid it 1. du.1rablo and 11 to the be.t 1m.r.... ot \be ,aaid -10'&1 CliOIl&"p\lott'
t.h3t iIUOh a pl&A be a.c1optMl &ftll lIatabuebecl' . .
HCtl, ..~..."z, 10 ooni1d"'.Uon of th. pnrd.....; the autua1: __flu MIl
.cInntaSu to bo pined, oM th._ .... or One DoJJ.ar 1n bani pdd tho Id4 o1ota1
ccn'Zl"c(t* \.1on" do.. h.,.ob1 .mlre 1mlnIft. doelar. .. qre., at to.uaWI
(1) Tho ..14 Nlocal conV-PUoa. hold, and. 11 .lIl_ at t.bo ..u wCllunti
Prop-n'U.'- .\lbJ.~t t.o U1e t.~ and pn'rta1oa. tw:reot.
(2) TI1e hnoto .nd pritleipl.. .t u.. ol1d olllca! """..pu.o.,; ..... &III ohoU
be, Itl adopt" and 'ppl'Oftd l'1OlI t1aa to ts.. b7 t.h.' IJIIU.u. COI..-lIWwilIt"'* 0l1'JG: CHURCH
01 nlE 1IIlEIIlRSrl. ,
()) So lone I' the .&i4 .1ooa1 oonaretOtton- Ihal1 "'"one .".Il ....,I,,'~',I.I';
8tIJEF3~ and unlit.. u.d \laW lh. OOARD ,ct" 4IW'IltArICW, h.,..1Mtt.ar pro914Cd .c...
.hlll ha.,. tawxt to tM eontr."" th. add -beal COftShcaUod' Iha11 ban ... ""'OT
't.h, Dolo and. u:c:1UI1." po.....1cu~. con\nrl, _nqtIllmt. .ad richt at cttlJIDdtioll .t
'the Ddd .Chqrc:h Proptlrt101, - lad .bUl be, rUPDntblt M aU taqI1IDH. atilt
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con'I'_.niOll" boa .w:bIRZTUlDlItoUefl. tn. ",uuClou .1Ia1111"0 aUll.s.lU!IlI.CII.
I'lAID or AllIlTIA'UOH to b. C","leI (bUpl .. !lulufter,..e fOl'tb), .f ......
.....n. thRa ta bo d..l...u4 ad .fleeud 1>>1 '"1"11 StAllDIHC -:_._...._ fIT TV.I AlIIQl,A.L
COl"EAENCI". chn. to be dullDOCd a4 ..hccad b1. tho "101:&1 ,"cDIl..roa.c1oll,.. and tb8
..venth .nbn CQ be dui'DlUd 'God ..bated b, th8 au otIIboni' th.. _ dID.lIl. 11 lbe
d. ....n thus. chona ett.ll fab to .,.... lIpO". ar t.U to de.t.a.t.u .... .61OCl,
tho UVIftQ ..-... within tbl pldd of ti.. ..c b7 tII. ......... ...t,..co.... .
...llccd by "tHZ StAKD CIHUT'tU 01 THE APtIAl. COI'FElDfCI,... (SudI ptrto. of 11_ .
co it. not 1." tND chiny da,. .tcer mnen _tin), Ib... ttM' ....th ....... .ull
b. desl,nated and ..l.cud by ttle ....ra '0 4Nipac.. P4 .dRted .,. "ftl
. STAlfI)!N'G CQHMltTa or THI AlfH\IA.L COIfRUlCZ." I'
It tlIe h1<1 "lDcal ",n,"ption" ollaU tdl o~ ,0&1io\ ~ iI.d....\> IIllI .01...
tho .",h... .t ."" IlC\RIl QF ARBI'llllTlll!1 to b. ...lpt04 .... _. Iv' U, wllMA
tM.l't)" clll71 alter writte nou,c. 10 to do tro. Uie D_IJ"' 4e~"inated. UI4 .o1.c\tll
by '11!E StAlIIJIIIc: ca'llt'fm OF fill AIIIIllAl. CCllfIllEllCS," tho BOAIlI)' OF AIIIll'l11AfIOll aIloU
be eor.l.PJ'~ or t.hr.. lIabU' onqJ NZHJ.T,. t.)sat.hroe .-..,.. d~tod .... MlootCli
b,. "THE S1'AJlDINi# eOl"'~nD or TKI MaRlAt ~,. AoUon takm. or IPpr0n4.i,a
vr-1t.1nS bl. . zuJorlt.7 ot the lMIbe,.. 01 \be 8OAHt. OF AItSI'l1IA'rIOR eb&U be t.Mft..
UelHd tb b. tho action ot th~ IOARD 01 AUITRA1JOIf,.8&11. be b1ncl1Jls'QD Uio -1HaJ.
ce,oJJ"Cat.1ou- .net then IhIU be no .lIpoa1 thl,..rr.. _ .
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, (5) If 1t .II&U ~. 'oto1'llWlo' b7 tIl. BIlAIlD 01 AllIII'lllAT101f,iUiat tIl. 4owloU... -ot
the "local c:oftl!'.pt.1on" tro:a l'\IelJ 1IN:o~11N;oa bolilt. 1" ut.n&l!,'an:l IIUtlltarrtdal', \Ia.
"loc&l con;r..at1on" 13U 1UZ'rend..r t\al11r1d ucluab. ~....a1on, ccnrt.hl, ...........
lit.nt. an4 rirbt. or d1...1t1on ot tho .aid -church Pro,.rU... to Us. laidl "Olotrio\.,.
or U. nomiD", 6-nl! ehall 1M w111, .\. the uQu,,'\" 01 tM "D1aui.ot.1Il lXeCllto IUd
d.U".,. All d...~, ....Lperah, tnnIter. and. ~.r.docuun\. d~ bT tbII .CS.tr1ct.-
to b. rtllqUo1tt- Of' t:\&cos.ar)' tc cOftftJ', ...lEn. ttanaler &n4 doU.,.,r 1\111 and ecap1eta
tUb to, ..n:t uc1ulin po.....lon ot. .dd-"Cbu;rch P:cportJ.I." :;to t.bo "D1a\r.1d,.
o~ U. 1IDab...
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(6) Upon ~h. tr..nl!er or t.h~ \1Uo to, &Ill po.....1on ~r, JI&1d .C)\1II"dI
Propert,1..- \0 t.he add "D1Itorict," and iW lIDbtr1ct." ,hall hI.,.. ard .~a,. tho tole
.net excbdn poueuion, control, maftlllWtnt &nd ft'Ct"t of d1ep:'.it.1on ot a1d
.CI'l\ll'ch Proponlu,. an4 ra'1 trand.,. and rteUv,," tn_ .IM to .u'ch 101:111 ClCntp...Uon
01 \1'1. CHURCH OF nu: BRtTHaEJI upon lUen. t.r.u ani can11Uon. ... ':l&1d IID1.trtot. ..,.
d.... ~UDDb1., .::
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'Date Received:
JUL - 8 2009
Original Submittal
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S"./th 40. ~n' Cut frnl'l " I"t'Ilnt" 1115.2 rut Ilorth 0' the Southwest corner of
Ull~ ralll R,.,.lhlll UO"itt'on l"M Chflll rlo. U. In rltWl'lshlp J1 South. ..noe !
U~'St t)r lh~ NllIaIllettl! r-te,.tdl.n~ rtmnlng three- (1St r;OI'~(eet. mort Or' 1.'5'1, to
the IfIOI1~tnt ~fcl1lh1rks t111! SOllthu!lt corn~,. of 9lockHfo. 7 of Br.tt.tns
"^rf.tltton hI 'Sprln9f1tll'l. I.,,~ r.qunt.y, ""..gon. beoff>>rf !oInt "'at .,Iuted; t"uce
f1nrth 116.3 reet; thene. ~l.st 60 htt, .wo.... or Ins tOI'e f'I01nt dn Ilorth or
the h~'91n"lng mint. th~"c:. 'Snvth If1G.3 "l'!t to the "lice of be9tnntn9. in
lM' COllnt)', Orl!ljfJn. I:lcr.rTtrlr. .thef"erroll that f'Il)rtlon~!Or the aha.... d~C1"'fbed
rrefllhr., i"(l'J~eJt In thd c"d.ln rll'l!-t wht-..elri 1""11 !Iadley a,nd' r'!o1rl '''''1,.1.
hu"h.nrl tlml w'r~. ~r~ fj,.tnt.or$ "'1(1 the Town or Spl"tn9~1.'d. wal gr.ntee.
".glsterP.f1 in Vo1ull'lt 14. -r.oge 4M~ nr thl ClrttriCltl 0' R.egtltll"tC1 Tltl",
ltC!fn9 InUlIlIIl!nt "o~ 8.,4. ." Ii
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'''.51 fe1!t 'iouth o\n. o\n' (lit '1"0111 .. !'lO'n' 10$.2 fut ~orth o( th" Soutt,,,..t
CI)'-Iler or the r~,,1 nrflUI" nO"llt,ln" llln'" Cltt,. flo. 63,1\ In ro.taMp 11 SOuth.
q"lIl1l~ 3 t(i"t or tile Htl1.m@tt.lI! 1\!,-MI;)n. h"'lllnl COtlnty.nJ-egon, .nd runn'n,
lhfOrtC'!! Sttllt.h ''''f'~llf!'''-wfth tll! rast lint of lenth Street tA6.9 'nt. IIlOrI or
If!'H to tllf!' IIorth ,lint of ,Hatn Stl'lI!"l'!t In Sprlng'ield, ~;'ne(ounty, Oregon;
"'thence rAStl'!rl,,'~lori9 tltti'Uorth lInr. of MI'" Street fit) ,fteti thlnee fIorth
p"rll11 ftl wlt.li the r.Ul line ,M lenlh 5t"'"t 'JA.3 fil!!t." ~re or 1151, to I
Ilotnt M fet"t fl1!1it of thlt tIe,,'""f"!1 rlJlnt" And thence Wtst 60 feet to the
"'"Ct nf b~ln"ln9. Uf.(I'rWG TIlr.urrROrt tlWlt c,,.tIt'" lrlCt conye,ed by
^nrlr'!wJ. W"fn~ alld SU'h r~ W.H''!, hushand lIntl wtfe. to City 0" .
Sprf ngrleM. " 'hllllle'pa I corporat fl)n, hy fnstr\lftent. rtc"onhtd October' 21.
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!ftl"""R~n flrllllJ 'lelrJ. l.,liftt ))'Inly, Oreg'Ofl. IInd runntng: thence F:ut on
, lit I ne nf Solid Alley 75 ft(!l; lhl!l"lce South ".,rallel'l~ "lth the rut line of
lentil Strpr'!t lfill.no fftC, IIlOre n,. less, tn the tlor\h"ll'ne of .....In Strltt; ,
thene. WQ"terly 0'1 t.h, florth 11M or s.td Heln Str"t 75 plus fnt. to t potnt"..
ullctly US ftet East of thl! r.,t "," n' Tenth Street ,if ut.nded SOuther-In
thenr:. north 156.05 'eet, lIlOrt or IfOss., and f'llrallel with the.lut Ifne 0'
Tinth Str..t to the phCl of beginnIng. If'! Line County.j~Ore'fOll. .
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n.g'nn'n9 at a I'Iltnt nn th. 5..th tin. nl tho .".~ ",""In9 hit Ind IIftt
between f~ln Str~t 1M -^- Strel!t ilnd 100 'tet hst o,irth. Ellt 11M 0' Tenth'
Stl"t'et In Aretta'n's hlctltton to SrrttllJrtild. In lan. toullty. OrIllan, II '
,,1,ttl!rI and recorded In Vn1Ul11f 9. f'lll!Jf 6. l.M' COllnty oregon rlat Ruerds.
runn'na thencl! [..st 6n 'fOlI't~ r.ltl'nc:' SttUUt !BO fHt, JIG" or l.ss. to the tJl)rth
11ftI:' of '''in Str~t: thPnCe iltsUrlv .10".9 Ull! !Iarth If~e of ""n Street. to '"
roll'lt flue Snuth or the 1)OInt '" bt!llnnlng., thence Ilorth 1~11O ftlt, ""'It or
.n; .. .he roln. 0' "glnn'... I. lan. Coun'" "i!l'Ste Received:
PAACEL IY.
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JUL - 8 2009
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lane County Oeed. and Rec~rd. 'VU -U ,
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RPR-REST Cnlol $\nol CASHIER 88
848.88 818,18 $11,88
Date Received:
JUL - 8 2009
Original Submittal
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EXHIBIT 'E'
,;
DECLARAUON OF RESTRJ:CTIVE COVENANTS
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, THIS DECLARATJ:ON OF RESTRICT;VE COVENANTS {DeClaration>} dated
1,11-01 ' , 2001, by Lane Srlelter Care/Ill'ethren Housing, and its,
successors and assigns (Owner), is given as a condition precedent to the
award or HOME Investment Partnerships (HOME) Progl'am funds bi, the city
of Springfield (City), a political subdivision of the state of Oregon,
toqether with any successor to its rights, duties, and obligations.
j'
RECITALS:
. . ;
WHEREAS, owner is the owner of Brethren Housing's Four !!
Transitional Housing Units of affordable housing (the Project) located
in the ~ity of Springfield, Lane county, State. of Oreqon, more
particularlY. descr,ibed in Exhibit- "'A" hereto 1 ,and Ii '
" ' '" . I
WHEREAS, city has been designated 'by the 0.5. Department of
Housing and Orban Development (HUD) as a participating Juris~iction in
the HOME Program pursuant to 42 a.s.c. S 12701 et seq., 24 CFR Part 92,
and amendments thereto; and . .~:
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WHEREAS, ownel' haa applied to City and entered into a Housing
Development Grant Agreement in an amount not to exceed Four Thousand
Forty Six Dollars. I
WHEREAS, HUD l'equires as a condition precedent to the awal'ding of
HOME Pl'ogl'am funds that owner execute, deliver and, record tnis
Declaration in the official Land Deed Records of the jurisdiction in
. which the Project is located in order to create certain covenants
running with the, land for the p\llPose of enforcement of, the i'
aftordability l'equirements of the HOME program,'.as set fOl'th in 24 CFR
part 921 and
iIIlEREAS, Ownel', undel' this declaration, intends, declares, and
covenants that the requlatory and l'estrictive covenants setj'forth heuin
governing the use, occupancYI and transfer of the project shall be and
are covenants running with the Project land for the ~erm stated herein
and binding upon all subsequent owners.of the Project and tor such term,
eKcept as specifically provided herein, and are not merely personal
covenants of OwnerJ and
DECLARATION OF RESTRICTIVE COVENANTS
f
Page
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_ipate Received:
JUl - 8 2009
Original SUbmittal
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WHEREAS, the Project's units will be eligible for rent by
qualified low-1neo~e tamilies for the full term stated herein;
DECLARATIONS:
NOW, THER~rORE, in consideration of. the promises and covenants
hereinafter set forth and ,of other valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, Owner and City agree as
follows: '
SECTION 1 DErINITIONS
All words and phrases used in this Declaration shall have the same
meaning as when used in 24 CFR Part 92, unless the context requires
otherwise.
SECTION 2 REPRESENTATIONS, COVENANTS AND WARRANTIES OF OWNER
owner hereby represents, covenants and warrants as follows:
(al The project constitutes or will constitute a qualified ,Project as
defined in i4 crR S 92,2 and,'in consideration of the HOME Program
funds, ,the Project' s unit (s) will be designated as "HOME-assisted
units." .
'(b) All HOME-assisted units shall be subject to the affordable rental
housing requirements of the HOME program for the term of the,
Declaration~
(c) The units will b~ available as HOME-assisted rental units, for
occupancy by 'qualified low~income families and subject to all other
applicable affordability requirements of the HOME Program for the full
tel1r' stated herein. II
(d), Subject to the requirements of the HOME Program and thi~
Declaration, OWner may sell, transfer, ~r exchange the Proje~t at any
time, but Owner shall notify in writing and obtain the agreement of any
buyer or 5ucceS5oror other person acquirlnq the Project or any interest
therein, that such acquisition is subject to the requirements of this
Declaration and to the requirements of the HOME Program. Owner agrees
that City may void any sale, transfet,or exchange of the project or any
HOME-assisted portion of the Project it the buyer or success~r or other,
person tails to assume in writing the requirements of this Declaration
and the attordability requir~ments of the HOME Program. '
(el OWner will, at 'the time of execution and, delivery of this
Declaratiqn,have good and marketable 'title to the premi.es constituting
the Project, free and clear of any lien or encumbrance {except
encumbrances created pursuant to thi~ Declaration, any loan documents
relating to the Project or other permitted encumbrances~~
- (t) Owner warrants that it has- not .snd will not execute any other
Declaration with provisions contradictory to, or in opposition to. the'
provisions hereof, and that in any event, the requirements of this
Declaration are paramount and controllinq as to the rights and
'DECLARATION OF RESTRICTIVE COVENANTS ~aqe Bate Received:
I
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JUL - 8 2009
Oric,inaISub_
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conflict herewith.
SEC'rION 3 TERM OF DECLARATION
(a) This Declaration, and the Ter~ of Affordability specified herein,
apply to the Project immediatelY upon recordation, and OWner shall
comply with all restrictive covenants herein not later than the first
day after Project Completion es,defined in the HOME Program. This
Declaration shall terminate Ten (10) years after project Completion,
unless HOHE program affordability restrictions ere earlier terminated
due to the occurrence of any of the followinq events: (1) fo~ectosure,
(2) transfer in lieu of foreclosure, or (3) assignment of an FHA insured
mortgage to HUD. I
SECTION 4 RECORQING AND FILING; COVENANTS TO RON WITH THE LAND
Ii
(a) Upon execution of this'Declaration by owner and city, owrier shall
cause this Declaration and all amendments hereto to be recorded and
filed in tbe official Public Land Deeds Records of the jurisdiction in
,which the Project is located. City shall pay all fees and charges
incurred in connection there\d th I II
"
,.
(b) Owner intends, declares and covenants, on behalf of itself and all
. " .
future owners and operators cf the ProJect during the term of lith1s
DeClaration, that this Declaration and"the covenants and restrictions
set forth in this Declaration regulating and restricting the Use,
occupancy and transfer of the Project (1) sball be and are covenants
running with the land, encumbering the project for the term of this
Declaration, binding upon owner's successors in title and all11subsequent
OWners and Operators of the project; (2) are not merely personal
covenants of Owner; and (31 shall bind owner (and the benefits shall
inure to the City and any past, present or prospective tenantJi of the
E?rojec:t) and its ;respective suc:cess~rs and assigns during thelterm ot
this Declaration. owner hereby agrea~ that any and all requirements or
privileges of estate are intended to be satisfied, or in the alternate,
that an equitable servitude has been created to insure that these
restrictions run with the project. For the term of this Declaration,
each and every contract, deed or other instrument hereafter executed
conveying the project Or portion thereof shall expressly provide that
such conveyance is subject to this Declaration; provided, however, the
covenants contained herein shall survive and be effective regardless of
whether such contracts, deed, or other instrument hereafter executed
'conveying the Project or portion thereof provides that such conveyance
is subject to this' Declaration. I
.,
SBCrleN 5 &NFORCEHEN'X OF AFFORDABLE HOUSING REQUIREMENTS
<al Owner covenants that it will not knowingly take or pe~it any
action tbat would result in a violation of tbe affordabilityl
requirements of' the' HOME froqram. City, together with owner,~:, may
execute and record any amendment or moditication of this Declaration and
'such amendment or modification ahall be binding on third-parties granted'
rights under this Declaration.
DECLARATION OF RESTRICTIVE COVENANTS Page -3-
Date Received:
JUL - 8 2009
I"Ir'~;~';1 ~"h~;++~'
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(b)~ner acknowledges that the primary purpose for requiring,
compliance by owner with restrictions provided in the Declarat;on is to
assuxe compliance with the atfordabi11ty requirements or,the K9MB
progrlllll, AND BY REASON THEREOF, OWNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PARTNERSHIP FONDS FOR THIS PROJECT HEREBY AGREES AND
CONSENTS THAT CITY SHALL BE ENTITLED, FOR ANY BREACH OF THE PROVISIONS
HEREIN, AND IN ADDiTION TO ~L OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY, TO ENFORCE SPECIFIC PERFORMANCE BY OWNER OF ITS OBLIGA7IONS
UNDER THIS DECLARATION IN A STATE COURT OF cOMPETENT JURISDICTION.
owner hereby further specificallY 'acknowledges that the,benefi9iaries of
OWner's obligations hereunder cannot be adequately compensated': by
monetary damages,in the event of any default hereunder. 'Ii
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. ~~
(c) This Deolaration may,be enforced by city or its designee in the
event Owner fails to satisfy any of the require~ents of this r .
Declaration. It legal costs are incurred by city, such legal lcosts,
including attorney fees and cour~ costs (including costs ot appeal), are
the responsibility of, and may be recovered from, Owner.
SECTION 6 MISCELLANEOUS
II
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part, or provision of
the remaining portions
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(al Severability- 'The invalidity of any clause,
this Declaration shall not affect the validity of
'there'of _ '
n '
(b) Notices. All notices to be given pursuant to this Declaiation '
shall be in writing and shall be deemed given when mailed by certified
or registered mail, return receipt requested, to the parties hereto at
the addresses set forth below, or to such other place as a party may
from time to time designate in writing. '
To OWner:
John Tamulonis
City of Springfield
225 'Fifth street
Springfield, OR 97477
,..,u"e II,melO, 4\A'~
C.\!1J1LGt' t1f _~~.:.:v~ ,
IM'2. IY\4ul ~~'\j'W1"
This'Declaration shall be governed, by the laws of
and, where applicable, the laws of the enited States
To city:
(c) Governino Law.
the State of Oregon
of lUllerica.
IN WITNeSS WHEREOF, OWner has caused this Declaration t? be siqned
by its duly authorized representative, on the day B;nd' year f~,rst above
. writtena. ..
OWNER: GtW""" of 1)1.10 gfL.6~"J
lIY: fS}IlAAJlJA.~if (- -
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Title: 6~.COe ~
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Title: city Manager
fe Received:
DECLARATION OF RESTRICTIVE COVENANTS Page -4-
JUt . 8 2009
J
4
Original Submittal
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STATE or OREGON
) ss.
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NOTARY PlJIlUc.oREGON
CONMISSlON NO. 336361
MY COtIMISSIOtf EXPIRES SEPT 10._
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County of L,ane
Personally appeared
2001, the above named
foregoing instrument to
is' ~~~ day of
. . - , and nowle~Vd
hlS er voluntary act and eed. 1:
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Notary ubllC for oregon i
Hy Co...ission EXPires:' ?'~Ad
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STATE or OREGON
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county of Lane ) I
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Personally appeared the above named Mike Kelly as City Manager for
the city of springfield and .cknow~~d the f~egoing instrUment to be
his voluntary act and deed on this day of ~~!i -'
2001. ' <.)1
I!
. 0FFlCI\LSEAI.
, JUUEA. WIlla. ..
NOTMYI'JllJC.ORlGON
COMMlSSllN NO. 302Il13
tI:f alMMSSIIN Ill'lS J\JI.Y t, 2001
for Oreqon
Expires: ".1-0\
I:\OOCS\OECLARATION or RESTRICTIVE COVENANTS.DOC
.
Date Received:
JUL - 8 2009
DECLARATION OF RESTRICTIVE COVENANTS Page -5-
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER TITLE COMPA~ate Received:
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THIS COPY OF ASSESSOR'S MAP IS PROVIDED SOLELY TO ASSIST IN LOCATING SUBJECT PROPERTY, NO LV\qlLfTY I:j. 2009
., ASSUMED FOR DISCREPANCIES IN THIS MAP AS OUTlINED AND THE ACCOMPANYING LEGAL OESCRI~I:I, - II
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Original Submittal
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WARRANTY ~
FOR VALUE RECEIVED, ARLAN H. FAR/>IER and ROSE'M. FARMER"
husband and wife, herein referred to as grantors, hereby grant,
oargain, sell and ,convey unto HOWARD E. ZINK, herein referred to
as grantee, the following described real property, with tenements,
hereditamen ts and appurtenances, to wi t:
I'ARCEL ONE: ,
"eglnnlnq at a point which is 360 feet East of a point "that is
94.57 feet South 40' 40' East from a pOint 105.2 feet North of
the Southwest corner of the Paul'Brattain Donation Land Claim No.
63"in Township 17' South, Range 3 West of theWillamette Meridian,
running thence East 60 feet, more or less,to the monument which
marks the Southeast corner of Block 7'of BRATTAIN'S ADDITION to
Springfield, Lane County, Oregon, as platted 'and recorded in Book
9, Page 6, Lane County Oregon I'lat Records before same !;was vacated;
thence North 196.3 feet; thence Hest 60 feet; more or less to a
point due North of the Beginning Point; thence South l~6.3 feet
to ,the place' of beginning, in Lane County, Oregon.
EXCEPTING: That portion of the, above.,.described premises included
in that certain deed wherein I'aul Hadley 'and Pearl Hadley, husband
and wife, were grantors, and the Town of Springfield,~as grantee,
registered in Book 14, Page 480, of the Certificate of 'Registered
Titles, being Instrwnent No., 3474, in Lane County, Oregon.
ALSO: Beginning at a point 420 feet East and 206.9 feet North of
a point that is 94.57 feet South 40' 40' East from a point 105.2
feet North of the Southwest corner of the Paul Brattain,; Donation
Land Claim No. 63, in Township 17' South of Range 3 Nestl; of the
Willamette Meridian, in Lane County, Oregon, and running thence
South parallel with the East'line of Tenth Street, 206.9 feet,
more or less to the North line of Main Street in Springfield, Lane
County, Oregon; thence Easterly along the North line of~IMain Street
GO feet; thenoeNorth parallel with the East line ,of Tenth Street
214.3 feet, more or less, to' a point 60 feet,East of the beginning
point, and thence West 60 feet to the place of beginning, in Lane
County, Oregon.
EXCEPTING THEREFRO/.l, That certain tract conveyed by Andrew J.
Waffle and Stella M. Waffle, husband and wife, to City of Springfield,
a municipal corporation, by instrument reoorded October 21, 1940, in
Reception No. 88967, Lane County O~egon Deed Records, in Lane County,
Oreg"n.
.'PARCEL THO,
Beg~nn~ng at a point OD the South line of the alley ~unnin9 East
and West between Main Street and "A" Street 225 feee East of the
Date Received:
Page 1 - W~rranty Deed
JUL - 8 2009
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East line of Tenth Street in Springfield, Lane county, Oregon, and
running thence East on the South line of said alley 75 feet; 'thence
,South parallel with the East line of Tenth Street, 168.00 feet,
more or less, to the North line of Main Street; thence Westerly
on the North line of said Hain Street 75 plus feet to:a 'point
exactly 225 feet East of ,the East line of Tenth Street: if extended
Southerly; thence North 156.05 feet, more or,less, and parallel
with the East line of Tenth Street to the place of be91nning, in
Lane County , Oregon. ' "
ALSO: Beginning at a point on the South line of the alley running
East and West between /.lain Street and "A" Street and '300 feet' East
of the East line of Tenth Street in BRATTAIN'S ADDITIoN to Springfield,
as platted and recorded in Book 9, Page 6, Lane County Oregon Plat
Records, runnin" thence East 60 feet; thence South 180' feet; more
or less, to the " North line of Main Street; thence Westerly along
the North line of Main Street to a point due South of the point of
beginning; thence ~orth 170 feet, more or less, to the::point of
beginning, in, Lane' County, ,Oregon. '
Subiect to a Land Sale Contract, dated October 31, 1972, recorded
t1a,rCh 15, 197.5, Reception No. 75.,08051, by and between,Wilkes
'Enterprises, In,c., an Oregon Corporation, as Vendor and Arlari II.
Farmer and Rose M, Farmer, husband and wife, as Vendee, Official
Records of Lane County, Oregon, which grantee herein assumes and
agrees to pay. '
Subject 'to easements, reservations and restrictions of record.
.11 .
TO !lAVE AND TO HOLD the said premises unto sa.id grantee',
his ,heirs and 'assigns forever. And the said grantors hereby,
covenant that they are lawfully seized in fee simple of said prem-
ises; that they are free from all encumbrances, except !i,as above '
stated, and that , they will warrant and defend the above-granted
premises against all lawful claims whatsoever, except as above
stated.' , "
The
$190,000.00.
true and actual ~onsiderstion 'tor this transfer is
DATED this )i''''' day of April, 1976.
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ArLan Il. hrl!!.~n/I',J) ~
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Rose If. FArmer
STATE OF OREGON )
) 5&.
,county of Lane )
on this .fr;t day at April, 1976, personally appeared the
above-named Arlen H. Farmer and ~M' Farmer, husband and wife,
and acknowledged the tOJ:ego1ng in urnent ~b~l,ir voluntary
act and deed. Ilefore me., ',.-'1'-: ,
_ ':fJ- . , ~~
tary PUllJ.10 O'r Oregon
My Commission expires: t, 1-' ,_~
Grantee's address: ,2278 North 8th Street, Springfiela,I'vK ":11'111.
. ~ . ,I
bate Received:
Page 2 - Warranty Deed (End)
JUL - 0 l6il9
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p,e~lnnln9 at a ""Int ""Ich Is 360 het Eut "f a point th.t h 94;51 feet
SOllth 40. 40' Cast from a point 1(1S.2 feet Horth of the Southwstl:corner of
I,he Paul Brottlln DonaUon Land Claim 110. 63, In Township 17 South, Range 3
~I~st of the .w1l larnette I'le,.tdhni i-ur."-t ng' thee! East 60 feet, moreilo" less I to
the monument .n'chlll/lrks the Southeast corner of Block No.7 of Brattalns
Adilltton to Springfield, Lane Cnunty, Oregon. hefore same ws .vacated, thence
north 196.3 fect.; thence We'st 60 feet. more or les.s ~o a potnt due rlorth of
the heginnlng point; thence South 196,3 feet to the place of beginning. In
lane County, Oregon. EXCEPTING therefrom that pOrtion of the abo:~e described
"remises included In that certain deed Wherein Paul Hadley and Pearl Hadley,
hllshand and wife, were Grantors and the Town of Springfield, '"" :'grontee,
registered in Volume 14, Page 4BO, of the Certificate of Registered lltles,
being Instument Ho. B474. I:
P^RCEL 11. ' I
Beginning at a point 420 feet Eut and 206.9 feet North of a pOint that Is .
94,57 feet ,South 40. 40' East from a point 105.2 feet North of the Southwest
corner, of the Paul Brattain Donation L~nd ClaIm Ho. 63, In Towns~lp 11 South,
Range 3 \/iist of the WI11amette Meridian. In Lane County" Oregondand running
thence South parallel with the East line of Tenth Street 206.9 feet, more or
1 ess ,to the /forth line of MIlln' Street In Springfield, L,ne County, Oregon.
thence E~sterly along the /forth line of'Maln Street 60 feet i thence North
parallel wlth'the:East line of Tenth'Street210';3 feet, more or less, to a
point 60, feet East of the heginnlng point, and thence West 60 feet to the
pI ace of beginning. Er.CEPTlNG TlIEREFIlOM that 'certain tract conveyed by
^ndrew J. Waffle and Stell' H. Waffle, husband and wife, to cltyiiof
Springfield, a m"nlclpal corporation, by Instrument recorded Octoher 21,
1940, In tane County Ore90n'Deed Records, under Recorder's Reception No,
88967, ' '
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P^RCEL 11(,
Beginning at a point on the South line of the alley running Easti!and \lest
between flaln Street and "^" Street 225 feet Ea.t of the East lln~ of Tenth
Street In'Sprlngfleld, lane County, 'Oregon, .nd rurining thence East on the
south line of said alley 75 feet; thence South parallel with thel!East lIne of
Tenth Street 1'6B.DO feet, mOre or less, tn the North line of Main Street.
thence ~o5terly on the Ilorth line of .ald Haln Street 15 plu, reet to a point
exact IJ 22S feet East of the Eest line, nf Tenth 'Street If extended Southerly;,
thence North 156.05 feet, more or less, and paranelwlth the East line of
Tenth'Street to the plaea Of beginning, in Lane County. Oregon. "
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PARCEL IV.
Oegl nrilng ,t a pOint on the South line of the ,al1 e,y "JO"I ng East and West
between /431n Street, and "A" Street and 300 feet East of the EeetHine' ofT.nth'
Street In Orattaln's Addition to Springfield. In Lane County, ",egon, as
platted and recorded In Volume 9, P,ge 6, Lane County Oregon Plet Record.,
running thence East 60 feet. thence South 180 feet, 1I10re or less; to the 'iorth
line ,or 14aln Street; thence \lesterly ,long the north line of M'ln Street to a
point due South of the point of beginning; thence North 170 feet, more,or
less, ~o the po~.nt of beginning,'n l~ne County,: Oregon. .
"
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Date Received:
JUL - B 2009 '
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'POIlIU.teS b7 .d.d 11.100&1 concnpt1on,' ant ~ htnatt..r acqUn ot.htr ," ',/ ' .. J
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~hn weh .. plaA "' adclptlcl &pd oatablbbedl .
}lOll, 1'llmUm)AI, in Clondderat1cm or thl Pl"mao., thl IlUtU&.l boMftt41 IIIl
adVtnt.&su to bt pined, and. th., _. ot One o,Uar 1ft hancI paU, thO' NW "loul
CC'nerepAtton" doe. hor'b7 Il&k. known, decw. aid AIfOO, .. to.uo....
(1) Tho .aid "local conlr.pt1o.a" hold, and. b _01_ Dr tb, ...u "Cha:IWi
ProPfft.1... ,ub3Ict. to ~. t.o,.. am. ~.1GD' bl'l"..t.
(2) Th. "on,,,. anet pl'incipl" 01 lII. ..14 .~c.&l ccu'pepUo"- an" IUd IIhaU
,be, ., adcp'od &lllI .ppn"~ ~ tw. to '1M b7 th. .Jl/U.u. CONIEllDICli: gr,1lI& _
Of IllE ll!iiTIUIl. "
(3) So 100' '0 "'. '&1~ '10.." _..,tI... ohoU .h-o ..., _
BUIEF.:i, Ind. unlo.. lAd \IlItU th, BOm Of" WI1nAUCti, borllNft,U' PI"O'ri.dad taP.
.ball hi".. roW1d to tile eont-l"U7', 'Lb, NJ.d "local eonsroCDUon." ahall ban Ull en.Jq
th. 0010 .nd cxclYst.,. pa.....1oD, ~nt.lvl, iii ",' ,and I'1&ht 01 dbJIDe1t1oe 01'
th. add .Chw-ch 'PI"operttll,. ,net .hall bD r..ponatbb t-or &u "1/ ".., "", ad
U"bU1t.1,. 10 COMlC'Uon Uwtnw.lt.la.
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(II) fll the .....nt of lI..:I..UOD, or .U'lad ct..ta&::lOll It, tile .aid "lo;al
con,n,.ct." 11'011 .\&C1'l IlnRlDI ',Uef., the qua Uno .h.-11 be ....lIiu...to _
Jtl),\AD or Mll'I'U.lIOH to II. co..,.d (uc.,c .. hutnaft.1' ..c fonb), .f .....
...hu, throe to b. ctu1IMUd ID4 ..leet.1i b, 'n! StAllDlHC CClOtlTl'll 01 ftl AKIIUAI.
CotrrEIlINCE", thl'o. tc be d..1.ut" _ll ..tweed b, tha "loco! Cotltl'...t1aa,. Ind the
..v.acn .....1' co b, du1p.c., .d .d.ctd b7Cbo It.' __In th_ cbo..... U tbI
lib ......" thw. cho..'Cl ..,.11 fdl' CO I'"' uroa. 01' taU co cIOI:It...ta ad oo.1oct.
C.ha ..unth uIDer w1tbtl'l che putod'of tt.. ,It by chI "'on' ....tpat".'" .
..l.cted b7 "tH! STANtl eoOnTrZl or rn UlfUAL COIfnU'JICt." (SudI podod .f et_
to ... n.ot 1... th.1IlI thirty d.y. .ftor ..denn aot:lco), thOft Ch.'.cneD.Ul .....1' ,ball
b. dedln..etd and uhcted by tho ...n: .0 daeipaud aa.d a~E" '" ""rIll.
STAfDHHG Cottln"tEI or tilE AlIh'UAL- Catt.ruza:Z, H
It the .aiel Mlocal coni' "'J" ,.',.., lMU flU 0" "'clHt. to dui..... ... ..1.,
the IMmb~" ot tho BOARD or ARSITRAtIatI to be ...1pt" .ncl aa1Getcd b7 1', td.tb1a
~1J't7 daJI .n.,. written ~tlce 10 to do boa t.bl ilI_"" 4..i&U't.Id. an4 ..l.ct.
by "TK!: StANDINC COUtI11'EZ OF THS ANtIUAL .....................,. the BQlRD'or AD3111A'fIOI IIha.U
be COr.tpO'~ DC thre. ..abut onlt, NII.1t. .t.,h. tJu"e. .....n 4nlaMW tnl MltaW
by "THE. ST1Nn1l1C cat-i1na: OF 1'HI AtlNllAt COlluvw~'I""o.. AcUon t,aktn. OI"Jlpl"O"Nd. 1D
ltI'1t.inC '07. . UJorlt,y Dr thl ....". ot ttat 800UCr, OF AW'IlAUOH ,taU be t&bA aD!
dt.lIed. t.o b. the Ict10n of ~ BOARD OF AJt8ITI4T.lOJl, tIl&U be b1ndS..nI on 'U\. '1oaI1
cCI'cr'cation" .nd &.hUt ~ " no appoW \h.,..n.. .
. .. .
(j) It'1t 'hoU )a do<'- b;J till 8QA1lll OF AIlllI'\'llI,'I1a..u;;.. ....; 4011&\iOu or
th. "local eoqr'IaUon" tro:llUcb IRE1'HREK 'btUd. 11 ...t.ui&1:. aubet.lnt4a1', u..
"k1cl.l eoft.Cf't&&tionll ..'laU .u.rrlfti.,. tIUl and uc1ust.,. po.....ioa.. ClIOntral, IIIM,.-
.lfn\ and ript 01 d.L.podt1clI'I ot UI. .del -o.vdl 'roporU.,- to th. Idd 'D1.u1d',M
01' ita noll1D.", and. .hdl tndMil1. .t. th. ra~.\ot the '01tt.ri.ct." aowt. an4
. d.U"r aU d.'d', ...1SJlIlents, t.tlnater. .nd. ,~. dOGWlO'm.t dt41114 b1 tAl ID1.V1ct."
to b. rtqU1l1t. Dr neceS.try to CD"""" laign, tranlter uut 4.1.1".11' tI&ll and caapltt..
tlU. to, and. oxol\illvt po....atOI'l ot, oa1d "CNcb haPtrt.1.." ''to 'be "DlIt.r1ot.,'
or U. noa1nee.
i
(6) Upon tb. tranater ot tho tU.1. to. Ifd po...,don ot, NJ4 MChurch
Propert.1.all to the Kill MDbt.rict,- and .,&1:1 IID1strtct" ahall N!Ta and. cmja, Usa 0011
.nd oxc1\1d,ve po_n,non, control, 1I&M11lfUnf. IDii rtF\ at d,hpej.1t1on. of A14
"Church rropenb.,u &riel DJ7 tT&nllrOt' and. d~U..". tho GUll tel Illoh IDc&! .co","p.Uon
ot t.tl. CHURat OF nu; BRE'l'KREIf v.pon INcb t'D' em coRS1t1cnl U Milt MDilt.r1ct." ~
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"egl"nl"" H a I1Qll"Il ..,Ich 's 360 fttt [ut Dr . !'OInt' th.t ts 94.57 f.wt
S"lIth -10. 010' (ut froll'l. f1I)tnt 105..2 r~tt f1cwt" 0' the- South_st corn_r ot
"!.hl! r.lIIl n...n.l" l)"""tlonl",", Chlntrlo. 63. In Townshfp 11 SOl,lt.h. R."9t')
Up.st "r the Wfll..llette ''''rtdtan.: rllflnln9 ltle-ct (ut fiG feet, mort or lien. to
the monument -+t Icft ear\:.'5. th1! SOIlt11<<!Mt COMltr Dr 810d fro. 1 0' Br.tt. tn'
Arldltton to ~flrl"9rlflrt, tl1n!! r."UtI!':)'. DI"1!90n, ht'ort S'1llf .., Y''Clt.d~ thane.
'lnrth 1'16.3 reC!'t~ t1ltnCt "est M rtet. IlCir. or 1MS lO'1 fJ01nt rtw 'larth &r
tnt beginnIng mInt; thtnc. Snuth-I.,C,.J hf!t to the f1laCt or begtnnfn9, ht
Lo'lnt r.q'mty, Or-J!l]fJn. [XCrrnttri there(rcfll that fW)rtIrJnI~or the above dncrthed
prernhp.s' tnr1!p!efl In th,t r.~rlaIR dr~tl ~Itreln ralll Italll.y .nll PIP...t f1.fS1f!Y.
hll~ha"d "M wi r", "".., r."'llt.O,., "nd Lht! lown or Spr-fng'1tld. Mal gr.ntee,
"~9fst.red "n VOltllllt 14, r.ge "RD. n' tht C....tif1c.le IIf R.egfstr..td "tIes.
hetng JnstllllCnt Ifo. IJUAI. .
'MC(L II.
Beq1nnlny ilt . point .,ZO r't't Cut /lrld 2n6.9 re.t !lort.b 0' . point lhIt ts
'''.S1 feet Illl')utll 41fl- "l0' (ut. '''0111 /I potnt 105.2 fnt North ot thl SouthMl!'st
(Q""fr or the 1'.1111 n...ltlh, Dot1/1t.l/)/1 L.nrt Clltm flo. 0, I" Tottnshtp 11 South,
1l...1ll1P,. ] lff.1st ", the WI11J_tt.. f~rl.ll.ll1. tn l'l1. County. 1')1"190". Iud nJMlri\1
lh,,"c~ Sllllth lJ.'JulIet with the ri1st Ifn, of 'enth Street 206,9 ff!et. ~ rJ/f'
If'SS to thf.' llorLIl lint .nf '-1I'n Str~p:t tn $pr:fn9f1e1d, 1I1rtt County, Oregon;
thl!nce r.iIl'tp.r:'ly o11nng the 'Iorth' ltnr. or Hat" Street {i0' feet; thlnee lIorth
(,;arlll1el with the r.nt line M lenlh Street '-In.3 feft, IllOre or leu. to .
pQlnt r.o rt"t r"!l.t Qf tht Mg'nn.n1] p>tnt, lIf1d tllp.nce West 60 ftlt to tht
'f1Ii'ltt nf ~gfnn1n9. UC{I'nrlli lIff.AffROn that certafn tr.ct conve,ed by
^nrlrewIJ. Wj1Iffh, alld 5telh ... N/lirrll!. hushand .IInd witt, to Cit, at
SrdngHt1d, 011 Ift'tl'c1pal ctIrllor;!.tf"n. hy tnstrP.lltt!nt recont", f)ctob.r 21,
19A10, tn l,ne C"u..ty Onyon Otf!d lIee"rdl, under Record,..'s ltecepttOft No.
1l1I96/. '
'MCCL Ill.
neglnnfno .at .. ro1nt '"" tll" I)l'mlh 1Inl or the alley ""'nln9 Ent .nd West
"~1.wel!n t1~~, 'tr',rt. :nrt "r ("IV;;".. '.25 r~~t [ast or the (nt Hne uf ~h
1'1r'..~t In pr 11':1 liin, ,..lne.f!l)llnty, fl.-,gon. Ilnet ronning, thenCf Eut on t
:rril'(ll'\ I/le nf ,,,hi lit ty '.15 reet, th~"ct South parallel, with the hit tine of
lenth Strpnt lFiIl.no (eet, IllOre nl'" less. tit the rlorth "nt or. Haln Str'.t~ .
thenet ~It.rly 01' the r10rUi lint or said nlln. Street 75 plus rllt .to , polnt'..
futtly 225 feet EAst or thf! rut line nr Tenth Street ,If txttn4td SGutherly;'
.thtnr:e IIorth 156.05 'eet, IIOrt or Ins. .nd I'Mnlle1 with tht [lit It''l 0'
Tuth st...et to the pl.c:t 0' heglnnlng, in l.M County" Orevn.
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OeglMfng It. . po'nt nn Ult South ltnt nr tt,,~ allty nmn'n, tnt' 1M 'West
httween r111ln Strer.t Ind -A- Strut '!"td 300 'Nt ElSt 0';' ttlt tlSt IfM 0' Tenth',
Slreet In Rrellalols Mliltton to Srrlngfttld, tn lane Count)'. Ortgan. liS
flhtterl ,nd recordC'ft In Vnl""" 9. f'iIlg. 6, Lent County Oregon Pltt Records,
runnlnl.1 the",'!' E..st 60 hff.; th~ntt Sotlll' 100 fret, tllon Ot', 1.U, to tht tIlJrt..
line of. tifl" Str~t; thiPnCII W.stttrly aro~g th~ rlMth It.,. of ....In Street to , .
I"olnt rtue $nllttt .uf the point nr bI!!flnnlngj thence florth110 fntl "Ore or'
1111; to the rotnt af httglnnlng. In lint Count,. Oreta"7
Date Received:
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RPR-REST C"....l S~""l CASHIER 08
'48.ee 818,ee 511.88
JUL - 8 2009
Date Received:
Original Submittal
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EXHIBIT 'E'
DECL1\RATION OF RESTRXCorIVE COVENANTS
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THIS DECLARATION OF RESTRlCTJVE COVENANTS (Declaration), dated
I~ "-0\ " 2001, bY Lane sl'lelter Care/Brethren Housing and its
successors and assigns (OWner), is qi~en as a condition precedent to the
award of HOME Investment partnerships \HOME) 1>rogram funds by the city
of Springfield (city), a political sUbdivision,of the state of oregon,
together with any successor to its rights, duties, and obliqati~ns.
RECITALS:
WHEREAS, owner is the owner of Brethren Housing's. Four
Transitional Housing Units of affordable housing (the project) located
in the City of Springfield, Lane county, state of oregon, more
particularly described in,EXhibit "A" heretO I and
WHEREAS" City has been designated by the u,s. Department of
Housing and Urban Development (HUO) as a participating Jurisdiction in
the HOHE program pursuant to 42 U.S.C. S 12101 et seq., 24 erR part 92,
and amenelments thereto; and
WHEREAS, OWner has applied to city and entered into a Housing
Development Grant Agreement in an amount not to exceed Four Thousand
Forty Six Dollars. ' '
WHEREAS, WOD requires as a condition precedent to the awarding of,
HOME program funds that owner execute, deliver and record this
Declaration in the official Land Deed Records of the jurisdiction in
Which the project is located in order to create certain covenants
running with the land for the purpose of enforcement of the
affordability requirements of the HOME program"as set' forth in 24 erR
part 92/ and
"WHEREAS, owner, under this declaration, intends, declares, and.
covenants that the regulatory and restrictive covenants set forth herein
90verping ~he use, occupancy, and transfer of the Project shall be and
are 'eovenants '.running with the project. land for the term stated herein
and binding upon all subsequent owners of the Project and for such term,
except as specificallY provided here{n, and are not merely personal
covenants of OwnerJ and
Date Received:
DECLARATION or ,RESTRICTIVE COVENANTS Page -1-
JUL - 8 2009
Original Submittal
I'
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II II
,
.
III II
WHEREAS, the Project's units will be eligible for rent by
qualified low-income families for the full term stated ,herein;
DECL1Il\ATIONS:
NOW, THEREFORE, in consideration of the promises and covenants
hereinafter set forth and of other valuable consideration, the reoeipt
and sut!1ciency of which is hereby acknowledged, Owner and city agree as
follows:
SECTION 1, DEFINITIONS
All wo~d' and phrases used in'this Declaration shall have th~ same
meaning as when. used, in' 24 CFR Part 92, unless. the context re'quires
otherwise.
SECTrON 2 Rt:PRESENTATIONS, COVENANTS 1\ND WARRANTIES OF OWNER
Owner hereby represents, covenants and warrants as follpws:
(a) The project constitutes or will constitute a qualified Project as
defined in 24 CFR S 92.2 and, in consideration of the HOME Program
funds, the project's unit(s) will be'designated as "HOME-assisted
units.."
(br All HOMt:-assisted units shall be subject to the affordable rental
housing requirements of the HOME program' for the term of the
Declaration.
(e) The units will be available as HOME-assisted rental units for
occupancy by 'qualified low-income families and subject to all other
applicable affordability requirements of the HOMB Program for the full
term stated herein.
(d) subject to the requirements of the HOME program and this
Declaration, .owner may sell, transfer, or exchange the Project at any
time, but Owner shall notify in writing and obtain the agreement of any
buyer or successo~ or other person acquiring the Project or any interest
therein, that such acquisition i. subject to the requirements of this
'Declaration and to the requirements of the HOMB Program. OWner agrees
that City may void any sale, transfer, or exchange of the project or any
HOME-assisted portion of the Project if the buyer or successor or other
person fails to assume in writing the requirements of this Deolaration '
and the affordability requirements of the HOME program.
,(e> owner will, at the time of execution and delivery of this
DeclaratiQn, ,have good and marketable title to the premises constituting
the project, free and clear of any lien or encumbrance (except
encumbrances created pursuant to this Declaration, any loan documents
re~ating to the Project or other permitted encumbrances).
(f) Ownex warrants that it has not and will not execute any other
Declaration with provisions contradictory to, or in opposition to, the
provisions hereof, and that in any event, the requirements of this
Declaration are paramount and controlling as to the rights and
DECLARATION OF RESTRICTIVE COVENANTS Page -2- Date Received:
JUL - 8 2009
, Original Submittal
.
.,.
..
conflict herewith.
SECTXON 3 TERM OF DECLARATION
(a) This Declaration, and the Terms of Affordability specified herein,
apply to the Project immediately upon recordation, and Owner shall
'comply with all restrictive, covenants herein not later than the first
day after Project Completion as defined in the HOME Program. This
Declaration shall terminate Ten (10) years after project Completion,
unless HOME Program affordability restrictions are earlier terminated
due to the occurrence of any of the following events: (1) forecTosure,
(2) transfer in lieu of foreclosure, or (3) assignment of an FHA insured
mortgage to HOD.
SECTION' RECORDING AND FILING: COVENANTS TO RUN WITH THE LAND
(a) Opon execution of this Declaration by Owner and city, OWner shall
cause this Declaration and all amendments hereto to be recorded and
filed ,in the official Public Land Deeds Records of the juriSdiction in
which the Project is located. city shall pay all fees and charges
incurred in connection therewith.
(b) Owner intends, declares and covenants, on behalf of itse~f and all
future Owners and Operators of the project during the term of this
Declaration, that this Declaration and the covenants and restrictions
set forth in this Declaration regulating and restricting the use, q'
occupuncy and transfer of the ~roject (1' shall be and are covenants
running with the land, encumbering the Project for the term or this
Declaration, binding upon owner's successors in title and all subsequent
OWners and Operaters of the Project: (2) are not merely personal .
covenants of owner: and (3) shall bind owner (and the benefits shall
inure to the City and any past, present or prospective tenant of the
Project) and its respective successors and assigns during the term of
this Declaration. owner hereby agrees that any and all requirements or
privileges of estate are intended to be" satisfied, or in the alternate,
that an equitable servitude has been created to insure that these
restrictions run with the Project. For the term of this Declaration,
each and every contract, deed or other instrument herearter executed
conveying the project or portion thereof shall expressly provide that
such conveyance is subject to this Declaration; provided, however, the
covenants contained herein shall survive and be effective regardless of
whether such contracts, deed,- or oth~r instrument hereafter executed
conveying the project, or portion thereof provides that such ",onveyance
is SUbject to this Declaration.
SJ:C%IClH 5 ENFORCEMENT OF AFFORDABLE HOUSING REQUIREMENTS
'(a) OWner covenants that it will not knowingly take or permit any
action that would result in a violation of the attordability
requixement~ at the HOME program. City, tOQether with Owner, may
execute and record any amendment or modification of this Declaration and
such ,amendment or modification shall be binding on third-parties granted
rights under this Declaration.
DECLARATION OF RESTRICTIVE COVENANTS Page -3-
Date Received:
JUL - 8 2009
Original Submittal
III III
IIII
III
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(b) ~er acknowledges that the primary purpose for requiring
oompliance by Owner with restrictions provided in the Declaration is to
assure compliance with the affordability requirements of the HOME
~rogram, AND BY REASON THEREOr, OWNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PARTNERSHIP FONDS FOR THIS PROJECT HEREBY AGREES AND
CONSENTS THAT CITY SHALL BE ENTITLED, FOR ANY BREACH OF THE PROVISIONS
HEREIN, AND IN ADDITION TO ALL OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY, TO ENFORCE SPECIrIC PERFORMANCE BY OWNER OF ITS OBLIGATIONS
UNDER THIS DECLARATION IN A STATE COURT or COMPETENT JURISDICTION.
,owner hereby further specificallY acknowledges that the beneficiaries of
owner's obligations hereunder cannot be adequately,compensated by
monetary damages in the event of any default hereunder. ,
(cl This Declaration may be enforced by city or its designee in the
event'OWner fails to satisfy any of the requirements of this
Declaration. If legal costs are incurred by city, such legal costs,
including attorney fees and court costs (inclUding costs of appeal), are
the responsibility of, and may be recovered from, Owner.
SECTION 6' KISCELLANEOUS
(a) Severabilitv. The invalidity of any clause, part, or provision of
this Declaration shall not affect the validity of the r~maining portions
thereof .', ",-
(bl Notices. All notices, to be given pursuant to this Declaration
shall ,be in writing and shall be deemed given when mailed by certified
or registered mail, return receipt requested, to the parties he~eto at
the addresses set forth below, or to such other place as a party may
from time to time designate in writinqa
To owner:
John Tamulonis
City of Springfield
225 Fifth street
Springfield, OR 97471
MII/l.IS \UILlir.,44A\~
~<J.~ tlf .T~~~;~
IM'2. ML\ul .s.1J.~'~1*1'1
This Declaration shall be,qoverned by the laws of
and, where applicable, the laws of the united states'
To City:
(cl Governinq Law.
the State of Oregon
of America.
IN WITNESS WHEREOF, owner has caused this Declaration to be signed,
by its duly authorized representative, on the"day and" year first above
written a
OWNER:'::'.w~ of'''''; BIU1Tl't.et-I
By: PSJIl A A .to, Ar.~" ,.
, (
Title: EH~.Co6~
I
CITY",^ .
BY: \ J (~LJ.-.A- ~'
Title: City Manaqer , , ~
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DECLARATION OF RESTRICTIVE COVENANTS Page -4- Date Received:
JUL - 8 2009
, .
Original Submittal
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j NOTARY puBlJC.O/\EOON
i MY~=~U~,O,-
) ss. ~.
County of L.ane ) ..J, ,'I.~II.~.
~ersonallY appea*ed efOre]' e ~is ~~~ day of
2001, the above named ~~...., # ~>A.A./ , and
foregoing instrum~nt -to e h s/her voluntary act lInd
, /~,~~
~~~liC for oregon
My commission Expires: ~~~~
STAT!: OF OREGON
,
the
STATE OF .oREGON
County of Lane
) ss
)
~ersonally appeared the above named Mike Kelly as city Manager 'for
the City of Springfield and acknowledged the foregoing instrUment to be
hi. voluntary act and deed on this ~day of ~
2001. . ' <.J
~" . J ~ ~. LeO A-J't...) ..
,Not y PUblic for ,ore\lon\,.
My ommission Expire.: "1-\-0 '
'. DFRCW.SfAl.
, JUun. W1WI
MlTAlIVPUlIlIC_
'COIlIIlIiSIDNJ<<l.3ll26I1
, II{ CllIIMSSOl !lffIES.MY 1, 2001
I: \DOCS\DECLARATION OF RESTRICTIVE COVE:NANTS;DOC
.
DECLARATION OF RESTRICTIVE COVENANTS Page -5-
Date Received:
JUL - 8 2009
Original Submittal
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER TITLE COMPANY Date Received:
THIS COPY OF ASSESSOR'S MAP IS PROVlOEO SOLELY TO ASSIST IN LOCATING' SUBJECT PROPERTY, NO LIABIUTY IS
ASSUMEO FOR OISCREPANCIES IN THIS MAP AS OUTliNED ANO THE ACCOMPANYING LEGAL OESCRIPT1~ L .;. 8 2009
MAP #'17 03 35 41 04700000 , '
Original Submittal
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WARRANTY, ~
FOR VALUE RECEIVED, ARLAN H. FAR/oIER and ROSE M. FARMER,
husband and wife, herein referred to as grantors, hereby grant,
bargain, sell and convey unto HOWARD E., ZINK, herein referred to
as grantee, the following ,described real property, with tenements,
hereditaments and appurtenances, to wit:
PARCEL ONE:
~eg1nn1ng at a point which is 360 feet East of a point 'that is
94.57 feet South 40. 40' East from a point ,105.2 feet North of
the Southwest, cotner of the Paul Brattain Donation Land Claim No.
63. in Township 17 south, Range 3 West of the Willamette Meridian,
running thence East 60 feet, more or less; to the monument which
marks the Southeast corner'of Block 7 of BRATTAIN'S ADDITION to '
Springfield, Lane County, Oregon, as platted 'and recorded in Book
9, Page 6, Lane County Oregon Plat Records before same ,was, vacated;
thence North 196.3 feet; thence West 60 feet; more'or less to a
point due North of 'the Beginning Point; thence South 196.3 feet
to the place of beginning, in Lane County, Oregon,
", ..
I'
i
EXCEPTING: That portion of the above-described premises included
in that certain deed wherein Paul Hadley and Pearl Hadley, husband
and wi fe, were ,grantors, and the Town of Springfielcl, was grantee,
registered in Book, 14, Page 480, of the Certificate of Registered
,Titles, being Instrument No. 3474, in Lane County, Oregon.
ALSO: Beginning at a point 420 feet East and 206~9 feet North of
a point that is 94.57 feet South 40. 40' East from a point 105.2
feet North of the Southwest corner of the Paul Brattain,: Donation
Land Claim No. 63, in Township 17' South of Range 3 t"lest: of the
Willamette Meridian, in Lane County, Oreqon, and running thence
South parallel with the East line of Tenth Street, 206,9 feet,
more or less to the North line of Main Street in Springfield, Lane
County, Oregon; thence Easterly along the North line of Main Street
60 feet; thence North parallel with 'the East line of Tenth Street
,214.3 feet, more or less, to a point 60 feet East of the beginning
point, and thence West 60 feet to the place of beginning , in, Lane
County, Oregon.
EXCEPTING THEREFROI.f: That certaLn tract oonveyed by Andrew J.
Waffle and Stella M. Waffle, husband ,and wife, to City of Springfield,
a municipal corporation, by instrument recorded October 21,,1940; in
Reception No, 88967, Lane County Oregon Deed Records, in Lane County,
Oregon. '
PARCEL TWO,
Beg1nn1ng at a point on the South line of the alley running East
and West between Main Street and "A" Street 225 feet East of the
Date Received:
Page 1 - warranty Deed
JUl - 8 2009
Original Submittal
I
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East line of Tenth Street in Springfield, Lane County, Oregon, and
running thence East on the South line of said alley 7S feet; thence
South parallel with the East line of Tenth Street. 168.00 feet,
more or less, to the North line of ~Iain Street; thence, Westerly
on the North line of said Main Street 7S plus feet to a point
exactly 22:> feet East of the East line of Tenth Street: if, extended
Southerly; thence ,North 156,05 feet, more or less, and parallel
with the East line of Tenth Street to the place of beginning,in
Lane County, Oregon.
'ALSO: Beginning at a point on the South line of the alley running
East and West,between Hain Street and "AU Street and 300 feet East
of the East line of Tenth Street in BRATTAIN!S !\DDITION to Springfield.
as platt.ed and recorded in Book 9, Page 6, Lane County Oregon Plat.
Records, running thence East 60 feet.; thence South 180 feet; more
or less, to the'North line of Main Street; thence westerly along
the North line of Main Street to a point due South of the point of
beginning; thence North 170 feet, more or less, to the point of
beginning, in Lane'CountYi Oregon.
Subiect to a Land Sale Contract, dated October 31, 1972, recorded
r~arch 15, 1975. Reception NO, 75.,08051, by and between,Wilkes
Enterprises, Inc., an Oregon Corporation, ,as Vendor and Arlan H.
Farmer and Rose M. Farmer, husband and wife, as Vendee, Official
Records of Lane County, Oregon, whiCh grantee herein assumes and
agrees to pay. :
Subject to easements, reservations and restrictions of record,
TO HAVE AND TO HOLD the said premises unto said grantee,
his heirs and assigns forever. And 'the said grantors hereby
covenant that they are lawfully seized in fee simple of said prem-
ises; that they are free from all enCumbrances, except as above '
stated, and thst,they will warrant and defend the above-granted
premises agains't all lawful claims whatsoever,' except as above
stated.
The
$190,000.00.
true and aotual consideration for this transfer ,is
DATED this' A'13' day of April, 1976.
, - , :. J Q--
&>of-., ~~~_ '_ ,
Ar un H. ~armer;p.' 0/' ~~ ,
/"CJ..,_,~ ~""" I!.-"'."" ,
.....,.1'7Nf..(~~~.o; ~
-==r' ~(I?(MI.A. 'Jff.<7p-~
Rose 11.' FArmer ' ,
ss.
coun ty of Lane
STATE OF OREGON )
)
)
On this jf! dllY of April, 1976, personally appeared the
above-named Arlan H. Farmer and ~o M.Farmer, husband and wife,
and acknowledged the foregoing in ument' ~b~l/r voluntary
act and deed. Before me: " " -r:, .
' -<- . 'k>.t~ '
, , , tary pw>.uc Oregon' '.
,My Commission expires: 1'.nr.,,;>,a Rp.)~eIVed.
Grantee's address: 2278 North 8th Street, Springfieldi:!:fl.~,.f4'li.
Page 2 - Warranty Deed (End)
JUL- 8 2009
Original Submittal
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p.eglnnln9 at a point which 1.360 feot E.,t of . point l.hat Is 94.SI feet
S."th 40' 40' East fro.. a point 105.2 feet North of the So.th....t:' corner of
I,he raul Bratt.ln Oonatton land Claim I/o. 6i. In Town.hlp H So.th, Range 3
II., l Of the \llllamette Meridian; runnl n9 thece East 60 feot. more or Ie...' to '
the ~nument which marks the So.theast corner of Bloc. No.7 of Brattalns
^drlit1on to Spr'n9f'~ld~ Lane County, Or~gon, hef~re same was vac~tedi thence
~jbrth 1~6.3 feeti thenee West 60 feet. m.C)re or leIS to a point due North of
t'he heglnnlng point; thence South 196.3 feet to the place of beginning, In
Lane County, Oregon. EXCEPTING therefrom that portion of the .bo.e described
premise. Included In that certain deed wherein Paul Hadley and Pearl Hadley,
h"shand and wHe, ""re Grantors and the Town of Springfield, was grant...,
registered In Volume 14, Page 4BO, of the Certlflca~e of Registered iltles.
being Instument No. B474.
'..\
PARCEL II. '
Beginning at a point 4~0 feet East and 206.9'feet Harth of a point that Is
94,57 feet South ~O' 40' East from a polnt,105.2 feet North of the Southwest
corner,of the Paul Brattain Oonatlon L~nd Claim Ro. 63, In Township 11'South,
Range 3 west of the Wlllamette Meridian, In Lane County" Oregon, and running
thence South parallel with ,the East line of Tenth Street 206.9 feet, more or
less to the tlorth line of Main ,Street 1n Springfield, Lane County, Oregonj
thence Easterly .long the Horth line of Main Street 60 feet; thence North
parallel with the East l1ne of Tenth Street 210.3 feet, more or,less, to a
point 60 feet East of the heglnnlng point, and thence West 60 feet to the
place of beginning. EXCEPTING ,nlEREFROM that 'certain tract conveyed by
Andrew J.\4affle and Stella M. Waffle, husband and wife, to Clty,of
Springfield, . municipal corporation. bY instr""ent recorded Octoher 21.'
1940, In lane Ceunty Oregon Deed Records, under Recorder's Reception No.
88967. '
PARCEL Ill.
Beg,lnnlng at a point on, the So.th line of the alley runnln9 Cast and West
between 'lain Street and "^" Street ZZ5 feet East of the East line of Tenth
Sfreet, In Springfield, Lane County, Oregon, and running thence East on the
South ,line of said alley 75 feet: Ihence South parallel with the 'East 11n. of
Tenth Street 168.00 feet, more Dr .less, to the North line of Main Streetj
thenee Westerly on the rlorth line of sold Haln, Street 75 plus feet to a point
exactl, 225 feet East of the E.st line nf Tenth Street If extended Southerly;
thence North 156.05 feet, more or less; and parallel with the East line of
Tenth Street to the place of beginning, In Lane County, Oregon. " ,
PARCEL IV.
Beginning at ,'polnt on the South lIne of the olley running East and West
between 11Iln Street and "A', Street and 300 feet East of the East line of Tenth
Street In Brattain's AdditIon to SpringfIeld, in Lane COunty, ~regon, as
platted and recorded In Volume g, Page 6, lane County Oregon Plat Records,
runn I nD thence East 60 feet; thence South lBO feet, more or less, to the north
line of lialn Streeti thence Westerly along the ttorth line of Main Street to a
, point due South of the point of begInning; thence North 170 feet; more or
, l..s. to the, point of be9lnnlng, In Lane, Co.nty, Oregon.
. ..~
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ellURe" 0' nr: .1E'T)l1I.EM~XltX."X.Jl.lQuu"xU1(n.J:xxn:.xxxn.xxJl:X.UXUU:UUXUJl~1':
~.'LU.Iu.""""'1fwnw1fll'. rl1tlo.ltv Nlarwu, '\00 aD thl "J.OelJ, CO..p'tioD,'" 1. lito
11)('\1 Clwnet' 1,. t.. at t.he. fo1...lDvUlc: d"Cribtd prm1aool .
Tl1e fh. wne Count,. en lota ll\IUehld .. follow.s . . .
l1-Ol-U"U-04600 . . .
17-0)~JS"41"D6100
17-0''''$-41-06100
11-0'.3''''41-06900'''801"
17-0''''''-41-06900-802.
.110 tnoVQ .. 1062-1096 "-in St't Spria,field. Dr.,..,
attachld to tbLa dOC~t.
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an. '..cribed i. MEXIt.lt AM.
"'lAI'l,IJ/18I8tf1'ND
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ta,It\I\tf" ldtb UI. 14p.... , .,.' ,..' tbthOn. end tho hn1tu,... tl&nd.Db1np InIl .....
pr.opertr.Fcad, per.onal and Id.xtcl, \lied 111. conneetion tbft'f-ooWiib. or a.1d or
JIOI..o.ed b7 .aid -1oc&1 eo"pt1cJn,. W'aII hi""!",, acq\l1ro otbar pI'Oparc.f..
rod, P'I'Ional or Il1xtd in c~nMOt.1oa tbwMtb, C,U of 'lb1c.b 10 _....."..,. . ..,.' , ,
to Ill' the "CtI\lri.h ProporU..") I . '. . .
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AHD' ~. Uu, tone... and! ;rin.dpl.. of ~ -10;&1 GOnINpUoall .,.. ..' ..___'
.or (lPproW'Od lnall t1A4 to u... b7 u.. AHJiIUA.L. _ot-.a._ or ntECIMlClf or 1KS ,1',1",,,,. r ..
(bt'rdMtt.... r..ruZ"MS to 41 .&nnu1tontONnC<lIl), ant tht' ".100&1 'ClDllIf"OlIt4oaD la .
loCllt.od 1n~. and. 1.a III ~I't qt, ", DIStRtcr or gRr-iO!'-VAS8lMetmI ~
71'E CHtlRCH 0' '1'RI: IIHETHRBH. h.,..1na.n.u Nlnl'~'oa '"' 411 'the "1U.:iiH".'-"t",
Am) WH:!n1;.lS, tho oa1cl "10;&1 conV"pUou. baa, or ..,'NOR:n ftaInda1 ..
other &:Jailtane:to ~roa lOll, ot '\ho boudl ot Ule Cbunb ot th, BnthnIlJ
AND WHIRElS, ",UnlJ'u' c...1"'~1:o1 h.. .uthorbllCl u., adctpt10n ot & plan, or Jt1,Iu,
tor and control at Cbqrch Pl'Opel'U.. b1 th. low eonar'pttou &Dll UIa DUVln..
'.. anr:l 1t 1e dClt1rablo and 11 to "ho ~t lntor..t. of U1e 0a1d ":z.ca1 CleftlNpt.1on-
t.h~t. 6llCh . plan bo adop\.1Id anel ..t.GUu-s,', "
NOW',..I1CEJU!:rORE, tn', oondd.r&Uo" ot th. prolNl..., the'r:Nt.va1 beDaftu ...
ednq\.At;1l'1 to be p1nocl, and t.h, 1\liII or One Dollar In h&nd pald, t.b N1cl -10011
oe-n~rc(.&tlon" do.. herebJ 1Uk. known, d.clu. UId 'op'I', .. toUa....
(1) The l&t.d "local conlZ'tpt.lon" b:l1d1 aDd 11 ..11:1d or the M1d WCbI'cti
'rapft'U... lubJoct. to the t..... and preY1l1oal hereof.
(2) n.. t.n... In<! J>rinefpl.. of tIl. .dd '10001 oo.",..pu.,;. ~l .1Id ohaU
b., 11' adoJltltd aDd .PFO"d thlla t1ao to u.. _ th.. A'tfU.o.. ~ li'I" 1\11 CHUItCII
01 lllE 1llli'IItREI!.
(J) So kin, .. "'. oa1d '10001 _,.Uon" o/IaU 0_....... ,'''_,_
SELI&f':l, and uftlell aM ~tU the 8)AJUJ Cf' WL'1'RAncw,: hlrnN.fter phft.dtd. tor,
_hall hUt round to tho contf'at'7, 't.he aaid "u,tal eo~Ol~1I Ihall ha'H Ulll ~ .
the !XlI.- anlt eXII1\Ut1". JlOG....1on, eon\rolt ~ and r1sht ot ctilPOUu.o.. ot
th. u ld. .CJuU"eh Proportl..,. anr1 .b&U be rllponl1bl. C-or .u ...... and .
llLb1l1ttel 1ft. COMOC:t.1rm tAorlN1Ul..
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C") . fa tbe event of ,....utJoa. 01' .Ue... 1S.'It,UOD by dI.- ..i4 -lout
conlraliu:loo" &'~ .uch nETll&D )dbf.. the ClQUUoao ,boll Ita ."'.CC" to .
t?ARD or UIU'ltA1'%O!t tD b. c-.oe.' (...~epc _ b...1Mfcn ..t fontt). of.__
....er.. th".. to h d.dINt.. a' .d.cc.. by "ru StAJlDllIC caoU1't&I or tB1 AJnIUAI.
CONFERENCE", cht'*1 CO h dld.aud ... ..hct;ail "" tho "local COOln..c.to.." an.1I tho
...v.ath ..llIIlu Co h d...111l.uct lad ..lutod b, tho dx .....n' th~ .oca. II C,
Ilia llCIIbor. u.." chona thdl rdl' to ..m: gpoDI' or flU to dM1pA .. ,elace.
o ~dloO uvpch ...u vitbtn the pado' of u.. .oc by thl ....IIft' ....,...to... .
.elleted.by "TH! stAND CCMllna or till ...,WUAL COIfRUIICI. It Clueb JIIIdlMl of et_
to .. not 1... thaa r:hhty day. .Iur met." DOUce) I thlD the anucb ....1' ,"11
b. 4edlMt.d and ..betd by tho ....n I. '.lpato4 .... ..tactn br "11lI
STAJfD [Ne: CMUrttl or tHI AtftfUAL COlrRlDI:E. II
It tho u.1cl "local Ccnir..p.UeD" ehal1 taU 01' nasleet. to dHtp.a .. .dHt.
tho mCllb,," of toM BCARIJ Of lRBIt2AnCllf to bo ."1pt44 ..nil ..X-ct. "" .t.t., viWa
t.tlirt,. dll1" alt.r Vl'ithn noUce 10 to Co froe Ul.o .-.,.. ....lJnIu.s &nil .tloot.cd
by tiTHE. StAJIIDllIC CCUaTI'EE (11 1'H& MlIIU.U .......t ~'...u, II tM 8QlRD. 01' AnBI'ntA~ IhIll
be COr:tpOtecl of t.hree M'ab.rt oftlJ, "NlIo1J, t.ho thr..~. 4u1pW ud .~_
by "nm: ST.4JmING ca.t-arn;z or THE AtJMlJL cotfFERl:lfCt.. Act.1on talton, or .ppzrom 1a
"" trine b.r, . aJorU.,y ~r t.ho IUaltllllr. ot \he BCWl.f.I or AUI'1'RA'l'Ictf ahAU be taba. UId
d.-tiled to be tAl action or th~ BCWU) or AUXTRAnOlfjl IhaU bo bJ.Dd.inc Oft th. -1.oa1
ccr".ecaUoftll and! there IbaU bO M AppNl thtft~ "
. '
(5) It it .hall bo ~b7 th.' sOAiiD 01' wiImnCll'tl.o\ th~ 4~~i~ ot
tha "local concropt1onP tro:D aueb ~.......;., HUtI. it IllteI'1&1 am nb.t.aft\t&1.. th.
"lceal COftlNpttonll .~..u ,und.r tuU 0I'ld oxc.1u,:l.vo po....D10D. coMN1. IIUI6p-
...nt and M.lht. or 411po11\1on ot tho aa1d "Church PraperU... to UtI 1614 "D11t.rt6",.
01' 1t.. noa1Iwo, and. .hlLll and wUl,...t. tM '.~I' of the "01,,,",0t," ..-utI ud
dallver aU cllld', ....!p.nh, Uarwt.n and ,~'I'"doC..nt.D do.. bT U:le "Di.t.dot."
to b. requ1.Ua or nee....". to eonftJ, ao.llft. torcdO' and. 4e1!.yO' l\l11 eo! c;omp14h
UU. to, and <<:celU.J.vt po.....ion of, .AU "CtNrm PropllrU.,11 to fobe lID1Rd.ct..1I
or it.. rma1.n...' ,
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(6) Upon tho tl"an.hJ' ot't.bo tUb to. IUd pot....ion ot, uj4 .CluIrcb
'rof)"rU..- to the ...14 "D1etric:t," aftd..o~ t1Dbt.r1.~" .hall hay. ,nd ."'liIr tile 101e
and IXclu.riv. pouenian,. control, manaler_t. u1ll nght ot .u,po'1tlon. of H1d
"Chveh '1'Opert.1u." ad mq transr.r &n4 d~l1Y", the .ID to '\loh lae&1 .CIDncn..t1.Dn.
of the CHURCH or '1Ht BftE'l'lUtP' upon web t...r.u and CDId1t.io1\I u ..1d. "Olltr1ct" ..,.
d... actdlllb1.. .
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C....ua..t ... tho ..... _>
Date Received:
JUL - 8 2009
Original ?~~m,!ttal
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Date Received:
er. , ot ))
JUL - 8 2009
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nl!'gfn.nfngll .. I"'1tnt ~fth Is 360 rf~t East t)' I paint' thd hi 94.57 '"1
SD1lth 40. ,40' Cnt ryOl'll 0\ "nlnt 105.1 feet Ilort.. 0' the South""'Sl co....... or
U"I r.lll n"'l'lttlll" 11f)f1(,tfon l"ntl Chi'" 110. 63, tll TOJlflshlp 11 SQuth. IIIng. ]
\litH !'Ir the 'UII~tte I~rtdl"n; "'I""lng theeI!' EIIst fiO'fret, !WOre Of' ltSl~ to
the IIlOnUIIIl!nt whIch trtark!i the! Sotlth~,,~t corne.. or 810ck ,<''0. 7 of ,Orltt.tns
MrlltlOrt to Spr"ln!)t1l!lrt, 1..1nt! r.,,"nt)', Orr.!lon. he'tJre sall'lil Wi' nnt.d~ tfN!ne.
t1nrth 1?6.3.rel!t. theRe. Htost 61) fUl, rIIOrif Or" lest t.o'._JJOtnt due florth or
the hegtnnln9 point; lIu~nc.. $nuth If)li.J re~t to thenl.ce of blg1nn1n9, 1il1
l..ne r.",mt,., ~rp.lJl1R. (XCrrfltlli therefrO,t th,t P'JrtJ"Rof tN o1IboVl dl!,ertNd
rmlllsp.l Incl'Jdert In tl\at cprt.tn rl('f!" wlf'r.fn r'u1 IIldler .nd ~arl Il.ff1".
hU<I;h,nrl line! Nlfl!. W'Prf' 1;"""',01"'1 ,,"d the Tottf1 or Springfield. was or.ntH.
"'egfstere.1 In VO!tJlltf 14. P'ge 400. l'If the C..rtlrlCltt of ~gtst.ertd Tltl....
being Instullcmt 110, IJH4.
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PMCIL ". ,
IIegtnnfttlj' lit . polnt 410 het [ut ~"d ZfJ6.9 rtet north or . pg1nt that t,
9".51 reet '>"uth JlO. "(J' [1St fl"'OIII ". fIOlnt 105.2 ftet North or the South.lft
(l)rru:,. of lhe r,,"1 Orln.ln DOII"'.,.,n Land C1,ha rlo. 63,' In Townshtp 17 South.
Q""'I~ ] \(r.'!tl nf HIlt lIt1l im!ottl! l'k!r"f1.,n, In lAne COllnt1. nre90ft, .nd nmnlnil
Lhl'ItCp. Sr)lIth flo\rdht vHh the rut tine of Tenth Stnat 1n5.9 fMt, lIIOre or
Ilt~S to till!' IIorth line nf lialn Str"..t 1n Sprtn~f',ld, l'l\~ COunt,., Orlfgon;
.'. thp.ncl! r..stll!r1y at""9.lhe"'orlh 1Intt or HI'n Strtetr.t) reet; ttttnca North
,Io1r"llftl with thl! tlH line nr h~nl.h Street ~ln.J feet., fIIOf"e Of" Irn, to I
1,01nt IlCl rfPt f'..~t of the heglnntn!J IIlJlnt, and Utll!nce Vest 60 rett to the
pl"clI!,nf b~qfnnin9.. Exr.Errlru; Ill(nrmO/l.that certl.n tr.c.t conveyed by
^nfftoew J.. Willrrllt .lllrl !itelh rt. Wllrr1f!'. hushand ollnd "'fe, to City of
Sr1l"fllgfle1d, It lhlnlcln.l torpor-at I"". hy tnstrlJ'l'fnt ~l;orcfed: flctob1!r t1~
19<40. tn line Cuu.,ty Or4!!)oft Ptf!rIltecllrrls. under Aecnrder', 'aceptlOfl rlo.
113967.
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PMC(L 111.
nelJlnllln" lit .. rolnt nn tlU! 5011th -Un! of the alley. "1l1l,hlg'East IInd West
t-p.t.~l!n rh1~ lrr.r,~ t~t .r~~;,.';.t. ns feet E"sl of the ,~(nt' llnlt of..1.en1b-- .
.s.t.r.w.._ln"'!l1r 111J1~l!!~n,l.dnl! umnW, I,,"rgoll, t1nd runnlng.th.encf F.lISt ~
~n~ nf StlIII IIl1e1 75 feet; thp.nce South parallel,'wlth tfte Eut line of
lenlh Slr@l't lfin.no rell, flIe,.e nr 1~$S. tl) the "ortho line or Haln Strl.tl .
thence Westerly 011 t.he "o,.th Une (lr Sltd "'al" Street 7'S. plus f!et .tG . p:l1,,("
tuet1, 225 f~t East or tfM! rut line nt Tenth Street if extendlfd SGuther1,;
th,nr.! Ilorth 156.05 feet, !lOre 01" Ifn. .nd J1'It'allel wtth the [..t "n. of
Tenth Street to the pllce of beglnnln9, In Line County. Oragan.
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Reqil'\I'l'ng at a (1Olnt nn the South lint fir the alley ",nnt"g hst end ....t
het",," I.... In Strer.t Ind "A. Street illr,d 300 het [ast of the East Hltt 0' Tenth '.
Strfft In Ar"lttatn', Mrtftfon to S!,r'"tnQfll!!td. tn lane Cot."'lty, Ore90n. II
phtt"rt end ,rKordcrl In YnlUM 9. rag, 5. lln' County Or~ Plat Auords.
runnf"tl thrnc~ r.ut 60 rnli thenep Soul'.. LBO feet, more or 'lIS, to the tlt)rth
1 fne of r..,tn Strrt!t; thpnce "'iUd, .lon9 thl! 'flnrth 1I~ of Main Streit to . .
rofnt du. Sn"'lh or the' pOint of lM9lnRln9; thine. north 170 'let. lI'IOf'lI!' at'
Itss; to the rotn~ or be,'nnln,. .'ft Lane County. Orep..
Date Received:
Jt!JL
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AFTeA ~EOOflOING RETURN TO:
JPr
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, ,10 1J.. Yi'/()A1{J ft ,
Mid o~ '11/1'11'
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, Dlvhlan a' Chle' Deputy CI.~k, 2UI nlne~
Lane County Da... and Raca~4. VV -U V~V
1111II~1II1"1I111ll1/11111I~ 11111111//111111 $6l.88
00t!l29712001e0 'I200ll11..S4 02/28/280111 :13:87 m
, RPR-REST Cntd Stn-1 CASHIER 08
S40.00 $10.00 S1t.08
Date Received:
JUL - 8 2009
, Original Submittal
,_ "" I ..,
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-',
EXHmIT 'E'
DECIJIRATION OF lIESTRICTIVE' COVENANTS
y,-
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THIS DECLARATION OF RESTRIC~IVE COVEN~TS (Declaration), dated
I, \1-Q\. 2001, by Lane Sllelter Care/Brethren Housing and its
successors and assigns (OWner), is given as a condition precedent to the
award of HOME Investment partnerships (HOME) Program funds by the city
of springfield (city), a political subdivision 'of the state of Oregon,
together with any successor to its rights, duties, and obligations.
RECITALS:
wHEREAS, OWner is the owner of Brethren Housing's Four
Transitional Housing units of affordable housing (the Project) located
in the City of Springfield, Lane County, state of oregon, more
particularlY described in Exhibit "A" hereto! and
WHEREAS, City has been designated by the O.S; Department of
Housing and Orban Development (HUD) as a Participating Jurisdiction in
the HOME Program pursuant to 42 O.S.C. g 12101 et sea., 24 CFR Part 92,
and amendments thereto! and
WHEREAS, OWner has applied to City and entered into a Housing
Development Grant Agreement in an amount not to exceed Four Thousand.
Forty Six Dollars.
WHEREAS, HOD requires as a condition precedent to the awarding of
HOME Program funds that OWner execute, deliver and record this
Declaration in the official Land Deed Records of the jurisdiction in
which the project is located in order to create certain covenants
running with the land for the purpose of enforcement of the
affordabili ty requirements cf the HOME program,', as set forth in 24 eFR
part 92! and
WHEREAS, owner, under this declaration, intends; declares, and
eoqenants that the requlatory and restrictive covenants set forth herein
governing the use, occupancy, and transfer of the project- shall be and
are covenants running with the.project land. for the term stated herein
and binding upon all subsequent owners of the project and for such term,
except as specificallY provided herein, and are not merely personal
covenants of owner, and
DECLARATION OF RESTRICTIVE COVENANTS Page -1-
Date Received:
JUL - 8 2009
~... ,,.,.' 'u
,
.
wHEREAS, the ~roject's units will be eligible for rent by
qualified lo~-1ncome families for the full term stated herein;
DECLARATJ:ONS:
NOW,' THEREFORE, in consideration of the promises and covenants
hereina!ter set forth and ot other valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, OWner and Ci~y agree as
follows:
SECTION 1 DEFINITIONS
All, wo~ds and phrases used in this Declaration shall have the same
meaning as when used in 24 eFR Part 92, unless the context requires
otherwise.
SECTION 2 ..REPRESENTATIONS, COVENANTS AND WARRANTIES OF OWNER
OWner hereby represents, covenants and warrants as follows:
(aJ' The project constitutes or will constitute a qualified project ..
defined in 24 eFR S 92.2 and, in consideration of the HOME Program
funds, the Project~s unit(s) will be 'designated as "HOME-assisted
units."
(b) All HOME-assisted units shall be subject to the' affordable rental
housing requirements of the HOME Program for the term of the
Declaration.
(e) The units will be available as HOMe-assisted rental units for
, occupancy by qualified low-income families and subject to all other
appliceble affordability requirements of the HOME Program for the full
term stated herein. ... l .
(d) Subject to the requirements of the HOME program and this
Declaration, owner may sell, transfer, or exchange the Project at any
time, but owner shall notify in writing and obtain the agreement of any
buyer or successor or other person acquiring the project or any interest
therein, that such acquisition is subject to the requirements of this
Declaratioh and to the requirements of the HOME Program. Owner agrees
that City may void any sale, transfer, or exehange of the project or any
HOME-assisted portion of the ,~roject if the buyer or, successor or other
person fails to assume in writing 'the requirements of this Declaration
and the,affordability requirements of the HOME Program.
(e) OWner will, at the time ot execution and delivery ofe this
Declaration, have good and marketable title to the premises constituting,
the,project, free and, clear of any lien or encumbrance (except
encumbrances created pursuant to this Declaration, any loan documents
relating to the project or othe~ per,mitted encumbrances) .
(f) Owner.warrants that it has not and will not execute any other
Declaration with provisions contradictory to, or in opposition to, the
prov;sions hereof, and that in any event, the requirements of this
Declaration are par~ount and contrOlling as to the rights an'b
,ate Received'
DECLARATION OF RESTRICTIVE COVENANTS Page -2- '
JUL - 8 2009
Original Submittal
1,_..
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conflict herewith.
SBC'UON 3 rEl'M OF DECLA!\ArION
(a) This Declaration, and the Term. of Affordability specified herein,
apply to the project i~ediately upon recordation, and owner shall '
comply with all restrictive covenants herein not later than the first
day after ~ro;ect Completion as defined in the HOME ~rogram. This
Declaration shall terminate Ten (10) years after Project Completion,
unless HOME program affordability restrictions are earlier terminated
due to the occurrence of any of the following events: (1) forectosure,
(2) transfer in lieu of 'foreclosure, or (3) assignment of an FHA insured
mortgage to HUD.
SECTIOII 4 RECORi)ING l\ND nLING: COVENllNTS TO RUN WITH THE Ll\ND
(a) Upon execution of this Declaration by owner and city, owner'shal!'
cause this Declaration and all amendments hereto to be recorded and
filed in the official Public Land Deeds Record. of the jurisdiction in
which the Project is located. city shall pay all fees and charges
incurred in connection therewith,
.'
(b) Owner intends. declares and oovenants, on behalf of itself and all
future OWners and operators of the project during the term of this
Declaration, 'that thi5 Declaration. and the covenants and restrictions
'set forth in this Declaration regulating and restricting the use,
occupancy and transfer of the ~ro;ect (1) shall be ,and are covenants
running with the land, encumbering the project for the term of this
DeClaration, binding upon Owner's successors in title and all subsequent
owners and Operators of the project; (2) are not merely personal
covenants of Owner; and (3) shall bind Owner (and the benefits shall
inure to the City and any past, present or prospective tenant~of the
~rojectl and its respective successors and assigns during the term,of'
this Declaration. owner hereby agrees that any and all requirements or
privileges of e~tate are intended to be satisfied, or in the alternate,
that an equitable servitude has been created to insare that these
restrictions run with the project. ror the term of,this Declaration,
each and every contract, de~d or other instrum~nt hereafter executed
conveying the project or portion thereof shall expressly provide that
such conveyance is subject to this Declaration; prOVided, however, the
covenants contained herein shall survive and be effective regardless of
whether ~uch contracts, deed, or other instrument hereafter executed
conveying the ~roject or portion thereof provides that such conveyance
is subject to this DeClaration.
sBcrION 5 ENFORCEMENT OF ArrOROABLE HOUSING REQUIREMENTS
(a) OWner covenants that it will not knowingly take or permit any
action that would result in a'violation of the affordability
requirements of the HOME Program. city, together. with OWner, may
execute and recoxd any amendment or-modification of this Declaration and
such amendment or modi(ication shall be binding on third-partie5.qranted
rights under this Declaration.
DECLARATION OF RESTRICTIVE COVENANTS ~age -3~
;,
i
,Date Received:
JUl - 8 2009
Original Submittal
III I I I
,....-.....J
.
(b) ~er acknowledges that the primary purpose for requiring
compliance by Owner with restrictions provided in the Declaration is to
assure compliance with the affordability requirements of the HOME
Program, AND BY REASON THEREOF, OWNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PARTNERSHIP FUNDS FOR THIS PROJECT HEREBY AGREES AND
CONSENTS THAT CITY ,SHALL BE ENTITLED, FOR ~ B~CH OF THE PROVISIONS
HEREIN, AND IN ADDITION TO ALL OTHER' I\EMEDIES PROVIDED BY LAW OR IN
EQUITY, TO ENFORCE SPECIFIC PERrollMANCE BY OWNER OF ITS OBLIGATrONS
ONDER THIS DECLARATION IN A STATE COURT OF COMPETENT JURISDICTION.
owner hereby further specificallY acknowledges that the beneficiaries of
owner's obligations hereunder cannot be adequately compensated by
monetary damag~s in the event of any default hereunder.
lcl This Deolaration may be enforced by 'City or its designee in the
event Owner -fails to 8atis~y any of the requirements Of this
'Deolaration. If legal oosts are inourred by City, suoh legal oosts,
'including attorney fees and court costs (including costs of appeal), are
the responsibility of, and may be recovered from, owner.
SECTION 6 MISCELLANEOUS
(a) Severability. The invalidity of any clause, part, or provision of
this Declaration shall not affect the validity of the remaining portions
thereof.- ,,'
., -.
(b) Notices. All notices to be given pursuant to this Declaration
shall be in writing and ,shall be deemed given when mailed by certified
, or registered mail, return receipt requested, to the parties hereto at
the addresses Bet ,forth below, or to such other place as a party may
from time to'time designate in writing.
To Owner:
John Tamulonis
city of springfield
225 Fifth Street
springfield, OR 97477
,...,I\~e IAJI~i6, 44A\Q.
c.~\I~ :.;~;~;~~
/O7'%. MlI~D'~1W1"1
To city:
(c) 'Governina Law.
~he state of Oregon
of l\II\erica.
This Declaration shall be governed by the laws of
and, where applicable, the, laws of ,the United ,states
IN WITNESS WHEREOF, Owner has caused this Declaration to be signed
by its duly authorized representative, on the ,day and year first above
written.
OWNER: GWJ~ of 1)1.; SU'O'LeN
By: fSJU.1A"'J A.tC3".. -
, (
Title: . 6"-Co6 ~
("
CITY "'^.
By: \ I \., If..-A... ~
Title: city Manager ,
Oa e Received:
DECLARATION OF RESTRICTIVE COVENANTS Page -4-
JUl - 8 2009
Original Submittal
..
III II
1111
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_ QFf1CIALSEAl.
RUTH REED '
NOTI.RY PU8LJC.ORl!GON
STATE' OE' OREGON CONMISSlON NO. 3363el
l ... MY COMMISSION EXPIRES SEPT '0,
County ot L~ne ) 1Il~1" ;a...I',.'"
personailY appeared efore}e))i. ~~~ ,
2001, ~he above named _ qftA"A ~ I and d the
fOrego1ng instrument to e h s ner voluntary act and
'~~~i &~
Notary ~ubl c ~or Oregon
My commission Expires: tjT~~4
STAfE OF OREGON
County of Lane
lss
l
personally appeared the above named Mike Kelly as City Manager for
the City of Springfield and aCknoWl~d the f~e9oing instrument to be
hi,'voluntary act and deed on this day of : ~ "
2001. ' Q
"~~
,Not public for Oregon
My ommi.sion Expires: ~'1-"O\
. ' OFFICIII.SrAL '
,JUUEA. WlLlON,
NOrMY PUIltJC.4Il!110
, CllMMllSXlH MlI02lll3
III COMMl5SIlN ElI'fS JIll' 1, 21111
I:\OOCS\DECLARATION OF RESTRICTIVE COVENANTS.DOC
'.
DECLl\AATION OF RESTRICTIVE COVENANTS Page -5- Date Received:
JUL - 8 2009
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, THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEE,R TITLE COMPAtiy .'
, ',' ' , vate Received"
THIS COPY OF ASSESSOR'S MAP IS PROVIDED SOLELY TO ASSIST IN lOCATING SUBJECT PROPERTY, NO lIABilITY IS "
ASSUMED FOR DISCREPANCIES IN THIS MAP AS OUTLINED AND THE ACCOMPANYING lEGAl DESCRIPTION,
MAP # 17033541 04800000
JUl - 8 2009
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WARRANTY ~
FOR VALUE RECEIVED, ARIJ\N, H. FAIU1ER and ROSE M. FARME R,
husband and w1fe, here1n ,referred to as grantors, hereby grant, ,
l>argain, sell and convey unto llOWARD E. ZINK, he're1n referred to
as grantee, the following described real property, with tenements,
hered1taments and appurtenances, to wit:
PARCEL ONE:
Heg1nn1ng at a point which is, 360 feet East of a point that is
94.57 fest South 40' 40' East from a point 105.2 feet North of
the Southwest corner of the paul'Brattain Donation Land Claim No.
63, in Township 17 South,'Range 3 West of the Willamette Meridian.
running thence East 60 feet, more, or less, to the monument which '
marks the Southeast corner of Block 7 of BRATTAIN'S ADDITION to
Springfield, Lane,County, Oregon, as platted 'and recorded in Book
9, Page 6, Lane County Oregon plat Records before' same was vacated;
thence North 196.3 feet; thence West 60 feet; more or lsss to a
point due North of the Beginning Point; thence South 196.3 feet
to the, place of beginning, 'in Lane County, Oregon.
EXCEPTING: 'That portion 'of the above-described premises included..
in that certain deed wherein Paul Hadley and Pearl Hadley, husband
and wife, were grantors, and the Town of Springfield, was grantee,
registered in'Book 14, Page 4BO, of the Certificate of Reg1stered
,T~tles, being ,InstrUment No. 3474, in Lane County, Oregon. '
ALSO: Beginning at a point 420 feet East and 206.9 feet North of
a point that is 94.57 feet South 40. 40' East from a point 105.2
feet North of the Southwest corner of the Paul Brattain Donation
Land Claim NO. 63, in Township 17' South of Range 3 Nest of the
Wi11arnette ~,Ieridian, in Lane County, Oregon, and running thence '
South parallel with the East line of Tenth Street, 206.9 feet,
more or less to the North line of Main Street in ~pringfield, Lane
County, Oregon; thence Easterly along the North line of Main Street
GO feet; thence North parallel with the East, line of Tenth Street
214.3 feet, more or less, to a point 60 feet East of the beginning
point, and thence ~lest 60 feet to the "place of beginning; in Lane
County, oregon.
EXCEPTING THEREFROM: That certain tract conveyed by Andrew J.
Waffle and Stella M. Waffle, husband ,and wife. to City of Springfield,
a municipal corporation, by instrument recorded October 21, 1940, in
Recept10n No. B8967, Lane County Oeegon Dssd Records, 1n Lane County,
Oregon.
PARCEL T'NO: ,
aeg1nh1ng at a po1ht,Oh ths South l1ne of the alley running East
and West between Main Street and "A" Street 225 feet East of the
Date Received.
Page 1 - Warranty Deed
JUl - 8 2009
..... ---.".
111,,11.
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urlgmal Submittal
T' jl,-I<. \.-,,1' ,4900
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East: line of Tent:h S~reee in Springfield, Lane Count:y,' Oregon, and
running thence East on ~he South line of said alley 75' fee~; thence
South parallel wit:h ~he East line of Ten~h St:reee, 168.00 feee,
more or less, ~o the Nor~h line of Main Stree~: thence Wes~erly
on ~he North line of said Hain S~reet 75 plus feet to a point
exactly 225 feet East of the Eas~ line of Teneh Sereee if extended
Sou~herly; thence North 156.05 feet, more or less, and parallel
with'the East line of Tenth Street to the place of beginning, in
Lane County, Oregon.
ALSO: Beginning at a point on the south line of the alley running
Ease and West between Hain Street and "An Street and 300 feet East
of the East line of Tenth Streee in BRATTAIN'S ADDITION to Springfield,
as platted and recorded in Book 9, Page 6, Lane County Oregon Plat
Records, runninq thence East 60 feet: thence South 180 feet; more
or less, to the.North line of Main Street; thence Westerly along
the North line of Main Street to a point due South of the point of
beginning; thence North 170 feet, more or less, to the point of
beginning, in Lane'County, Oregon. '
'Sub;ect eo a Land Sale Contract, dated Ootober 31, 1972, recorded,
March 15,1975, Reception No. 75~080S1, by and between ,Wilkes
Enterprises, Inc., an Oregon Corporation, as Vendor and Arlan'H.
Farmer and Rose M. Farmer, husband and wife, as vendee, Official
Records of Lane County, Oregon, which grantee herein assumes and
agrees to pay.
Subject to easements, reservations and restriceions 9f,record.
TO HAVE AND TO HOLD the said premises unto said grantee,
his,heirs and assigns forever. And the said grantors hereby
covenant that they are lawfully seized in' fee simple of, said prem-
ises; thae they are free from all enoumbrances, exoept as above '
stated, and that,they will warrant and defend the above~granted
premises against all lawful olaims lihatsoever, except as above
staeed.
The
$190,000.00.
true and aceu~onSideration for this ~ransfer is
, DATED this . day of April, 1976. ,
, /,7 ,. J '?-
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ArJ.an H. ~~~~li ...,.J) ~'
, ~ ./, - ., "
~ ~ &,.,...V?u-O-. 'Nd<::Tp-~
Rose 11. FArmer
STATE OF OREGON )
I ss.
County of' Lane )
On this f{f day of April, 1976, personally appeared the
above-named Arlan ~. Farmer and ~o M. Farmer, husband and wife,
and acknowledged the foregoin'] in urnent ~b~th ir voluntary
aClt lUld deed. Be fore me: "I _ '"7=: ,
-4-R- . ~
o~ari p'uo,uc or oregon
My Commission expires: /- ..'. 7,7
Grantee's address; 2278 North 8th Street, SprinqfiellJ", u'ba'eN~eceived:
Page 2 ~ Warranty Deed (End)
ILJL - R 2009
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PARC[1. I.
Reglnnlng d\ a flolnt ""Ieh II 360 feet East of apoln\ that Is 94;5/ reet
South 40' 40' (Ht (rom a point 105,2 feet North of the South""lqcarner o(
I,he Paul Brott.lnOonatlon land Clalm!'a, 63, In TO""lhlp 11 Sauth, Range 3
West o( the ~~11amette Merfdlani rur,n1n9 thtce [a1t 60 feet, more:!or less, to
the ,,"onument ""Ich ...rkl the Southeast corner of 810ck No.1 of Brattalnl
AdrltUon, to Springfield, Lane.County, Oregon, hefore ~ame was Yac~ted;. thence
Ilorth 196.3 feet; thence We.t 60 feet, more or hutoa point due florth of
the hoglnnlng poInt; the,nce South 196.3 feet ta the place of beglilnlng, In
Lane County, Oregon, E~CEPTlNG therefrom that portion ~f the aboye described
prernlses included to that certain deed wherein Paul Hadley and Pear' Had'leYt
'hu,shandand wife, ,.,re Grantorl and the Town of SprIngfIeld, was :9rantee,
.egl.tered 10 Volume 14. Page 480, of the CertIficate of RegIstered Titles,
being lo.tument No. 8414.
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PARCEL 11. '
8eglnnlng at a point 4~0 feet East a,nd 206.9 feet' Harth ofa point that Is "
94.57 feet South 40' 40' East from a point 105.2 feet North of the Southwelt
corner of the Paul Brathln Donation Land Claim Ho. 63, In Township 11' South" '
Range 3 flest of the Illllamette Meridian, In Lane County, Onl90n.lfand running'
thence South parallel with the East line of Tenth Street 206.9 feet, more or
less to the north line of MaIn Street In Springfield, lane County, Oregon;
thence E,sterly along the 'North 11ne of Haln Street 60 feet; thence North
parallel witli the East line Of 'Tenth Str.et210.3 feet. more or Jess, to a
'point 60 feet East of the heginnlng point, and thence West 60 het to the
pl.ce ,of beginning. EXCEPTING TI1EREFIlOH that 'certain tract conveyed by
And.ew J. Waffle and' Stelle II, Waffle. husband and wife, to C1tY"of
Sr'lr1ngfteld, ~ ml/nicipa.l corporation, by instrument recorded Octobe-r 21,
1940, in U\ne County Oregon Deed Record-s. under Recorder's Reception No.
B8961.' ' I
PARCEL Ill.
Beginning at a point on the South line of the alley running East,'and flest
hetwe.n H,in Street and 'A" Street 225 feet East of the Ealt line of Tenth
Street In Springfield, l.ne County. Oregon, and running thence East on the
South :1Ioe of said alley 75 feet; thence South parallel with thelEast line Of
Tenth Street 168.00 feet, more or l.ss, to the'North line of Hat" Street;
thence Westerly on the florth line of said' Haln Street 15 plus feet to a point
exact.1J 225 feet East of the East line nf Tenth 'Street If extended Southerly;
thence North 156.05 het, more or les., and polrallel with the East line of
Tenth Street ta the place of beginning, In Lane Caunty, Oregon.
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aeglnnlng at a' point on the South I1ne of the alley running [ut:, and west, ,
between '....In Street and "A" Stnlet and 300 feet East of the East' Hne of Tenth
Street In Brattain's Addition to Springfield, In Lane County, ~regon, as
platted and recorded In Volume g. Page 6. LeneCounty Oregon Plat Records,
running thence East 60 feet; thence South 180 feet, more or less'~ to the liorth
line of f~.ln St.eet; thence Westerly along the lIorthline of IoIal'n Street to a
point due South of the point of beginning; thence Narth I/O feet, more or
1 eSh to the point. of heg1nn1ng. tn lane County! Oregon.
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CHURCH or 'tNI '.EtHRtJI, KlII:.ICJOUUaUUIl:l.ilUl;lU[nJ:~QJf.~..Jl:U:.llX..XXll...U~dUUJUtlUlutU!l,
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"1[,1. ClwnU "I.. 01 t.M to1.knt1nc: cl:llcr1b.cS Fel...,
The five ulIWe Countr tn: lote C1u.b....d .. faU...,
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abo toao,", .. 1062-1096 Main h.. S,rloln.ld, Ore&oo,
attach4 to' tbb .OC~I;.
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pl':"operU', real, ~lJOno1 and Cad, \lSed 11l COftlUICUon t.b01....w:lth, 01' be1d.,
po.....ed b7 ..u "low COJ1CZ'itption,. and IIlQ' he....tt.er acqll1.r. olb.. J ..,"',.....
rN,l, perlow or m.xtd 1n comact,* tbtnwitb, (till otlllb1d1 b~... f'lIlantI,
to u t.hl flChW"Cb Pr'Vpal'U".)J .
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AJIt) 1r1JG:If!AS, \.be tentt.ll' .n:I pr1ncipl. 01 t.hI -lae&! oe"l"'pUAnII .,.... ...... i
or llpp:'O'I'<<l tl'Oll t1ntG to t1mo b1 UtI ANIMU. CVI,r/iloo'Vl,UL.Q,Or 1'HE CHUHCII 011'H1 ,;"",,,, "'''. "
(h"r.,lnGtter rd.ZTN to as lIAMIIA! Cofttlnne-1l1); ard the .Joea1-...P~ '1.
loc.,t.ed 1n, _and b . ~1'\ ot, t.h. DzsnICr Of ....2!!fmi-VASfl~lfC1'otI. _ ~
filE CKURCK or 1'H! DKETKREN, hereJ.n&t\er "flIrTed. c.o III u.. "lSDh.1W1J .
AID W'K!:n!:.U, t.h,'.aa1d "loe&1 COfttl1lpUcon. ba~, OJ' ..,.' Ne.of.'N ~ &III
othu a"lb1:&nOI troll ~ at t.hl bo&fa 01 \.b. Clnlnb Dr th, ~
AJID ltIIIERus. "AN:aJ.U COtlPJREllCr hea. authonlocl the adopt1oft ot. plan, 01' p1aw,
tor and cont-rolor Church propenlel Il7 the l~coJ. toncr'pt.10M &IJi tho D18\11.oc.o.
Ul:! lt 1, cleUrabl. and h to the bCl~t s",t.,resto of \hI' aid 'loeal "'Pll.od' .
t,h,,1, ouch I plan be 'dophd and OOt.ab11.w, .
HCM, ",Ww:&rUN., in conddlration or the p.rtId.Jo" t.he IlUtUal boDot.U. MIl
.-adnntasn to be p1nGd, &nd t.ho Ilia Or One 1Jl,llar 1lI hand p&1d, the .... 'looa1
C('nerel".&t1on" do.. bor.br Be knovn, d..c~ and Ap'H, u tol1OvoI
(1) The..U "lOcal COPE"'PUoftI hold. _114 1. 'dUd ot tlte add lQurcti
~oP'!'rt1.... .ubJlct. to the tulU aIMS pn\'1I1OO1 b..t,.
(2) the \en.t. ancl princlpl.. Of the ..14 fl'JDcu. eonpepUan' are, AId IhaU.
be, 1:1.. .dopt~ and IpPr'OYlld tTOlQ Uae to t1Ae bJ tho JJtNUA1. COIII'IR!HCE 01.1MS CRUltCB
0' DIE 1lIlA'JiIIUgf.
(j) So lone .. th. aU4 -local COftF"eIa.Uan- lull ob....... 'uU,u""':'~;,II.
EUErS, and unlon and unW lh. OOAJU) OF Afi8ItnATIOtt, tludnUt.tr plO,,"" fer.
.hlll hay. tound to the eoat.!'..,.,. tho NJ.d "low con&h.caUon" Ihall ha.... aIIll ens.,.
tII.. "Oh and. exc1\1.1'Y' PO......lon, ~ntrol, 161 "'.... aDd riaht 01 dbpodUoa or-
t.h. add .Chllr'1:h Propert.1..,. aacl .haU bo r'tlponJibl. ,1-01' aU CIIplIIIIO. _
lJabiUts... 111. conftOet1oD ther..,U,fa. '
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eODlus.tioa" fl'Oll neb JlInIIEIf hau.ero, the qu..UOPA .ball b~ ..&iU" to .
II>>RD or ARlnLU'IOH to tI. c"fJu" (ucepr .. horta,aftat ..c fORb). ol ana.
Mabn., r:bnil r:o ba dtolpoU' ..d ..her:d try '''nI! S'UMDING eaotITtII tII 01 AJanIA1.
COtrFEaltfCl". !:bra. t. b. d...t.__Ud eo' ..he-td by Cho 1I1ocal GOQs..e.atioo.." .Q' tho
Ino"r:h ."u to be d..:I.ut" ... ..lut.. by.the da .....en l;ch.. a._a, 11 tbo
IIh ...bero th..'c:haUll .".11 faU to .,n. UPOD. or t.U to 4.1pa" ... oalllet,
th~ ..nath .aDbee' ":lthill tile ,"104 dU... .at by the aedtuo ! datllD&U.... .
..leeuct by uTHI STAND CQiKITrU or fRl,.unrv.u. COHnUltCI," <.5uo ,.riM.f U-
to r.-. nor b.. thaa thhtJ' da)'. .ftar vriuan DOUce). thaa ehe r....,-.th ....... .baU
,. 'edlnotd OM .dactad by tho onbau '0 '.Spaca' .ad 181ftCed" "'nIl
STANDINC cOHMlnu or tHt: ANlNAL COIIJ"IUIII:l.,1I 1\
It tho: h1<S IIlDw canp-epUoall ,ball rIU 01' Mlleet. to dRip" UId oa1ec\
tho mc.b!lrl at t.he BCARD 01 ARBl'tRAttOlf to. bit d.Glen-tlel arat ";.c't<<lIQlU, wlth1D.
t.hlrt,. cSQ" art-or writ"en noUn _110 'te do floa tJlo ...,., 4eG1p'ud: ud .t1tCUd
by "m STANDING coUIIl'l'Ell OF TItI5 AIMIAL COII1EIlEUQ:," 'II. B04IlO.OP _-nu.TIOD oI\a.U.
be oOl:lpned at \.breo saber, Dn1y~ ftUld" t,ht ~. -.ber. a.alpW andJOllat...
by liTHE ST.uiDING COfofi11'I'EZ OF THS AtDRIAL COl'UEREtG.- Act10n talc.,.. or appnftld 1A
"'"tllle boy, . ajorit.y at t.ht uMan 01 \l'Ie B04RCI OF A.H!!TRATION ebaD. bo tWQ u4
""lied to be tn. "114ft ottha scwm CII .l.JBITRATIOIf, Ih&ll 9 b1ntI1nI 011 ~. IJ.o.l
cel'vapU"n" and there ahaU'~ no.appo&l thoron.. ,1! .
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(Sl It l' .hd1 b. dot.onl1~d bT u.. B04Illl 01' AIlmmnClI "u.., thi.. dniatloa ot
th~ "lOcal eonveptiort" _tro:a. wCII BREtHREX b,.iJ.ef. 11, _t~ Iud. DYbetan\1QJ:, \lI.
"local C:Ong1"elat,lonlt .hall IIUl"nIrdar tull tr,d .xc1u.b. po....alOft, eoat"l, MMI'-
.nlt. a.nd rtrht or d1epo.:l.tlon of the IUti "Chvrcb 'raperU,,' to", UtI N1d "D1.\riCl:\,.
Dr ill n=1D.', end .!I'U'W ..ul, at. U\. requ..t 01 \he -D1nri.o\.. aDCUt. Ul4
d.U"l!Z" aU d.ed" asdgnunt.s, transter. and '''''I',CoOUlUn\. d....... b1' \bo -Di.trld.
1.0 \:II reqU1ts.u or f1ICI"lry to eon.." ...11", tJ"l.D011J' and bUn,. full aM aompltt..
tUb to, and cxcluai'. J:Olaouion of, a1c:I "ChWl;b PropUU.." ;to, ,he "D1atr1ct-,1I
01" 1\. 1Il:)a1n... I
(6) Upon the .t.I'&ll.rer of t.b. t1\.1.o to, IUd poI.I.don of, "~6Sd .Chwrcb.
'upa-rth.- to the IUd. "Dll\M.ct,. and ,1114 "DJ,Itrict" .h&U M". aid eQjl)J' \be tole
_nd uc1udu pou.ulan, contrcl,_-.MICI1Int. W riaht of d.1apo~Uloa. ot aa14
.ChUJ'eh PropuU..," Ul4 'fIJJ:I t.nnarar Md de~.1IN' tho ,.. tq '\l,~h 101:&1 1 ...'.... """,Lon
of the CHUBCH OF 'tHE BR.tt'HUN upon INch tor.u aid oon41Ucna .0 lAid 1I01ltrtc~ ~
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PARCEL I,.
"lgl""ln9 It a MInt tlttc~ Is 3(jO'r~et [ut. o( I polnti,th.t ts 904.51 f..t
Sl)lIth 40' 40' [Ht rrClfll. f1l'lnt 10S.Z rut f10rth of the Southwest ~orner of'
t.h~ ,."ul "r.t.tJII'11l n""iltfnn ("nrt l;hll1l no. n. In rownstiip 11 SOuth, RlnU'1 J
"p.st f)( lh~ Wllljllt~tt~ l1erldhl1; flll1lllng th~t, (ul fiOjjftet. more or 1fUt to
the monlJl1lflll ....ich ""'ria tho SOllllll!JII!t CO""," or 81oc~ 1,'10. 7 of I:lrltt.tnJ
Arhtltlon to SprlnlJrlfll'l. I.".nlt r."unt,. ('I"I'9On, Mrore ume tal Vtc.ted; thlnee
r1nrth 1'16.3 rff!l: tllellt' ~Jt,t 60 re~t, mort' or 'e" to~11 POtnt due north 0-'
t"'t heglnnln9 mint; thene. Snu'thl"1fi.3 ftft to-the fllaet of' !Jagt""'"9. fn
Lt'lne r.t)'lnty. Orf!lJlln. [XCf.rTtrlfi theruri'oat thet ,.,rt1oni'o' the ahon! descrth.d
premhp.-s tntl~~t:rtl" th.t e"rt.ln tCr~-t llilerein rul fladhy ,nd re.rl n.,n.,.
Im""""d IInll WIf". "'1'0' nrMl\t,or1 ,,"d tllf To"," ot Sprl"g~le1d. wal gr.lltee.
f'l!'ghte1'ed In Yolt/lll..I4., r.g. o1An. M tht Certificate of R.egtste....d Titles_
IIcing In!ltlllllont N~. 1).,4. .
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IJeglnnllllJ ilt . ro1ltt .,to rtet tlSt Il.,d 2f16.9 reet IJorth 9r . potnt lh.t ,..
94.51 ftel ~"uth "A' 40' Eatt fro~ " fIOint \0'5.2 feet North of the South..st
corntr of th,"(1.1111 "uUAl" Oon....'''" l"nd Cl.lm rlo. fiJI1, In rOl'fnlhlp 11- South.
"",illl'! J Uf!!lt M th" Ul1l,_ulIf I1IU.hIlM. 'I" lllne County', 0"'90n.' Ind "mntng
thl'nCI! Sl')uf,h II.\ro1 1 h.t with tht' rllst Il~ of Tenth Street lOfi.9 f~t. tIIOre Of'
1l!''SS to tIll! Ilorlh llnl It( ''''In Slr~jI,l In Springfield,. Ce"t Chnty. Ort-9On;
thencl!' rASlf!d)'...lof'lg the rlorth linn of Hltn Street 1\0 feetj ,t~enc. North
1"'r..ll~l _",Ith the r.ut line! nr Ie nth Strtet ::nn.,J fc!et.!; IlOre or .11'11. to .
lu;lnt rIO, ftf't F"'H of' tile" ~9tn"'n!J 11I)1nt. ,nc1 tfl,nce lint 60 feet to Ute
1'1 "'ce of b.pg(nnfn9. uc(vrWG T111:..rmOtf that tertain tr.ct conv.,td by
^"rlre" J. Wilt'" and Ste' h n. W.HfI~. hus.,.,nct And wlte, to elt, or
Spdngflrlrf, " IlIlnletl'" corpor....tinn, by tnstl'"U'lltnt rec'onled l'k:tobe,. 21.
19~O, tn lAne C(lU'lly Ortl,Jon Dud Itecnrds. under RtcQrder', bctptfOll no.
RR961. '
PARCEL III. I '
Ae!Jlnlllng at ~ rmlnt on t"~ ~I)lllh ,tin! o( the alley nll1nln9 Eut ..qct Nest
..1,"'.. ""!, ~1-;r...1 "" -r S~';l:11 115 f..t Eut of the Eut II... Df..I!lllb-
~tr~~t In nnnlJrl~\rll,llll"lim: t'l)unlt. nrrgon, IInc1 running'. thrnce F:nt' ~.
'\nllth i nl!' nf Solh'~l1t.Y 15 rel!t; tlu~nee South fl6r.llelh,Uh the Ent line of
tenth St':"E'f!t IfJR.nO feet. I\lOrl! It.. lent tn the north Hne of Haln Street; ,
th!ncf! WQst.rl)' all the rlorth Itne (I( satd' t'a In Strut 15 plus feet. to I flDtn("
~uctly lts h1!t Ent nf ,the rut -lIrie nf Tenth Street ;If Iltended .Southerly.
t",nt:t Plorth 156.05 feet. IlIOrt or "55, and pal"lllel with t'" hit Iln, of
Tint" Stre.t to the pI". of h.glnnlng. In L'M Countl.i'Oregon.
PARCEL If.
Regl",,'ng at I nolnt - nn the Sout.h tine nf ,(hit .allt)' rvnn'ng hst tftd'Wtst
'l~twr-et1 '''In Street and eA- Slut\' 11M 300 feet hst 0"1 tht hst lInl or Tenth..
Slreeot In Ar.tta1n's Mrtttlon to Sr'lrlnllfleldl In laM County. OrtfUft. II'
platt~'" anrl recorded In Vnll,.1ltlf 9. rlllJI 6. Line County O!'e!JOn Plat Records.
,."nnltlU theRe!! [,nt 60 rl!',t; th~"c~ SottU. 100 fft't. ",ore or In,.to tht:,""rth
) Ine of ""'i" Strt'~t: th.nn W.Stltrly 110":9 the- flnrth lIae fit Kalil Strut tet . .
rotnt rlu.Snuth 0' the point ,.( blt~lnnl.ng.l t~el1Ce Nortflll170 ~..tl no,., Of'
hu, to the,ro'nt of b.vlnnln9. In lolne County. Orevon. D t R . d
a e ecelve :
JUL - 8 Z009
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Ori9iDal Submitta,-_n
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AFTEA lt~OORD'NG RETURN TO;
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10 1~ Yl/avw fl .
.Mfr/.. O~ r1.r-~1
DiYlsion 0' Chle' Deputy Clerk 2801 nl/ll!'IA
leno County O..d. .nd Rea,.d. U ." w"
!f~JWfl~Ul~~l.Wl~~J ~I~~!!~!tlll: 13~:; ':
RPR-REST Cnt..l n...l CASHIER 118
S411,Dll Sll1.llll S11.118
Date Received:
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, JUL - 8 2009
Original Submittal.
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EXBIllI'1' 'E'
DECLlIllA'1'ION OF RBSTRIC'l'IVE COVENANTS
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I THIS DECLARATION OF RESTRICT;IVE COVENlIN'l'S (DeClaration);1 'dated
-11-01. .. 2001, by Lane Srlelter Care/Brethren Housing'; and its
successors and assigns (OWner), is given as a condition precedent to the
award of HOME Investment Partnerships (HOME) Program funds by, the City
of Springfield (city), a political subdivision of the state of oregon,
toqether with any ~ucce5~or to its rights, duties, and obligations.
RECITALS:
WHEREAS, OWner' is the. owner of Brethren Housing's Your'
Transitional Housing units of affordable housing (the Project) located
in the city of Springfield, Lane County, State of Oregon, more
particularlY de~cribed in Exhibit "AU hereto I and '
WHEREAS, city has been designated by the U.S. Department of
Housing and Urban Development (HUD) as a Participating Jurisdiction in
the HOME program pursuant to 42 U.S.C. S 12701 et seq., 24 CFR part 92,
and.amendments thereto; and . ,
I,
WHEREAS, owner has applied to City and entered into a Housing
Development Grant A9~eement in an amount not to exceed Four Thousand
Forty Six Dollars. Ii
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WHEREAS,' IIUD requires as a condition precedent to the awarding of
HOME Program funds that OWner execute, deliver and record this
Declaration in the official Land Deed Records of the jurisdiction in ,
which the project is located in order to create certain covenants
running with the land for the purpose of enforcement of the
affordability requirements of the HOME Program"as set forth in 24 CFR
Part 921 and
WHEREAS, OWner, under this declaration, intends, declares, and
covenants that the regulatory and restrictive covenants set 1forth herein
governing the use, occupancy, and transfer of.ths_Froject shall be and
are -covenants . running with the Project land for the te~m stated herein
and binding upon all subsequent o~ners of the froject and for such term,
except as specifically provided herein, and are not merely personal
covenants of owner; and ;I
DECLARATION OF RESTRICTIVE COVEN.l\NTS Page -eate Received:
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WHEREAS, the ~roject's units will be eligible for rent'by
qualified low-income families for the full term stated herein';
DECLARA'!:IONS:
NOW, THEREFORE, in consideration 01 the promises and
hereinafter set forth and of other valuable consideration,
and sufficiency of which is hereby acknowledged, 'Owner and
follows:
I,
covenants
tri'e receipt
c~rty agree as
II
SECTXON 1 DEFINITIONS
All words and phrases used in this Declaration shall ha~e the same
meaning as when used in 24 erR Part 92, unlesS the context requires
otherwise.' '
SIICTXOII 2
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owner hereby represents, covenants and 'warrants as follows:
(a) The project constitutes or will constitute a qualified ~roj~ct as
defined in 24 crR S 92.2 end, in consideration of the HOME ~rogram
funds, the Project's unites) will be designated as "HOME-assisted
units." I
"
REPRESENTATIONS, COVENANTS AND WARI\AlITIES OF OWNER
(b) 'All 'HOME-assisted ,units shall be sUbject to the affordable rental
housing requirements of the HOME Program for the term of the'
Declaration.
(c) The units will be available as H~-a.sisted rental units for
occupanc~ by qualified low-income families and subject to all other
applicable affordability requirements of the HOME Program for the 'full
te~ stated herein.
(d) subject to the requirements of the HOME program'and thi~
Declaration, owner may sell,. trans!er, or exchange the Project at any
time, but Owner shall notify in writinq and obtain the agreement of any,
buyer or successor or other person acquiring the Project or ~y interest
therein, that such acquisition is subject to the requirements of this '
Declaration and to the'requirements of the H~ Program, Owner agrees
that City may void any sale, transfer, or exchange of the project or any
HOME-assisted portion of the project if the buyer or success:or or other,
person fails to assume in writing the'requirements of this Declaration,
and the affordability requirements of the HOME Program.
(e) Owner will, at the time of execution and delivery of this
OeclaratiQn, have good and market'able title to the premises ,9on.sti tutinq
the Project, free and clear or any lien or encumbrance (except
encumbrances created pur~uant to this Declaration, any loan :documents
relating to the Project or other permitted encumbrances).
(f) Owner warrants that it has not and will not execute any other
Declaration with provisions contradictory to, or in op~osition to, the
provisions hereof, and that in any event, the'requirements ~f this'
Declaration are paramount and controlling as ~o the rights and
DECLARATION OF RESTRICTIVE CoVENANTS Page ~2-
Date Received:
JUL - 8 2009
<D!igLnal Su~mil!aL~
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conflict herewith,
SECTION 3 TERM OF DECLARATION
(a) This Declaration, and the Terms of Affordability specified herein
apply to the Project immediately upon recordation, and Owner.hall '
comply with all restrictive covenants herein not later than the first
day after Project Completion as defined in the HOME Program. This
Declaration shall terminate Ten (10) years after project Completion,
unless HOME Program affordability restrictions are earlier terminated
due to the occurrence ,of any of the following events: (1) for~ctosure,
(2) transfer in lieu of foreclosure, or (3) assignment of an FHA insured'
mortgage to HOD. !'
SECTION 4 RECORllING AND FILING; COVENAN'IS TO RON WITH THE LAND
(a) upon execution of this Declaration by Owner ,and City, owner shall
cause 'this Declaration and all amendments hereto to be recorded and.
filed in the official public Land Deeds Records of the juriSdiction in
which the project is located. city shall pay all fees and ch~rges
incurred in connection therewith,
(b) 'Owner intends, declares and covenants, on behalf of itself and all
future Owners and Operators of the project during the term of lithis
Declaration, that this Declaration and the covenants and restrictions
set forth in this Declaration regulating and restrictinq the use;.. " -
occupancy and transfer of the Project (1) 'shall. be and are covenants
running with the land, encUJllbering the project for the term of this'
'Declaration, binding upon Owner's successors in titie and all'subsequent'
'OWners and Operators of the Project; (2) are not merely personal
covenants of owner; and (3) shall bind Owner (and the benefits shall
inure to the City and any past, present or prospective tenant"of the
project) and its respective S\JCl;8ssors and assigns during the;; term ot.
this Declaration. Owner hereby agree. that any and all requirements or
'privileges of estate are intended to be ~atisfied, or in the ~lternate,
that an equitable servitude has been created to insure that t~ese .
restrictions run with the Project. for the term of this DeClaration,
each and every contract, deed or other instrument hereafter executed
conveying the project or portion thereof shall expressly provide tha~
such conveyance is subject to this Declaration; prOVided, how~ver, the
covenants contained herein shall survive and be effective regardless of
whether ~uch contracts, deed, or other instrument hereafter executed
conveying the ~roject or portion thereot provides that soch conveyance
is subject to this Declaration.
SEcrION 5 ENFORCEMENT or AFrOROABLE HOUSING'REQUIREMENTS
(a) owner covenants that it will not knowingly take or permit any
ac~ion that would result in a violation of the affordability :
requirements ot the HOME program. Ci~y, together with Owner, may
execute and record any amendment or modification of this Declaration and
such amendment or modification shall be binding on.third-parties granted
rights under thil!l Declaration. ' '
DECLARATION OF RESTRICTIVE COVENANTS Page -3- Date Received:
JUL - 8 2009
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Original Submittal
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(b) Owner aeknowledges that the primary purpose for requiring,
compliance by Owner with restrictions provided in the Declaration is to
assure compliance with the affordability requirements of the HOM&
program, AND BY 1\EASON 'f1l&R&OF, OWNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PARTNERSHIP FONDS FOR THIS PROJECT HEREBY AGREES AND
CONSENTS THAT CITY ,SHALL BE ENTITLED, FOR ANY BREACH OF THE PROVISIONS
HEREIN, AND IN ADDITION TO ALL OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY, 'f0 ENFORCE SP&CIFIC PERFORMANCE BY OWNER OF ITS OBLIGATIONS
UNDER 'fHIS DECLARATION IN A STATE COURT OF COMPETENT JURISDICTION.
OWner hereby further specificallY acknowledges that the beneficiaries of
OWner's obligations hereunder cannot be adequatelY compensated by
monetary damages in the event of any default hereunder. "
(c) This Declaration may be enforced by City or its designee 'In the
event OWner fails to satisfy any ,of the requirements of this:
Declaration. If legal cos~s are incurred by city, such legal !'costs,
inclUding attorney fees and court costs (including costs of appeal), are
the responsibility of, and may be recovered from, OwneJ:. ,l~
SECTION 6 MISCELUANEOUS
(al Severability. The invalidity of any clause,
this Declaration shall not affect the validity of
, ' thereof;' .
part, or provision of
the remaining portions,
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(b) Notices. All notices to be given pursuant to this Declaration
shall be in,writing and shall be deemed given when mailed by certified
or registered mail, return receipt requested," to the parties ttereto at
the addresses set forth below, or to such other place as a pa~ty may
from time to time ,designate in writing.
To OW'ner:
John 'Xamulonis
city of springfield
225 Fifth street
Springfield, OR 974~7
,..,1111011. lIJl~6r.,'4-lA\~
C.~uUkl :.;-:;~;.: ~'~
10000Z N\.4~ 'l:j-;';-*~'"
To city:
(c) Governino Law.
the State of oregon
of l\merica.
This Declaration shall be governed by the laws of
and, where applieable, the laws of the United States
IN WITNESS WHEREOF, owner haa caused this Declaration t~ be signed
by its duly authorized representative, on the day and year first ,above
written.
OWNER:G.wW1.U4 OF""'; gU~~
By: PSJI1JtAb,A.'t~..-
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Title, 6"'Co6~
C1TYr\A. I Q. t\.' . .
By: \ I\.. I.,/'--{o-. ~.
Title: City Manager .. U
DECLARATION OF RESTRICTIVE COVENANTS Page. -4i Date Received:
JUL - 8 2009 .
Original Submittal
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County of L,ane
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_ OfFICIAl IlEAL
RUTH REED
, NOTARY PUSUC-ollEGON
COMMISSION No.336361
III CO/oIIoIISSION VlPIRES SEPT Ul,
STATE OF OREGON
__J,' 1I1..~1 ,.... ,
Personally appeared
2001, the above named
foregoinq instrument to
e t is /?,71/1 day 01:
, and
e his er voluntary act and
.L--~~ ~/
Notary wublic for oregon' ,
My COl1ll1lission Expires:. <;,,644
,-
STATE or OREGON
)n
.
County of Lan~
Personally appeared the above named ,Mike Kelly as City Manager for
the City of Springfield and acknOW\~d. the foreg.oin..g instrUment to be
his voluntary act and deed on this day 'of ~<1fl,.t I:
2001. . <J
~~
Not y,Publ1c for Oregon. "
My ommission Expfres:.'1-I'O\
. OFIICIILSf.II.
oI1IUE A. WI LSD'
MlToIRY P\.lIUc.otlf&ON
. COl!MGSION NO._3
1St cm.ussDI ElfllESJU\Y 1, 2001
I:\DOCS\DECLARATION or RESTRICTIVE cOVENANTS.DOC
.
DECLARATION OF RESTRICTIVE COVENANTS Page -5-
Date Received:
JUL- 8 2009
.'
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER TITLE COMPANY
THIS COPY OF ASSESSOR'S MAP IS PROVIDED SDlElY,TDASSIST IN lOCATING SUBJECT PROPEkTYfr:b"t4Rlfitel!;eived'
. ASSUMED FOR DISCREPANCIES IN '!liIS MAP AS OUTLINED AND '!liE ACCOMPANYING 15GAl! DESc~N, .
MAP # 1703354104900000 .
JUL- 8 2009
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Original Submittal
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ENGINEERING & SURVEYING. INC.
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STORMW A TER ANALYSIS
FOR
AFIY A APARTMENTS
SITE DEVELOPMENT
1072,1082, & 1096 Main Street
May 29,.2009
Rev: 7-6-09 '
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Date Received:
i: JUL - 8 2009
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CIVIL I ENGINEERING, 0 SURVEYING
P,O, BOX2sn 'EUGENE, OR' 97402-0152 990 OBlE ST, 541/485-4505 FAXS41/48S-5624 WWW".,POAGE,NET
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Page 2
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Page 2 - 3
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Page 3 - 4
Page 4
, Appendices:
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. TABLE OF CONTENTS
- PROJECT OVERVIEW
- DRAINAGE AREA SUMMARY
- WATER OUALITY fEDSPM Chaoter 3)
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- GENERAL STUDY REOUlREMENTS fEDSPM Chaoter 4)
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- DESIGN OF STORM SYSTEM fEDSPM Section 4.04)
- CONCLUSION
City of Springfield Stormwater Management Scope of Work
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STORM STUDY PLAN & PIPE CAPACITY CALCS
RAIN GARDEN CAPACITY CHECK
8" PUBLIC STORM MAIN CAPACITY CHECK
GEOTECHNICAL INVESTIGATION (FEI, May 7, 2009) .
. '
i: Date Received: '
JUL - 8 2009
9riginal Submittal
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This report is being written to show how the proposed redevelopment of the subject property on Main
Street will comply with all applicable City of Springfield requirements with regards to stormwatcr
management. The subject property has fOUT (4) addresses listed for fOUT'(4) taxlotk, tax lots 4600
. (1096 Main St.), 4700 (1082 Main St.), 4800 (no address), and 4900 (1062 & 1072 Main St.), ail on
,Assessor's Map 17-03-35-41. The proposed redevelopment is to take place primarily on three (3) tax
lots 4600; 4700, and 4800 and will hereinafter be referred to as the Development Site or the Site,
Redevelopment includes a new building with a footprint of approximately 6,175 square feet (sf) while
removing existing buildings totaling about 140 sf. Also included in the redeveloP1llent is anew
parking area and widening the existing vehicular accessway through the site with a net addition of
2,215 sf of new paved areas for vehicular use on the site, The widening of the acc~ssway includes
replacement of approximately 6,310 sf of existing paving to serve the site with a fire access road, An
existing 10" storm pipe runs adjacent to the site along Main Street, under the planth and sidewalk and
, ' " I,
will provide public storm sewer service for the Development Site. An existing public 8" storm drain
pipe also runs along the east side of the Site. The new parking area along the alley; on the north end of
the Site (2,060 sf) will drain through a vegetated Rain Garden with an overflow tOlthe 8" public main
on the east side, The other 60 sf of the new parking area as well as the northerly 575 sf of the fire
access connection will drain to the alley and not be treated, The westerly 485 sf of the replaced AC
paving connection to tax lot 4900 will drain to the west without treatment. All of the remaining
redeveloped fire access and parking area on the Site (5,650,sf or 90%) will drain to anew 8" pipe
running along the shared driveway and will be treated using mechanical pre-treatment. In the existing
condition about 440 sf drains to the alley so a net of 620 sf (I 0%) of the replaced J:.C paved areas will
riot be treated, The new 8" pipe will convey flows from the redeveloped parking and new building to
the 10" pipe in Main Street as'shown,on the plans, The existing building at 1096 Main Street will
continue to drain as it does currently, '
DRAINAGE AREA SUMMARY
The subj~ct property contains approximately 45,408' square feet (sf), orjust over 1.0 acre on the four
, tax lots, The Development Site cont~insapproximately 33,205 square feet (sf), on:the three tax lots. '
The redevelop~ent plan includes approximately 16,645 sf of impervious areas, 10;470 sf of which is ,
AC or concrete paving, Approximately 1,280 s'fwill drain to the alley or to tax 1014900. 2,425 sfwill
drain to the Rain Garden to infiltrate into the ground or overflow into the 8" public main that runs ,
along the east side of the Site. The remaining 12,940 of impervious areas being redeveloped will be
collected in the new 8" pipe draining to the 10" public.storm line in Main Street.
Date Received:
WATER OUALITY rEDSPM Chaoter 3)
JUt - 8 2009
, , ,.
The attached. City Stormwater Scope of Work Sheet requires all non-building roofielri~Submjtta'
impervious areas be pretreated and additionally a minimum of 50% of the NBR impervious surface .
shall be treated by vegetative methods, The applicants are seeking an adjustment to the vegetative
treatmeritrequirement' standard because of limited space on the site, grading constriunts due to ,
'matclllng adjacent alley, street, and developed site (tax lot 4900), 'and financial c06straintsassociated
" ,]'
with the project. The proposal is to treat 93% (2,060 sf) of the new 2,215 sfofNBf areas using
vegetative methods (Rain Garden) and 90% (5,650 sf) of the existing 6,31 O'sf ofNBR areas being
. replaced a.r~ to be treated mechanically, The mechanical treatment will be'in the n~w:catchbasins with
2
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greasdiltrati~n' systems fuatsatisfy, CitY requirements. "
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. City ofSpringfieldEngineerin~ and Design Standard; dud Proce~ures Manual (E~SPM, 2008) allows
for sizing ofveg~tative treatment facilities to be done per City of Portland standards, The Rain Garden'
,
(RG) is sized to treat flows from the new parking area as shown on the attached Facility Sizing
. .' . - . II .
Worksheet (Form 1 - Simplified Approach) taken from the City of Portland Stotrnwater Management
Manual (July 2008), 2;060 sf of vehicular use areas are to be managed by the RG,: a planter, so a
,sizing factor of 0,06 was used to size the facility, An'additiona1365 sf of concrete',sidewalk will drain
to the facility for a total of2,425 sf being managed and thus requires a planter size of 146 sf. 178 sf is
proposed so the facility exceeds the sizing requirement.
GENERAL STUDY REOUIREMENTS ffiDSPM Chapter 4)
, . . ' I
Hydrologic analysis of the proposed development was done per the City of Springpeld Engineering
Design Standards and Procedures (EPSPM), adopted October 2002'(updated ApriJ & June 2008), and
per the City Stormwater Scoping Sheet (attached) except as described herein, The:City Scoping Sheet
, ,
required modeling flows in the existing 8" pipe that runs along the east side oftheiSite;which was
done in this study using the City utility maps, connection records, and field verificktion to estimate the
areas that drain to thIS pipe, With the proposed and existing areas draining tothis~ipe, it is estimated
. to be at capacity for a 2 year stotrn, The Santa Barbara Urban Hydrograph (SBUH) method was used
to deiennine peak flows for the 2 year, 24-hour SCS TypelA Design Storm, Thei,SBUH analysis is
,shown on the attached spreadsheets, The peak 2-year developed flow for the 8" pipe is 0.42 cubic feet
per second (cfs) ' Per as-built records the existing 8" pipe sloped at O,OOlOT/ft has:;a:maximum
discharge limit of 0.43 ~fs, just meeting the requirement to allow a 2-year design as proposed,
DESIGN OF STORM SYSTEM ffiDSPM Section 4.04)'
The pipe collection sysie~ and Rain Garden (RG) are desigried to convey stormwater per applicable
code requirements and meet all other applicable'standards, The attached StOtn;l Study Plan shows the
. , . ~
. proposed system and identifies areas collected by ,each pipe. Thepipe system was ,designed per flows
, derived for each using the rational method as shown on the attached calculation sheets. Both the RG
. and the pipe system collecting and conveying flows from the Site to the public'sto:m pipe'in Main
Street dill handle the design flows as shown on the HydraulicCa1culations for the SystCni (Haestad '
Methods printouts),
Although no infiltratIon test was conducted on the site, weare not relying'on ilifill)'ation to convey the .
, design storm through the RG. The design storms were handled as shown on the spreadsheets without
using, infiltration, However; the Geotechnical Investigation done for the site by Ff!I Testing &
Inspection, Inc (attached) shows soils on the site closely match the SCS report whi,ch show Malabon, '
Urban Land Complex #76 over the site. The low end ofinfiltrittion rates published by SCS for .
, ,', r
Malabon are between 0,2 and 0,6 inches per hour" So when used,in the spreadshe~ts to show
drawdown times, the infiltration rate is estimated to be Y, 'or 1/4 of the average for the low end (0,2 or
0.1 inches per hour)."Thus the RG was designed to handle up to and including a 10,O-year stom:!
:without overflowing to the public system as shown on the attached SBUH calculations (~in G~en, ...
. CapacIty Check), At capacIty (pnor to overflow to public system) the RG can ho14 32 ctM@~ft~elved.,
with an additional 173 Cf of storage available within the adjacent parking area, Drinng a1 OO-loear ,"
storm event, the 2,425 sf draining to th,e RG will require a storage capacity of27 c:fassumin~t.lb - 82009
, ",,' I
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;;Original Submittal
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. ..; :, ,....,infilrraticinand,the 2"year pre~developed runoff rate can-be' by-passed to.,the',publi~csystem,After.the
, storm event, it ';"'ould take 26 hours for the water stored in the RG to infiltrate iilt6 the ground '
assuming a "linimal irrfiltratiori rate of 0.2 inches per hour or y" of the SCS deterritined rate.' Checks of
the 2~year, and 25-year design storms show the RG complies with the detention requirements even if
one reduced the SCS infiltration rate by 1/4, the drawdown time would comply with the 48 hour
. requirement for each as specified in the EDSPM, "
The Geotech report shows groundwater to be' at 6 to 7 feet below grade which is about 460 feet in
elevation for the site, This puts groundwater at between 453 and 454 feet which is 4,5 to 5.5 feet
below the bottom of the flowline of the RG, .
CONCLUSION
As designed the proposed system will perform up to and exceeding general engineerihg practice and
the standards ofEDSPM Section 4.04, The proposed development of the Site for 'the Afiya .
Apartments complies with all applicable standards of the Springfield Development Code and the City
. of-Springfield Engineering Design Standards and Procedures related to storm water management as .
. outlined herein and with the adjustments requested,
'.
Date Received:
"
"
JUL - 8 2009
Original Submittal
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DateReceived:
JUL - 8 2009 '
Original Submittal
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city of SpringfieldStormwaier Management Sc6pe of Wark '
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;: Date Received:
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Original'submiltal
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PUBLIC WORKS DEPARTMENT / Engineering Division
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Phone: (541) 726-3753 Fax: (541) 736-1021
,-
8TORMW ATER MANAGEMENT SYSTEM SCOPEIOF WORK'
Project Nam,e:
Assessors Parcel
, Land,Use(s):
Project Size (Acres): I
Approx, Impervious Area:
cl-.u'''~(J..f-
t3rA'h re>1
Applicant:
Date:
Phone #:
I Fax #:
Einail:
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Project Description (Include a copy of As~lssor's map):
,..'
Drainage Proposal (public connection(s), discharge location(s), etc. Attach additional sheet(s) ifnecessary:
,J"';"~ -':1
,t" ~";'':'' ~ .,:', -.;.,~,
'<:~'J,;,~~.' (l1'~,>,:\' ..,
ProDosed'Stormwater Best Manal!emeut Practices:
Drain~l!e StiIdv TVDe IEDSPM Sectlo~ 4.03.2): INote. UH.mav be substituted for Rati~rial Method),
IlSJ Small Site Study '- (use Ratio~al Method for calculations) .
0, 'Mid-Level Development Study'- (use Unit Hydrograph Method for'-calculatio~s)'
o Full Drainage Development Study - (use Unit Hydragraph Method far calculations)
EnvIronmental Coiisiaeratiolis:
[2SI Wellh~adZone: qq TD T
o WetlandlRiparian: AI / A
o Soil Type:
Downstream .Analvsis:
.. O. Hillsi'de Develop.,1jQ,eif WiJ, 'ed'
o PloodwaylFloodp%%,e '}t'v .
'I 1 Other Jurisdictions ,01 A - -~r.
JUl - ~ lUu;,
ON/A.
o Flow line for starting water ,surface elevation:
o Design HGL to use for starting water surface elevation:
[g)" 'Manhole/Junction to take arialysis to: (;:in), ('ri. f~~& fA-"..1 "on ei.<,-!t-:f n
Return'to Matt Stouder @ Ci~'Of Sprin;';~/d, email: mstoudeJ?i~~*;br:eld.~r.us. FAX: 1(541) 736-'1021
Ii .
. original Submittpl
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.COMPLETE STUDY lTEMS_..
I For Officiai ~se OnlY'
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* Based upon-the information provided on-the front of this sheet, the following represents a minimum of what is needed for an
appiication to be complete for submittal with respect to drainage; however, this list should not be used in lieuof the Springfield
Development Code (SDC) or t~ City's Engineering Design Manual. Compliance with these requirements does not constitute site.
approval; Additio"nal site specific information may, ~e required Note: Upon scoping sheet submittal, ensure completedfonn has" been
sighed in the space provided beloW: '
Interim Design StandardsIWaterQuaIity (EDSPM Chapter 3)
~~~ ...
.lll.' 0 All rion.building 'rooftop (NBR) impervious surlaces shall be pre-treated ,(e,g; multi-chambered catchbasin w/6ilfiltration,
media) for stormwater quality, Additionally, a miuimum of 50% ciftbe NBR imperVious sUrface shall be treated by
. vegetated methods. "
~ D 'Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Sectinn 3,02), set,
forth by the Bureau ofEnvirorunental Services (BES) or Clean Water Services (CWS).
CKJ '0 For new NBR impervious area less than 15,000 square feet, a simpJified dysign'apprqach may be followed as specified by
the BES for vegetative treatment. ' . , ,
~ 0 If a stormwater treatment sw'a1~ is proposed, submit calculations/specifications for sizing, velocity ~ flow, side slopes, b~tto~
slope. and seed mix consistent with either BES or CWS requirements,
1ZJ 0 Water Quality calculations ~ requ~ed in Section 3,03,1 oftheEDSPM
[;J 0 All bUildingrooftnp mounted equipment, or other fluid coutaining eqUipment located outSide ciflhe building, shall
be provided with &econdary containment or weather resistant enclosure.
Gemini] Study Requirements (EDSPM Section 4.03)
'i2Sl 0 Drairiage study prepared by a Professional Civil Engineer licensed in the state of Oregon,
00 A complete drainage st';dy, as required in EDSPM Section 4,03,1, including a hydrological stud)' map. '
I2SI 0 Calculations showing system capacity for a 2~year storni event and overflow effectS ora 25-year storm event, ~.~))' . ~, tr .
~. 0 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins, on e """,,Yn ~ tj
Review of Downstream System (EDSPMSection 4.03.4.C) .
o [2:g A downstream drainage analysis as d6scribedin EDSPM Section 4,03 ,4,C, Oil-site drainage shall be goveroed by the
. OregnnPlumbing Specialty Code(OPSC).
o 119 Elevatious of the HGL ;md flow lines for both city and private systems where applicable,
D,esign of Storm Systems (EDSPM Section 4.04) ,
~, 0 Flow lines, ~lopes, rim elevations, pipe type and sizes clearly'indicated on the plan set, ,,' ,
~, 0 Minimum pi~e ,co:ve~ shall be 18 inches for re~forced pipe and' 36 inches forv1ain' concrete and vi~c p'ipe materials, ?~'
proper engmeeringcalculations shall be provided when less, The cover shall be sufficient to support an 80,000 lb load
,without failurd of the_pipe structuTe, " '
. ~ 0 Manning's "u" values for pipes shall be consistent with Table 4-1 oftheEDSP, All storm pipes shall be designed to
achieve a minimum velocity ofthrce(3) feet per second at 0.5 pipe full based on Table 4-1 as well..
\',~
Other/Mise
o Existing and proposed ~ontours, lo~ated' at one foot intervaL Includ~ spo(elevations and sltegrades ,show~g how sib::'-
drains, '
DPrivate stormwater easements shall be clearly depicted on~Ians when private stormwa,t~r flo~s fr9J.J;h on~ prQR~rty 19
another .
o ]j~~nk shall ,not receive runofffroni any surface w/o being treated by one or mo'r~ B:Ml;'s, willi ,tl?e'exception ofresidentiaJ.
, bUilding'rciofs (EDSP Section 3,03 .4.A),. Additional provisions apply to this as required by the DEQ, Refer to the website:
~:deo',state,Or.llS/woIQTOUDdwa/uichorne.hcm for more information, ' , :-. ' " . '
~Detentibn ~imds shall be designed to liIDit runoff to pre.developinent rateS for the 2 thr~ugh 25-year storm events
*This form shall be included as a~ aftacbment; iitside the front cover,< of the stormwm'~; study
e:::to R","'",I\fp.n: ". '
If~~J)~i:ll\!if~:iMf!@KaffiYXij:Zti\iG1NffERj1iL~E~~>1l'EiI@m-::stqN!~~~J:l:~:[j
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As the engineer of record, I hereby certifY ille abo~e required items are
cOmplete 'aiJdiucluded With the suomiited storm~ater study and plan set,
'_ ,",I"it"lin~' ~llh~1 1______
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Form Version 2; March 2004
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PiPE CAPACITY CALCS
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, 'Date ReceIved:
JUL - 8 2009
'10,._,
Ori~inaISUbmitta'
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AREA SUMMARY
SlB.ECT I"n.I...M:.f'( 1 T I>Rf.A:.
OCVELCfU:NT 9TE AREA:
Ex EllX> AKA TO IE REM.:lVU):
f>EW ace Rc;o.-T<P FOOTPRtU:
", c;(N)UE AREA <N.:N-VEI-O..LARJ:
EX AC PA\'EO AREAS TO
BE Rf).<<)V8) Ml-t:Ll.AR USEl:
EX AC VE!-O.l.AR u::E AREAS
FiUUCED 'MTH Oll-ER USES:
tE.W AC IVO-tCtJ..AA lff) AREAS:
F\..Aa:o AC !VEHCU..JoR USEJ ~
~ r-c:w AC l\IlJ--Kll.AR USEJ AREAS:
H AREAS TREATED VEGE1ATMl. Y:
USE AREAS lREATEQ ~~Y:
45,408 SF
33.205 SF
1-40 SF
6,175 SF
1,430 SF
755 SF
440 SF
3,410 SF"
6,310 SF
2.2).5 SF
2,060 SF
7,610 SF
lAIN GARDEN
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01$ SHOWN ARE ON ASSESSOR'S
35 41 UNLESS NOTED OTHERWISE,
:::1 PROPERTY CONSISTS OF FO~ (4) T!lX LOTS ("1600,
). & 49001, THE DEVELOPMENT SITE CONSISTS
X LOrS. 4500 {I096 MAIN 511 AND 4700 INO ADDRESS1-
DRESS FOR THE SITE IS ASSUMED A$ 1082 t'MIN 51,
; NOT LOCATED WITHIN A 100 "fEAR
o HllZARD AREA.
TO THE SCS SOIL SURVEY OF L^NE COUNTy, ON-SITE
1ST ENTIRELY OF MALliSON-URBAN LAND COMPLEX {]61
EPTH TO THE WATER TABLE IS GREATER TH^N 0 FEEl.
INIC^L INVESTlG^ nON WAS DONE FOR THE SITE BY FE!
INSPECTION, INC !lND CONFIRMED BOTH SOIL TYPE AND
LE liS LISTED IN THE SCS SOIL SURVEY.
T {MCKENZIE HlGHW^ Yl. ^DJACENT TO THE SITE. IS WITHIN
rcrlON OF THE OREGON DEPARTMENT OF lR^NSPQRTION
IS SUB...ECT TO ODOT ACCESS RULES FOR THE SITE.
JWER IS OVERHEAD ALONG MAIN S1. de WITHIN THE
EY ALONG THE NORTH SIDE Of THE SUB.JECT PROPERTY.
~G BUILDING (1096 tJAIN) ON THE DEVELOP!..fENT SITE IS
OVERHEAD F ACn..ITES fROt.4 THE ALLEY AS SHOWN.
;ERVICE TO THE NEW BuILDING AS WELL AS TO THE
JlLDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED.
ANT PHYSICAL FEATLRES ExrsT ON THE SITE EXCEPT
REES AS SHOWN HEREON.
:OURSES EXIST ON OR ADJACENT TO THE SITE.
; WITHIN THE 99 YEAR TIt.lE Of TRAVEL ZONE,
Cy
Cy
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POAGE ENGINEERING Date Received:
& SURVEYING, INC. PROJECT Afi;.,,,, JUL _ ~ 2Ce9-- JOB NO, 4--.Q 58
P.O, Box2527. Eugene, OR 97402--0152 '7 /(p'!
(990 Ob;e Street) BY, rn.::r k DATE ~t_:..,:~l;;1 PAGE L OF L
(54') 485-4505 . FAX (541) 485.5624
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Proiect Description
Project File
Worksheet
Flow Element
. Method
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Inpul'Data
Mannings CoeffiCient
Channel Slope
Diameter
, Discharge
Results
Depth,
Flow Area
Wetted Perimeter'
Top Width
Critical Depth
Percent Full
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Velocity
Velocity Head
, Specific Energy
Froude Number
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07/06/09
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,iDate Received:
:) ~;:
JUL - 8 2009,
'I':' ,
. Origj'hal Submittal
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FlowMaster v5,13
Page 1, of 1
~Haestad'Methods,_lnc: 37 Brookside Road Waterbury; CT'067~~ ':(2.03).755-'1666
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Froude Number
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07/06/09
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Flow Element
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Channel Slope
Diameter
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,
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Flow Area
Wetted Perimeter
Top Width'
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Percent Fuil
Critical Slope
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07/06/09
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'1 JUL- 8 2009
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Ori~inal Submittal
Waterbury, CT 06708 '. (203) 755-1'666
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Page 1'of 1
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Project Description
Project File
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Flow Element
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Results
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Flow Area
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Veiocity"
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
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07/06/09 ,
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;Date Received:
JUL - 8 2009
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Origihal Submittal
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Haest~d Methoas~ 'Inc, ',,37 BrooksideRoad Wa.terbury,-CT 06708' ,(203{755-16€i6,'
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Proiect Description
Project File
Worksheet,
Flow Element
Method
Solve For
Input Data
Mannings Coefficient,
Channel 'Slope
Diameter
Discharqe
Results
Depth
Flow Area
'Wetted Perimeter
. Top Width "
Critical Depth
Percent Full
Critical Slope
Velocity ,
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
Full Flow Capacity
Full Flow Slope
Flow is supercritical. ,
. 07/06/09
03:11:05 PM ,
f:\projects\haestad\flowmaster files\4038 stmJm2
Pipe 5.
Circular Channel
Manning's Formula
Channel Depth
0,011
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0,20. ft
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0,33 ft
0,22 ft
59,72
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Date Received:
'1
JUL - 8 2009
Original Submittal
Haestad Methods, Inc, :37 8rook~ide Road Waterbury, CT 06708 (203)-755.,1666
FlowMaster vS,13
Page 1 of 1
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Project Description
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Flow Element
Method
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Mannings Coefficient
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Diameter
Discharqe
Results
Depth
Flow Area
Wetted Perimeter ,
, , Top Width'
Critical Depth
Percent Full
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Velocity
Velocity Head
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1,72
0,87 ,cis
0,81 cIs
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',. Date Received: ,
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JtJL -8 2009
'"
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.Original SUbmitt;>1
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Haestad Methods, Jn~,
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FlowMaster vS,13
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Project Description
Project File ,
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Flow Element
Method
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Input Data
Mannings Coefficient
Channel Slope
Diain'eter
Discharqe
'j Results,
Depth.
. Flow Area. . .
. Wetted Perimeter
Top Wdth
Critical Depth
Percent Full
Critical Slope
Velociiy
Velocity Head
, Specific Energy
Froude Number
Maximum Discharge
Full Flow, Capacity
Full Flow Slope
Flow is supercritical:'
07/06/09'
03:~2:49 PM
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Pipe 7
',Circuiar Channel
Manning's Formula
.-Chaimel Depth .
0,011 .',
0,012500 ft/ft
6,00 in
,0.16 . cfs
1"
0,16 ft
0,05 ft2
0.60 ft
046' ft
0,20 ft
31,55
0,005186 ftlft
3,01 itls
0,14 ft
0,30' ft
.1,57
0,80 cfs
0,74 cfs
0,000582 ft/ft
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Date Received: .
JUL - 8 2009
'. Original Submittal.
.,- .
Haestact Methods, Inc, . . 37 Brociksid~ Road ~ ,vyaterbury, ~T'06708' (203),,755-16E?6"
FloW-Master ,,5,13' .
Page 1 of 1
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Project Description
Project File
, Worksheet
Flow Element'
Method
Solve For
f:\projects\haestad\flowmaster files\4038 stm,fm2
Pipe 8 (2-yr, 10 min) "
Circular Channel
Manning's Fbrmuia .
Channel Depth '.' ,
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Mannings Coefficient 0,011 , 'J'.
Channel Slope 0,004450 ft/ft "
Diameter 8.00 in',
Discharqe, 0,39 cfs
Results "
Depth 0,30" ft
Flow Area 0,15 ft'
'Welted Perimeter .' 0.97 ft ,I
Top width 0,66 ft
. Critical Depth 0,29' ft
Percent Full 44,56,
Critical Slope 0,004805 ft/ft
Velocity 2,59 ft/s "
VeicCity Head 0.10 ft
Specific Energy 0.40 ft'
Froude Number 0,96
Maximum Discharge 1,02 ds
Full Flow Capacity 0.95 ds
Full Flo'."Slope 0,000746 ft/ft
Flow is subcriiical.'
" ::'
Date Received:'
JUL - 8 2009
. . ~ '
,Original submittal
07/06/09"
03:14:26 PM
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FlowM-aster v5,13
Page 1 of 1,. " '
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Waterbury; CTD670B ,
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Project Description
Project File
Worksheet
,Flow Element
Method '.
Solve F6r
f:lprojectslhaestadlflowmaster filesl4038 stmJm2
Pipe 8 (5-yr, 10 fnin)
Circular Channel
Manning's Formula
Channel Depth'
Input Data "~I!
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Mannings Coeffideht . 0,011
Channel Slope 0,004450 ftlfl
, Diameter" ' 8,00 . in
Discharqe . 0.49. ets ;;
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Results
'Depth. 0,34 fl.
Flow Area 0.18 .W
Wetted Perimeter 1.06 fl
Top Width 0,67. fl
Critical Depth 0,33 ' fl
Percent Full 50,84
Critical Slope ' 0,004997 flIfl
Velodty, 2,75 ftls
Velocity, Head 0,12 fl
, SpeCific Energy 0.46 fl,
'Froude Number 0,94
Maximum, Discharge 1,02 ets "
FUll Flow Capadty 0,95 ets
Full Flow Slope 0,001177 flIfl
.Flow.is subcritical.
" Date Received:
,
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JUL - 8'2009
Original Submittal
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07106109'
03:15':09'PM'
HaestadMethods;lnc, ,3TSrookside Road
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Watercury; CT.0670B ,(203) ,755,-~666:
"Flo'wMaster vS,13
Page 1 of 1
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Pipe 8(25 yr, 1 0 min)
Worksheet for Circular Channel.
Proiect Description
ProjeCt File
Worksheet
Flow Element
Method
Solve For __
1:\projects\haestad\llbwmaster files\4038 stm,fm2
Pipe 8 (5-yr, 10 min) ,
Circular Channel
:Manning's 'Formula
Channel Depth
:,Input Data __
,Mannings .Coefficient, 0,011
Chaiinei Slope 0,004450 ftllt
Diameter 8,00 in
DischarQe 0,66 cfs
__ Results
Depth. 0.41 fl
,Flow Area 0.22 fl'
Wetted Perimeter 1.20 it
Top Width 0,65 fl
Critical Depth 0,38 fl
Percent Full 61,23
CritiCal Slope 0,005422 ftlfl
Velocity , 2,95 Ills
Velocity Head 0,13 fl
Specific Energy, 0,54 It
Froude Number 0,88
Maxiiiium Discharge 1,02 cis
, Full Flow Capacity 0,95 cfs
Full Flow Slope O,002136ft11t
Flow is subcritical. ,
i'
Date Received:
JUL - 82009
Original Submittal
07/06/09,
03:16:44 PM
" ;!
.FlowMaster v5; 13
Page 1 of 1.
Haestad M~thods, Inc, 37 Brookside Road Waterbury,CT-'0670B, (203)'755-16~6
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RAIN GA.RDEN CAPACITY CHECK,
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Origin~1 Submittal
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. Facility Sizing Worksheet
(Tl1e worksheet is on reverse side)
AfI facHfties sized with this form are ~r~sumed to comply with the 'City's pollution andf!ow control requitemenri,
Infiltration and discharge requirements are site specific and approved with the use of this form,
Instructions
, '
1 Enter square footage (sf}of total impervious area being qeve10ped into'BOX 1.
2 Enter square footage '(sh for impervious are; reduction techniques,
3 Enter.sum of the impervious are~ r~duction techniques into BOX 2,
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-4 Subh'act BOX 2 ,from BOX 1 to find BOX 3, the amount of impervious area that requires stormwater management.
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5 Select appr~priate stormwater m.1~agement facilities based on infiltration rate (page,2),
6' Enter the square footage of impervious,<!rea managed tnat will flow into each facility type.
7 Check \.v-hether tne plal~teri sw.:i.le, basins, and'filt~r smps are flov\...~~ough f~cilities:
8 MultiPly each imperviou~ area man<!g~d DY ~he corres~ondmg sizing fador, : Enter tru,s area as the facility surface area, yvhiCh is the'
required size .to manage th:: r~off" '. .
9 , Where,selecting facilities that will overflo.w, select the final discli.arge l.otation,'
'0 Enter the sum oillie total of all the lmperlliou5 area managed.into BOX 4, Box 4 mllst be ~ Box 3.
.',-.'~ ~~,
Date Received:
JUL - 8 2009
OrigilJal Submittal .
~ ;~
CITY OF PORTLAND'. STORMWATERMANAGEMENT MANUAL. JULY 2008
SIDE 30f 4
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Total impervious area being developed or redeveloped: ....
...,;.. 12,425
I BOX 1
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1 Impervious Area Reduction
Ecoroof
Pervious asphalt or concrete
, Permeable pavers
sf
sf
sf
Total Impervious Area Reduction:
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I BOX 2
I BOX3
Total impervious area requiring ~torri1water management ..,..,.
,......~ 12,425
2 Su rface Facilities
impervious Area'Managed
Sizing Factor
Facility Surface Area
Planter
Swale
2,425 sf
x
sf x
sf' 'x
sf x
0,06,
0,09
0.09
0,20
146
sf
sf
sf
sf
Basin
Vegetate'd Filter Strip
f~r walks, and driveways
Overflow will be directed to (check all-that apply):
o Subsurface facility
o Stormwater sewer
o Surface waler
d Combined Sewer
3 Subsurface Facilities t
The following subsurface facilities can receive overflow from the facilities listed above or can be used independently to manage
stonnw'ab~r from residential roofs, If stormwater is. generated from anything other than residential roofs, the facilities are subject to the
UIC(Underground Injection Control) requirements,
(See Section 2.3.3 jar sizing informntimJ-)
Facility Size
Drywell
Soakage Trench
sf
sf
Depth
. Width
Diameter
Length
: Slim of
c+,~::'::~~~II~~.~~i~~s~re..~a~..~e~:::?;12,425 ': T BOX 4' ,.
(BOX 4 should be greater than or equal to BO'X 3)
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4' Escape Route
In the event the stoiIDwater facility :eniporarily fails o~ rainfall exceeds the 'facility design capacity, describe wnereflows will drai.n to in
order to :rn..iiintain public safet}r and avoid property da~age, Depending on site coi1ditions, this may include storage in an overflow
'structure, parking lot, street, or landscaped area, Overflow is to 8" publiC storm main running between 1096 & -1109 Main 5t.
O A<;idltlg,oal storage Within new parking area of 173 sf pnor to overflowing to the gutter In the alley whIch goes to said 8"
all:: ~ec~hVcf:cl: 'l
JU~ ',- 8.. 2pD9<:ITY OF PORTLAND' STORMWATER MANAGEMENT MANUAL ',JULY 2008
Or~LBM?tf{1i,ttal .
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SIDE 4 of 4
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PROJECT
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JOB NO, 40 J@
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P.O. Box'2527. Eugene, OR 97402-0152
(990 Obie Street)
(541)485,4505' FAX (541) 485,5624
BY (fIrr.f
DATE
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AFlY A APARTMENTs'
DEVELOPED CONDITION (2'year wiNo infiltration)
, ..' Rain Garden
INew Parking Area 1 only (inti, adjacent sidewalk & rain garden) ,"' ..:' lVE; infiltration area = 62,3 sf area at 1/2 design depth
total area = 2,603 0,06 (acres) peak design area = 96,5 sf
pervious area = 178 0,00. peak design depth = 0,5 ft
impervious area = 2,425 0,06 Design storage at avg area & depth listed = 31 cf
Pervious CN = 86 S ~ 1.6279 0,2S ~ 0,3256 _ Peak Req~~ora~e = '6 ef
Impervious CN == 98 S~ 0.2041 O,2S ~ 0,0408
drawdown time = ' 6
total depth rain
Pt~ 3.3 (inches) scs t,?cimeabilit"[ rate = 0.40 inlhr < avg SCS
dt~ , 10 (min) Design Soil Permeality Rate = 0.00 in/hr <no infiltration used
Tc= 5 (min)' v.= 0,5 pcrcolati(in rate =. 0.0000 efs <no infiltration used
Fi]e No: 4038 D2'jTB.qpw bypass rate = 0,0200 cfs < pre-developed rate 2-year
7-06,09, MJK ' mll;\: outflow rate ":' 0,0200 efs
24,I-lour SCS Type iA Design Stonn, 2 Year PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall: Inere, Rainfail AccUm, Accum. Ineiem. Accum, Increm. Total, Instant Runoff Req'd Stor'g Rec!,d Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff flovvrate floW-rate Vol In - pere Vol, In - pere
(min) _'--o_distr~iI,!~hc~LJil)cbes) (inches) , (inches) (inches) (inches) _(iI1che.sL (efs) (cfs) (cQ ,- (c:f)
0 0 0 0 b 0 b 0 b 0 0 0 0 0
10 0.40% 0,40% 0,013' 0,013 0,000 0,000 0,000 0,000 0,000 0.00 0,00 0,00 0
20 0.40% 0.80% 0,013 0,026 0,000 0,000 0,000 0,000 0000 0,00 0,00 0,00 0
30 0.40% 1.20% 0,0]3 0,040 0,000 0,000 0,000 '0,000 0,000 0,00 0,00 0,00 0
40 0.40% 1.60% 0,013 0,053 0,000 0,000 0,001 0,001 0,00] 0,00 0,00 0,00 ,0
50 0.40% 2,00% 0,013 0,066 0,000 0,000, 0,003 0,002 0,002 0,00 000 . 0,00 '0
60 0.40% 2.40% 0,0]3 0,079 0,000 0,000 0,006 0,003 0,003 0,00 0,00 0,00 0
70 0.400,10' 2,80% 0,013 0,092 0,000 0,000 O,OlO 0,004 0,004 0,00 0,00 0,00 0
80 0.40% 3,20% 0,013 O,106 0,000 0,000 0,0]6 0,005 0,005 0,00 0:00 0,00 0
90 0.40% ,3,60% 0,013 0,119 0,000 0,000 0,022 0,006 0,006 0,00 ' 0,00 0,00 0
100 0.40% 4.00% '0,013 0,132 0,000 0,000 0,028 0,007 0,006 0,00 0,00 0,00 0
110 0,50% 4.50% 0,0]7 0,149 0,000 0,000 0,037 0,009 , 0,008 0,00 0,00 0,00 0
]20 0.50% 5.00% 0,017 0.165 0,000 ,0,000 0,047 0,010 0,009 0,00 0,00 0,00 0
130 0.50% 5,50% 0,0]7 0,182 0,000 0,000 0,057 O,OlO 0,0]0 0,00 0,00 0,00 0
140 0.50% 600% ' 0,0]7 0,198 0,000 0,000 0,068 , 0,011 O,OlO 0:00 0,00 0,00 0
150 0,50% 6.50% 0,017 0,215 0,000 0,000 0,080 O,Oi] 0,01] 0,00 0,00 0,00 0
]60 0,50% 7,00% 0,017 0,231 0,000 0,000 0092 6,012 0.D11 0.00. 0,00 0,00 0
170 0,60% 7.60% 0,020 0.25] 0,000 0,000 O,106 0,015, 0,014 0,00 0,00 0,00 0
180 0,60%, 8,20% 0,020 0.27] 0,000 0,000 0,122 0.D15 0,014 0,01 0,00 0,00 0
i90 0.60%" 8,80% 0:020 0,290 0,000 0,000 O,13'i 0,0]6 0,015 0,01 0,00 0,00 0
200 0.60% 9.40% 0,020 0,310 0,000 0,000 0,153 0,0]6 0.D15 0,01, 0,00 0,00 0
2]0 0,60% ]0,00% 0,020 ' Oj30 0,000 0.000 0,170 0,016 0,015 0,01 0,00 0,00 0
220 0.60% 10.60% 0,020 0,350 0,000 0,000 0.186 0,017 0.D15 0.D1 ' 0,00 0,00 0
230 0,70% 11.30% 0,023 0.373 0,001 0,001 0,206 0,020 ' 0.D18, 0,01 0,00 000 0
240 0.70% 12.00% ,0,023 0.396 0,003 0,002 0.226 ' 0,020 0,Oi9 0,01 0,00 0,00 0
250 0.70% 12.70% 0,023 0.4]9 ,0,005 0,002 0,246' 0,020 0,019 , 0,01 0,00 0,00 0
260 0,70% 13.40% ' 0,023 0,442 0,008 0,003 0.266 0,020 0,019 0.D1 0,00 0,00 0
270 0.70% 14.10% 0,023 0.465 0,011 0,003 0,287 0,021 0,019 0,01 0,00 0,00 0
2~0 0.70% 14.80% 0,023 " Oc 48~ QQ.15 O,OO~ ' 0,307 0,021 0,020 ' 001, 0,00 0,00 0
- --,--".
290 0.82% 15.62% 0,027 ' 0.515 0,020 0,005 0.332 0,025 0,023 0,01 0,00 0,00 0
300 0,&2% 16.44% 0,027 0.543 0,026 0,006 0,357' 0,025 0,023 0,01' 0,00 0,00 0
310 ' 0.82% 17,26% 0,027 0.570 0,032 0,006 0.382 0,025 0,024 0,01 0,00 0,00 0
320 0.82% ]8,08% 0,027 0,597 0,039 0,007 0.407 0,025 0,024 0.01 0,00 0,00 0
330 0,82% , 18,90% 0,027 0,624 0:046 0,007 0.432 0,025 0,024 0.D1 . 0,00 0,00 0
340 0,82% 19.72% 0,027 0,651 0,054 0,008 0.457 0,025 0,024 0,01 0,00 0,00 0
350 0.95% 20,67% 0,031 0,682 0,064 0,010 0.486 0,029 0,028 0,01 0,0] 0,00 0
360 0.95% 21.62% 0,031 0,713 0,075 0,011 0,516 0,030 0,028 0,01 0,01 '0,00 0'
370 0,95% 22,57% 0,031 0,745 0,086 0,011 0,546 0,030 0,028 0,01 0,0] 0,00 0
380 0,95% 23,52% 0,031 0,776 0,098 0,012 0,576 0,030 0,029 0,01 Da1-$l Recei<ill~d: 0
390 0,95% 24:47% 0,03] 0,808 0,] 10 0,0]2 6,606 0,030 0,029 0,01 0,01 0,00 0
400 0,95% 25.42% 0,031 0,839 0,123 0,.0]3 0,636 0,030 ' 0,029 0.01 lOI - ~m 0
410 1.34% 26,76% . 0,044 0,883 0,142 0,019 0,678 0,042' 0,041' 0.01 ,Id. 8 0
420 1.34% 28,10% 0,044 0,927 0,162 0,020 0,721 .0,043 0,041 o,oi 0,0] 0,00 0
430 1.34% 29.44% 0,044 0,972 0,]83 ,0,021 0,763 0,043 0,041 dr~inal~l(JllmiltaIOOO 0
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24-Hour SCS Type lA Design Stomi, 2 Year PERVIOUS IMPERVIOUS lti.creniental' Cumulative
Rainfall Incre. Rainfall Accum. ' 'Accum. ' Increm, Accum, Increm. Tola! Instant Design, Req'd Stor'g Req'd Stor'g
.' Time distr, , Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff flowrate.flowrate, Vo!ln,- perc Voi in ,-.p~rc
(min) .' "d;str_--~'(mc1iesj ,.(inchesJ.. -- (inches) (lnche.sJ.. Jin~es) (inches) (inches) _(cfsL '(cts) "H(cf)" , '(cO
440 1.80% 31.24% 0,059 1.031 0,213 0,030 0,821 0,058 0,056 0,02 0,01 0,00 0
450 '1.80% 33,04% 0,059 1.090 0,244 0,031 0.879 0,058 0,056 0,02 0,01 0,00 0
460 3.40% 36.44% 0,112 1.203 0,307 0,063 0,988 0,109 0,106' 0,04 0,02 0.00 0
470 5.40% 41.84% O,j78 1.381 0.415 0,108 1.163 0,175 0,170 0,06 0,03 6.45 6
480 2,70% 44,54% 0,089 1.470 0.472 0,057 1.250 0,088 0,086 0,03 0,02 0,00 6
490 1.80%, 4634% 0,059 1.529 0,512 0,039 1.309 0,059 0:057 0,02 0,01 0,00 6
500 1.34% 47,68% 0,044 1.573 0,541 0,030 1'.353 0,044 0,043 0,02 0,01 0,00 6
510 1.34% 49,02% 0,044 1.618 0.572 0,030 1.396, 0,044 0,043 0,02 0,01 0,00 6
520 1.34% 50.36% 0,044 1.662 0,602 0,031 1.440 0,044 0,043 0,02 0,01 0,00 6
530 0.88% 51.24% 0,029 1.691 0,623 0,020 1.468 0,029 0,028 0,01 0,01 0,00 6
540 0,88% 52.12% 0,029 1.720 0,643 0,021 1.497 0,029 0,028 0,01 0,01 0,00 6
550 0.88% 53,00% 0,029 1.749 0,664 0,021 1.526 0,029 0,028 0,01 0,01 0,00 6
560 0,88% 53,88% 0,029 1.778 0,685 0,021 1.555 0,029 0,028 0,01 0,01 0,00 6
570 0,88% 54,76% 0,029 1.807 0,706 0,021 1.583 0,029 0,028 0,01 0,01 0,00 6
580 0.88% 55,64% 0,029 i.836 0,727 0,021 1.612 ' 0,029 0,028 0,01 0,01 0,00 6
590 0,88% 56,52% 0,029 1.865 0,748 0,021 1.641 0,029 0,028 0,01 0,01 0,00 6
600 0,88% 57.40% 0,029 1.894 0,770 0,021 1.670 0,029 0,628 0,01 0,01 0,00 6
610 0,88% 58.28% 0,029 1.923 0,791 0,022 1.698 0,029 0,028 0,01 0,01 0,00 6
620 0.88% 59,16% 0,029 1.952 0,813 0,022 1.727 0,029 0,028 0,01 0,01 0,00 6
630 0,88% 60:04% 0,029 1.981 0,835 0,022 1.756 0,029 0,028 0,01 0,01 0,00 6
640 0.88% 60,92% 0,029 2,010 '0,857 0,022 1.785 0,029 0,028 0,01 0,01 0,00 6
650 0,72% 61.64% 0,024 2,034 0,875 0,018 1.808 0,024 0,023 0,01 0,00 0.00 6
660 0.72% 62.'36% 0,024 ' 2,058 0893 0,018 1.832 0,024 0,023 0,01 0,00 0,00 6
670 0,72% 63,08% 0,024 2,082 0,911 0,018 1.855 0,024 0,023 0,01. 0,00 0,00 6
680 0,72% 63,80% 0,024 2,105 0,930 0,018 1.879 0.024 0,023 0,01 0,00 , 0,00 6
690 0,72% 64.52% 0,024 2,129 0,948 0,018 1.902 0,024 0,023 0,01 ' 0,00 0,00, 6
700 0,72% 65,24% 0,024 -- 2,153 0,966 0,018 1.926 0,024 0,023 0,01 0,00 0,00 6
710 0.72% 65,96% 0,024 2,177 0,985 0,019 1.950 0,024 0,023 0,01 0,00 0,00 6
720 0,72% 66,68% 0,024 2,200 1.004 0,019 1.973, 0,024 0,023 0,01 0,00 0,00 6
730 0.72% 67,40% 0,024 2.224 1.022 0,019 1.997 0,024 0,023 0,01 0.00 0,00 6
740 O,i~% 68.12% 0,024 2.24~ 1.041 0,019 2,020 0,024 0,023 0,01 0,00 0,00' ,6
750 0,72% . 68.84% 0,024 2.272 1.060 0,019 2,044 0,024 , 0,023 0,01 ,0,00 0,00 6
760 0.72% 69.56% , 6,024 2,295 1.079 0,019 2.068 0,024 0,023 0,01 ' 0,00 0,00 6
770 0.57% : 70,13% 0,019 2.314 1.094 0.D15 2,086 0,019 0,018 0,01 0.00 ' 0,00 6
780 0,57% 70,70% 0,019 2.333 1.109 0,015 ' 2,105 0,019 0,018 0,01 0,00 0,00 6
790 0,57% 71,27% 0,019 2,352 1.124 0,015 2,124 0,019 0,018 0,01 0,00 0,00 6
800 0.57% 71.84% 0,019 2.371 1.139 0,015 ,2,142 0,019 0,018 0.0' 0,00 0,00 6
810 0,57% 72.41% 0,019 2.390 l.i54 0,015 ' 2,161 0,019 0,018 o,oi 0,00 0,00 ,6
820 '0.57% 72.98% 0,019 2.408 1.169 0.D15 2,180 0,019 0,018 0,01 O,O( 0,00 6
830 0,57% 73,55% 0,019 2.427 1.184 0.D15 ' 2,198 0,019 0,018 0,01 O,O( 0,00 6
840 0.57% 74.12% 0,019 2.446 l.i99 0,015 2,217 0,019 0,018 0.01 O.O( 0,00 6
850 0.57% 74,69% 0019 2.465 1.215 0,015 2,236 0,019 ,0,018 o,oi ,O,O( 0,00 6
'860 0.'57% 75,26% 0,019 2.484 1.230 0.D15 ' 2,254 0,019 0,018 0,01 0,01 0,00 6
870 0.5'7% 75,83% 0,019 2.502 1.245 0.015 2.273 0,019. ' 0,018 0,01 O,OC 0,00 6
880 0,57% 76.40% 0,019 2,521 1.261 0,015 2,292 0,019 0,018 0,01 O,OC 0,00 6
__82Q . Q.,~Q~~. 76?0% ,O,Ql?, 2,538 1.274 0,014 2.308 ,O,O!6, 0,016 -'" Q}Jl, O,O( 0,00 .L
900 0.50% 77.40% 0,017 2.554 1.288 0,014 2.325 0,016 0.016 0,01 '0,00 0,00 6
910 0.50%. 77 ,90% 0,017 2.571 1.30' 0,014 2,341 0,016 0,016 0,01 0,00 0,00 6
920, 050% 78.40% 0,017 2,587 . i.315 0,014 2,357 0,016 0,016 0,01 0,00 0,00 6
930 0,50% 78,90% '0,017 2,604 1.329 0,014 2.374 0,016 0,016 0,01 O,OC 0,00 6
940 0,50% 79.40% 0,017 2,620 1.342 0,014 2.390 0,016, 0,016 0,01 0,0(1 0,00 6
950, 0,50% 79,90% 0,017 2,637 1.356 0,014 2.407 ' . 0,016 0,016 0,01 O,OG' ' 0,00 6
960 0,50% 80,40% 0,017 2,653 1.370 0,014 2.423 0,016 0,016 0,01 0,00' 0,00 6
970 0,50%' 80,90% 0,017 2,670 1.383 0,014 2,440 0,016 0,016 0,01 0,00 0,00 6
980 0,50% 81.40% 0,017 2,686 1.397 0,014 2.456 0,016 0,016 0,01 0,00 0,00 6
990 '0.50% 81.90% 0,017 2,703 1.411 0,014 2.472 0,016 ,0,016 0,01 q~~= Re~~IVed: 6
1000 ' 0,50% 82.40% 0,017 2,719 1.425 0,014 2,489 ,0,016 0,016 0,01 6
1010 0.40% 82,80% 0,013 2,732 1.436 0,011 2,502 0,013 0.Q13 0,00 0,00 0,00 6
1020 0.40% 8320% 0,013 2,746 1.447 0,011 2,515 0.013 0,013 0,00 o,QI1JL - !p,~ 09 6
1030 0.40%. 83.60% 0,013 2,759 1.458 0,011 2,528 0,013 0,013 0,00 0,00 0,00 6
1040 OAO% 84,00% 0,013 " 2,772 1.469 ' 0,011 2.541 0,013 0,013 ~O, 'Ol~ 0,00 6
1050 0.40% 84.40% 0,013 2,785 i.480. "O.D11 2,554 0,013 0,013 ,!jlgml?l Jbmit4l1/l(' < -
, . 24-Hour SCS Type_lA Design Storm - 2 Year
,-...... ,e ' Rainfaii lncre. Rainfall' Accum,
Time distr, Rainfall Increment Rainfafl
(mm) _ _ _ distr, (inches) (inches)
]060
1070
1080
1090
1100
1110
1120
1130
1140 '
1150
1160
1170
, 1180
d90
1200
1210
1220
i230
1240
1250
1260
1270
1280
1290 '
1300
1310
1320
1330
1340
1350
1360
1370
1380
1390
1400
'1410
1420
1430
1440
0:40% 84,80%
0.40%. ,85,20%
0.40% 85,60%
0.40% 86,00%
0.40% 86.40%
0.40% 86.80%
0.40% 87,20%
0.40%" 87.60%
0.40% 88,00%
0.40% 88.40%
0.40% 88,80%
0.40% 89,20%
0.40% 89,60%
0.40% 90,00%
0.40% 90.40%
0.40% 90,80%
0.40% 91.20%
0.40% 91.60%
0.40% 92,00%'
0.40% 92.40%
0.40% 92,80%
0.40% 93,20%
0.40% ' 93,60%
0.40% 94,00%
0.40% 94.40%
0.40% 94,80%
0.40% 95.20%
0.40% 95,60%
0.40% 96,00%
0.40% 96.40%
0.40% 96,80%
0.40% 97.20%
0.40% 97.60%
0.40% 98,00%
0.40% 98.40%'
0.40% 98,80%
0.40% 99,20%
',0.40% 99.60%
0.40% 100,0%
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,0'3
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
2,798
2,812
2,825
2,838
2,851
2,864
2,878
2,89"
2.904
2,917
2,930
2,944
2,957
2.970
2,983
2,996
3,010,
3,023
3,036
3,049
3,062
3,076
3,089
3,102
3,115
3,128
3,142
3,155
3,168
3,181
3,194
3,208
3,22'
3.234
3,247
3,260
3,274
3,287
3,300
PERVIOUS,
Accum,
Runoff
(inches)
1.491
1.502
1.513
1.525
1.536
1.547
1.558
1.569
1.581
1.592
1.603
1.6]4
1.626
1.637
1.648
1.659
1.671
1.682
1.693
1.705,
1.716
1.727
1.739
1.750
1.762
1.773
1.784
1.796
1.807
1.819
1.830
1.842
1.853
1.865
1.876
i.888
1.899
1.911
1.922
,,' ,.~
Increm,
Runoff
(inchest
IMPERVIOUS.. ,
., A:ccum:- 'Iiicrem.'
Runoff Runoff
(iI1<:hcs) (inches)
_ "_'_ _.. . Incremental Cumulative
Totai' InStant Design' Req'd Stor'g Req'd Stor'g
Runoff flowrate flowrate VolIn - perc Vol In - perc
,(inches) ,.Ji;fsl. --.icfs)_ _ --.lcf) (elL
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,0'1
0,011
0,01 i
0,011
0,011
0,011
0,011
0,011
0,011
0,011
,0,011
oml
0,011
0,011
oml
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,011
0,012
0,012
0,012
0,012
0,012
2,568
2.581
2.594
2,607
2,620
2,633
2,646
2,660
2,673
2,686
2,699
2,712
2,725.
2,738
2,752
2,765
'2,778
2,791
2,804
2,817
2,830
2,844
2,857,
2,870'
2,883 '
2,896
2909
2,922
2,936'
2,949
2,962
2,975
2,988,
3,00i
3,015
3,028
3,041
3,054
3,067
0,013
0,013
0,013
0,013
0,013
0,013 '
0,013
0,013
0,013
0,013
0,013
0,013
0,013 '
0,013 '
0,013
0,013
0,013
0,013
0,013
,0,0]3
0,013
0,013
0,013
0,013
'0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
, 0,013
0,013
0,0]3 '
0,013
0:013
0,013
0,013
0,0]3
0,013
0,013
O,Oi3
0,0'3
0:013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,0]3
0,013
Om3
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
0,013
, 0,013
0,013
0,013
0,013
0,013
0,013 '
0,013
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00'
0,00
0,00
0,00
0,00
0,00
0,00,
0,00
0,00
0,00
0,00
0,00
0,00
0,00 '
0,00
0,00,
0,00
0,00
0,00
, 0,00
0,00
0,00
, 0,00
0,00
0,00
0,00
0:00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00,
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00 '
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
, 0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
Date Received:
JUL - 8 2009
Original Submittal
6
6
6
6,
6
6
6
6'
6
6
6
6
6
6
6
6
6
6
6
6
6'
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6'
avg depth =
side slope =
.,'
DRA WDOWN CHECK Cay!! infiltration area)
" --...-. ,- ~-' --...'. --,,~
. ',"
0.250 ft
3,0 :J.
SCS avg, permeability rate =
Design Soil Permeality Rate =
percolatiol! rate =
. bypass rate'= ,
max outflow rate = ,
Rain Garden
avg width =
avg length =_
avg infiltration area =
Peak Req'd Storage =
Peak :Design flowrate_=
0.40 in/hr
0,2000 in/hr
0.0003 cfs
0.0000 .cfs
, 0.0003 cfs
3.5 ft
17.8 ft
62 cf
6 cf
0.03 cfs
< avg SCS
< avg scs/2
<,based on avg, infiltration area
drawdowli'time = 6 hr
20- ye.
y ~ s. c-.s .<6..-4-(..-
Date Received:,
JUL - 8 2009
Original Submittal
. "
"
'(
DRAWDOWN~CHECK 'Ciivi!iilfiltration a-rea) .
~'. '.,." -~. ",-""'. '"'i' "'''' "~.........,,,,...-..~-
avg depth =
side slope =
0250 ft
3,0. :1
Rain Garden
1 avg width =
'I avg length =
avg infiltration area =
3.5 ft .
17,8 ft
62 cf
__ Peak Req'd Storage =
i;'cf
p'eak Design flowrate = ,
0.03 cfs.
SCS avg'penneabili~ rate =
Design Soil PermealitY Rate = '
percolation'rate ='
bypass rate =
max.outflowrate =
0.40 -- in/hr '
0.1000 'infhr
0.0001 .cfs
0.0000 cfs
O.OOOlcfs .
< avg SCS
< avg scsf4
<based on avg, infiltration area
drawdown tiine = 12 hr
:2 - VI?
\(4 Sc-S f<.~
Date Received:
JUl - 8 2009
Original Submittal
.
AFIYA APARTMENTS
DEVELOPED CONDITION (i5-year wiNo infiltration)
.. _ " . . Rain Garden
INew Parking Area I only (incL adjacent sidewalk & rain gardenf--' h~, - Ivg'infiltration area = 62,35f area at 1/2 design depth
total area = 2,603 0,06 (acres) peak design area = ,96,5 sf
pervious area = 178 0,00 peak design depth = 0,5 ft
impervious area = 2,425 0,06 Design storage at avg area & depth listed = 31 cf
Pervious CN = 86
Impervious CN = 98
total depth rain
p, ~ 4,8 (inches)
dt~ ]0 (min)
Tc~ 5 (min)
File No: 4038 D25,yrB.qpw
7 -06-09, MJK
S ~ 1.6279
S~ 0,2041
ON='
24-Hour SCS Type IA Design Storm, 25 Year
Time
_(min)
o
10
20
30
40
50
60
70
80
90
100
'10
120
]30
]40
150
160
170'
180 '
190
200
210
220
230
240
250
260
270
199,
290
300
310
320
330
340
350
360
370
380
390
400
. 410
420
430
Rainfall Accum,
Increment Rainfall
(inches)__ (inc:l1esL
Rainfall ,lucre.,
distr. Rainfall
distr,
o 0
0.40% 0,40%
0.40% 0.80%
0.40% 1.20%
0.40% 1.60%
0.40% 2.00%
0.40% 2.40%
0.40% 2,80%
0.40% 3,20%
0.40% 3,60%
0.40% 4.00%
0.50% 4,50%
0.50% 5,00%
0.50% 5.50%
0.50% -6,00%
0,50% 6,50%
0,50% 7,00%
0,60% 7:60%
0,60% 8.20%
0,60% 8,80%
0.60% 9.40%
0,60% 10.00%
0.60% ]0,60%
0,70% 11,30%
0,70% 12.00%'
0.70% 12.70%
,0,70% 13.40%
0,70% 14,10%
0,70% 14.80%
-----,----,->'-
0,82% 15,62%
0,82% '16.44%
0.82%' .17,26%
0,82% 18,08%
0.82% ' 18,90%
0,82% 19,72%
0,95% 20,67%
0,95% 21.62%
0,95% 22.57%
0,95% 23,52%
0,95% 24.47%
0,95% 25.42%
L34% 26.76%
L34% 28.10%
L34% 29.44%
o
0,Oi9
0,0]9
.0,0]9
0,0]9
0,019
b,Ol9
0,019
0,019
0,019
0,019
0,024
0,024
0,024
0,024
0,024
,0,024
0,029
0,029
0,029
0,029
, 0,029
0,029
0,034
0,034
0,034
0,034
0,034
'. O,03~
0,039,
0,039
0,039
0,039
0,039
0,039
0,046
0,046
0,046
0,046
0,046
0,046
0,064
0,064
,0,064
o
0,019
0,038
0,058
0,077
--0,096
O,ll5
0,134
0:154
0,173
, 0,192
0,216
0,240
0.264
0.288
0.312
0.336
0.365
0,394
0.422
0.45i
0.480
0,509
0,542
0,576
, '0,610
0,643
0,677
O'!,IO.
0,750
'0,789
0,828
0,868
0,907
0,947
0,992
1.038
1.083
LI29
1.175
1.220
1.284
1.349
1.413
O,2S ~ 0,3256
O.2S ~ 0,0408
0.5
SCS permeahility rate ~
Design Soil Pcrmeality Rate =
percolation rate =
b)'pass rate =
max outflow rate =
PERVIOUS
Aecum,
Runoff
(inches)
o
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0.000
0,000
0.000
0,000
0,000
0,000
0,000
0,000
0,001
0,003
0,005'
0,009
0,013
0,019
0,025
0,033
, 0,042
0,052
0,062
0,074
0.088
0,103
0.119
0,135
0,153
0,171
O,1~4
0.217.
0.241
0.265
0.291
0.317
0.355
0,395
0.436
lnerem.
Runoff
(inches)
o
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0000
0,001
0,002
0,003
0,004
0,004
0,005
0,007
0,008
0,009
0,010
0,010
0,011
0,0]4
om5
0,016
0,017
Om8
0,018
0,022
0,023
0,024
0,025
0,026
0,026,
0.Q38
0,039
0,041
IMPERVIOUS
Accum.
Runoff
Jinches)
o
0.000
0,000
0,001
0,005
0,0]2
0,020
0,029
0,040
0,052
0,064
0,081
0,098
0,] 17
0,135
0,]55
0,175
, 0,199
0,223
0.249
0,274 "
0.300
0,326
0.357
0,387
0.419
0.450
0.48]
0.513 .
0,550
0,588,
0,626
0,663
0,70]
0,739
0,783
0,828
0872
0,916
0,961
1005
1.068
LI31
1.195
lncrem,
Runoff
(inches)
o
0,000
.0,000
0,001
0,004
0,006
0,008
0,010
0,011
0,012
0,013
0,017.
0,017
,'0,0]8
0,019
0,019
0,020
0,024
0,025
0,025
0,025
0,026
0,026
0,031
0,031
0,031
0,031
0,032
0,032
0,037
0,037
0.Q38
0,038
0,038
0,038
0,044'
0,044
0,044
0,044
0,045
0,045
0,063
0,063
0,063
_Jeak_R~_d. St~r:agc =
22 cf
drawdown time = 21
0.40 inIhr
'0,00 in/hr
0,0000 cfs
0,0200 cfs '
0.0200 cf,
< avg SCS
<no infiltration used
<no infiltration used
< pre-developed rate 2-year
Incremental Cumulative
Total Instant Runoff Req'd Stor'g Req'd Stor'g ,
Runoff flowrate f]owrate Vol In ~ perc Vol In - perc
(inchesL~lcfs)_(cfsL (cfL ___(elL
o 0 0 0
0,000 0,00 0,00 ' 0,00
0,000 0,00 0,00 0,00
0,001 0,00 0,00 0,00
0,004 0,00 0,00 0,00
0,006 0,00 0,00 0,00
0,008 0,00, 0,00 0,00
0,009 0,00 0,00 0',00
0,010 0,00 0,00 0,00
0,0 II 0,00 0,00 0,00
0,012 0,00 0,00 0,00
0,015 0,01 0,00 0,00
0,016 0,01 0,00 0,00
0,017 0,0] 0,00 0,00
0,018 0,01 0,00 0,00
'Om8 0:01 0,00 0,00
0,018 0,01 0,00 0,00
0,023 0,01 0,00 0,00
0,023 0,01 0,00 ,0,00
0,024 0,01 0,00 0,00
0,024 0,01 0,00 0,00
0,024 0,01 0,00 0,00
0,025 0,0] 0,00 0,00
0,029 0,0] 0,0] 0,00
0,029 0,0] '0,01 0,00
'0,030' 0,0' 0,01 0,00
0,030 0,01 0,01 0,00
0,030 0,01 0,01 0,00
0,030 0,01 0,01 0,00
0,036 om 0.01 . . 6,06
0,036 0,0] om 0,00
0,036 0,01 0,01 0,00
0,036 0,0] 0,01 0,00
0,036 0,01 0,0 I 0,00
0,037 0,01 0,01 0,00
0,043 0,02 0,01 0,00
0,043 0,02 0,01 0,00
0,043 0,02 r-ll,ol R O,OQ'
0,043 0,02 L<<3i' ~ ee,61j ved:
0,043 0,02 0,01 0,00
0,043 0.02 OOIl'/L _ J],1lil 09
0,061 0,02 O,o'J' Cb,~
0,061 0,02 0,01 0,00
0.062 . <OfiginiJl<8 JbmitWlPO
O'
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
"'0-
o
o
o
o
o
o
o
o
o
o
o
o
o
o
" I
24-Hour SCS Type lA Design 8tomi ' 25Y ear '. PERVIOUS
Rainfall Incre. Rainfall Accum. Accum.
distr, Rainfall, Increment, R!!-infaH. . B-ungtf
. -. - - ,i'i"s-ti--:--"linchesf (inches) (inches)
Time
(IIlill)
440
450
460
470
480
,490
500,
510
520
530
540
550
560
570
580
590
600
,610
620
630
640
650
660
670
680
690
700
710
720'
730
740
750
760.
770
780
790
800
810
820
830
840
850 ,
860
870
880
,89Q_
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030,
1040
, 1050
1.80% 31.24%
1,80% 33,04%
3.40o/~' 36,44%
5.40% 41.84%
2.70% 44.540/0
1.80% 46.34%
1.34% 47.68%
1:34% 49,02%
1.34% 50.36%
0.88% 51.24%
0,88% 52,12%
0,88% 53,00%
0,88% 53.880/0
0,88% 54,76%
0,88% 55.64%
0.88% 56,52%
0,88% 57.40%
0,88% 58,28%
0:88% 59,16%
0.88% . 60,04%
0,88% '60,92%'
0.72% 61.64%
0,72% 62,36%
0,72% 63,08%'
0,72% 63,80%
0.72% 64,52%
0.72% '65'.24%
0,72% 65,96%
0,72% 66,68%
0.72% 67.40%
0.72% 68,12%
,0.72% 68,84%
0,72% 69.56%
'0.57% 70.13%
. 0.57% 70,70%
0.57% 71.27%
0,57% 71.84%'
0.57% 72.4 I %
0,57% 72,98%
0.57% 73,55%
0.57% 74.12%
0.57% 74.69%
0.57% 75,26%
0.57% 75.83%
0.57% 76.40%
,Q:5,Q% 76,9_Q%
0,50% 77.40%
0,50% 77,90%
0,50% 78.40%
0.50% 78,90%
'0,50% 79.40%
0.50% 79,90%
0,50% 80.40%
0,50% 80,90%,
0.50% 81.40%
0.50% '81,90%
. 0.50% 82.40%
0.40% 82,80%
0.40% 83.20%
0.40% 83.60%
0.40% 84,00%
0.40% 84,40%
0,086
0,086
0,163
0,259
0,130
0,086
0,064
0,064
0,064
0,042
0,042 '
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0.Q35
0.Q35
0.Q35'
0.Q35
0.Q35
0.Q35
0.Q35
0,035
0,035
0.Q35,
0:035
0.Q35
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0:027
, ,Q,02,4,
0,024
0,024
0,024
0,024
0,024,
0,024
0,024
'0,024
0,024
0,024
0,024
0,019
0,019
0,019
, 0.019
, 0,019
1.500
1.586
1.749
2,008
2,138
,2,224
2.289
2,353
2.417
2.460
2,502 '
2.544
2.586
2,628 '
2,671
2,713
2,755
2,797
2,840
2,882
2,924
2,959
2,993
3,028
H62
3,097
3,132
3,i66
3.201
3,235
3,270
3.304
3.339
3.366
3.394
3.421
3.448
3.476
3.503
3,530
3,558 '
3.585
3,612
, 3,640
3,667
..3-!i91
3,715
3,739
3,763
3,787
3,811
3,835
3,859
3,883
3:907
3,931
3,955
3,974 '
3,994
4,013
4032
4:051
0.492
0.550
0,664
0,855
0,955
1.022
1.073
1.124
1.176
1.210
1.245
1.280
1.314
, 1.349
, .1-384
1.419
1.455
1.490
1.526
1.562
1.598
1.627
1.657
1.686
1.716
1.746',
1.776
1.806
1.836
1.866
1.896
1.926
1.956
1.980
2,004
2,029
2,053
2,077
2,101
2,125
2,150,
2.174
2,198
2.223
2,247
2}f8
2,290
,2,311
2,333 '
2,354
2,376
2,398
2.419
2.441
2.462
2.484,
2,506
2,523
2.541
2,558
2,575
,2,593
Increm. '
Rl;!wJif
(inches)
IMPERVJOUS
Accum, Increm, Total
Runoff Runoff Runoff
(inches) (inches) , (inches)
0,056
0,058
0, 114
0,191
0,099
0.068
0,051
0,051
0,052
0,034
0,034
0,035 '
0.Q35
0.Q35
0.Q35
0.Q35
0.Q35
0,036
0,036
0,036
0,036,
0,029
0.Q30
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0,030
0.Q30
0,030
0,024
0,024 :
0,024
0,024
0,024
0,024
0,024
0,024
0,024
'0,024
0,024
0,024
0,021
0,021
0,021
0,022
0,022
0,022
0,022
0,022
0,022
0,022
0,022
0,022
0,017
0,017
0,017
0,017
0,017
1.280
1.365
1.526
1.783
1.911
1.997
2,061
2,125
2,189
2,231
2,272
2.314
2,356
2,399
2,441
2.483
2.525
2,567
2c609
2,~51
2.693
2,727
2,762
2,796,
,2,830
2,865
2,899
2,934
2,968
3,003
3,037
3,071
3,106
3,133
3,160
},188
3.215
3,242
3.270
3.297
3.324
, 3.351
3.379 .
3.406 :
3.433
3.457
3.481 '
3.505
3,529
3,553
3,577
3,601
3,625
3.649
. 3,673
3,696
3,720
3,740
3,759
3,778
3,797
3.816
0,085
0,085
0,161
0.257
0,129
0,086
'0,064
0,064
0,064.
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
0,042
.0,042
0.034
0,034
0,034
0,034
0,034
0,034
0,034
0,034
O,Oi4
0,034
0,034
0,034
0,027
0,027
0,027
0,027'
0,027
0,027
0,027
0,027 '
0,027
0,027
0,027
, 0,027
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,024
0,019
0,019
0,019
0,019
0,019
0,083
0,083
0,158
0,252
0,127
0,084
'0,063
0,063
0,063
0,041
0,041 '
0,041
0,042
0,042
0,042
0,042
0,042
0,042
,0,042
0,042
0,042
0,034
0,034
0,034
0,034
0,034
0,034
0,034
0,034
. 0,034
0,034
0,034
0,034
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027
0,027,
'0,027
0,027
0,024
0,024
0,024
0,024
0,024
0,024
0,024'
0,024
0,024
0,024
0,024
0,024 .
0,019
0,019
0,019
0,019
0,019
Instant
flowrate
(efs)
Incremental Cumulative
Design Req'd Stor'g Req'd Stor'g
flowrat,e Vol In,,:pcrc Vol,ln- per~
(cfsf ..'-'(01) , (cl)
0,02 0,00
0,02 0,00
0,03 5,13
0,05 15.35
0,02 1.72
0,02 0,00
0,01 0,00
0,01 0,00
0,0 I 0,00 '
0,01 0,00
0,01 0,00
om 0,00
0,01 0,00
0,01 0,00
0,01 0,00
0,01 0,00
0,01 0,00
om O,OC!
0,01 0,00
0,01 0,00 ,
0,0 I 0,00"
om 0,00
0,01 0,00
0,01! 0,00
0,01 ' 0,00
om I O,OC 1
om 0,00
0,01 O,OC I'
0,01 ' 0,00!
0,01 0,00
om O,OC I
'0,01 ' O,OC I
0,01 O,OC'
0,00 O,OC'
0,00' O,OC'
0,00, O,OC' .
0,00 I O,OC'
0,00 O,OC' '
'0,00 O,OC
0,00 0,00
0,00 O,OC
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
.. 0:06 o,oc.
0,00 o,oc I'
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
,JlQQ R' 0,00' d
l<l~ e e6;@ ve :
0,00 0,00
~~J JL - ~.~ 109
0,03
0,03
0,06
0,09
0,05
0:03
0,02
0,02
0,02
om
om
om
0,02
0,02
0,02
0,02
0,02
0,02
0,02
0,02
0,02
0,01
0,01
0,01
0,01
0,01
0,01
0,01
0,01
0,01
0,01
om
0,01
0,01
0,01
0,01
o,oi
0,01
om
om -'
0,01
,0,0'
o,oi
0,01
0,01.
0,01
'6:01
om
0,01
0,01
0,01
0,01
0,01
, 0,01
om
0,01
0,01
0,01
0,01 0,00 0,00
O(!;riginillP~ ubmitQ'oW
0,01 0,00 0:00
0,01, 0,00 0,00
, 0
o
5
20
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22 .
22
22
22
'22
22
22
22
22
22
22
22
22
22
22
22
_,.24RHour SCS Type IA DcsignStOrynR 25 Year PERVIOUS IMPEB-VlOUS , ,~.---..,+ - '...~, ~ Incremental Cumulative
, Rainfall 'Increm,' - Accum:--'''increm. ' - ...' Desj~ Re-q'd Sior'g Req'cl Stor'g
Rainfall lncre. Accum, Accum, Total Instant
Time dislT, Rainfall Increment Rairifall Runoff Runoff Runoff Runoff Runoff flowrate flowrate Vol In - perc Vol In - perc
(min) distr, (inches) (inches) (inches) (inches) (inches) . (inches) (Inches) (cfs) (cfs) (cf) (cf)
1060 0.40% 84.80% 0,019 4,070 2,610 0,017 3,835 0,019 0,019 0,01 0,00 0,00 22
1070 0.40% 85.20% 0,019 4,090 2,628 0,017 3,854 0,0'19 0,019 0,01 0,00 . 0,00 22
1080 0.40% 85,60% 0,019 4,109 2,645 0,017 3,874 0,019 0,019 0,01 0,00 0,00 22
1090 0.40% 86,00% 0,019 4,128 2,663 0,017 3,893 0,019 0,Oi9 0,01 0,00 0,00 ,22
1100 0.40% 86.40% 0,019 4,147 2,680 0,017 3,912 0,019 0,019 0,0' 0,00 0,00 22
1110 . 0.40% ' 86,80% 0,019 4,166 2,698 0,017 3,931 0,019 0,019 0,01 0,00 0,00 22
1120 0.40% 87,20% 0,019 4,186 2,715 O.DI 8 3,950 0,019 0,019 0,01 0,00 0,00 22
1130 0.40% 87,60% 0,019 4.205 2,733 0,018 3,969 ' 0,019, 0,019 0,01 0,00 0,00 22
1140 0.40% 88,00% 0,019 4,224 2,750 0,018 3,989 0,019 0,019 0,01 0,00 0,00 22
1150 0.40% 88.40% 0,019 ' 4,243 2,768 0,018 4,008 0,019 0,019 0,01 0,00 0,00 22
1160 0.40% 88,80% 0,019 4,262 2,785 0,018 . 4,027 0,019 0,019 0,01 0,00 0,00 22
1170 0.40% 89,20% 0,019 4,282 2,803 O.DI 8 4,046 . 0,019 0,019 0,01 0,00 0,00 22
1180 0.40% 89.60% 0,019 4.301 2,820 0,018 4,065 0,019 0,019 O.DI 0,00 0,00 22'
1190 '0.40% 90,00% '0,0'19 4,320' 2,838 0,018 4,084 0,019 0,019 0,01 0,00 0,00 22
1200 0.40% 90.40% 0,019 4339 ' 2,855 0,018 4,104 0,019 0,019 0,01' 0,00 0,00 22
1210 0.40~ 90,80% 0,019 4,358 2,873 0.D18 4,123 0,019 0,019 0,01 0,00 O,QO 22
1220 ' 0.40% 91.20% 0,019 4,378 2,89), 0,018 4,142 0,019 0:019 0,01 0,00 0,00 22
1230 0.40% ,91.60% 0,019 4,397 2,908 0.DI8 4,161 0,019 ' ' 0,019 0,01 0,00 0,00 22
1240 0.40% 92,00% 0,019 4.416 2,926 0,018 4,180 0,019 0,019 0,01 ' 0,00 0,00 22
1250 0.40% 92.40% 0,0'9 4.435 2,944 0.DI8 4,199 0,019 0,019 0,01 0,00 0,00 22
- 0,019'
1260. 0.40% 92,80% 0,019 4.454 2,961 O.DI 8 4,219 0,019 0,01 0,00 0,00 22
1270 0.40% 93,20% 0,019 4.474 2,979 O.DI 8 4,238 0,019 0,019 0,01 0,00 0.00 22
1280 0.40% 93.60% 0,019 4.493 2,997 0,018 4,257 0,019 0,019 0,01 0,00 0,00 22
1290 0.40% 94,00% 0,019 4,512 3,014 0,018 4,276 0,019 0,019 0,01 0,00 0,00 22
1300 0.40% 94.40% 0.DI9 4,531 3,032 0,018 4,295 0,019 0,019 0,01 0,00 0,00 22
1310 0.40% 94,80% 0,019 4,550 3,050 0,018 4.314 0,019 0,019 0,01 0,00 0,00 22
1320 0.40% 95.20% 0,019 4,570 3,067 0,018 4,334 0,019 0,019 0,01 ,0,00 0,00 22
1330 0.40% 95,60% 0,019 4,589 3,085 0,018 4,353 0,019 0,019 0,01 , 0,00 0,00 22
1340 0.40% 96,00% 0,019 4,608 3,103 0,018 . 4372 0,019 0,019 0,01 0,00 0,00 22
1350 0.40% 96.40% 0,019 4,627 3,121 0,018 4.391 0,019 0,019 o.oi 0,00 0,00 22
4.410 "
1360 0.40% 96,80% 0,019 ' 4,646 3,138 O.DI 8 0,019 ' 0,019 ' 0,01 0,00 0,00 22
1370 0.40%, 97.20% 0,019 ' 4,666 3,156 ' 0,018 ' 4.429 0,019 0,019 O.D1' 0,00 0,00 22
1380' 0.40% 97,60% 0,019 4,685 3,174 0,018 ' 4.448 0,019 0,019 0,01 . 0,00 0,00 22
1390 0.40% 98,00% 0,019 ' 4,704 ' ' 3,192 O.DI 8 4,468 ,0,019' 0,019 0,01 0,00 0,00 22
-]400 0.40% 98.40% 0,019 4,723 3,210 0.DI8 4.487 0,019 0,019 0,01 0,00 0,00 '22' ,
1410 0.40% 98,80% 0,Q19, ' 4,742 3,227 0,018 4,506 0,019 0,'019 ,0,01 0,00 0,00 ' 22
1420 0.40% 99.20% 0,019 4,762 3.245 0,018 4.525 0,019 0,019 0,01 0,00 0,00 22
1430 0.40% 99.60% 0,019 4,781 3,263 0.DI8 4,544 0,019 0.019 0.01 0,00 0,00 22
1440 0.40% 100.0% 0,019 4,800 3,281 0,018 4,563 0,019 0,019 . 0,01 0,00 0',00 22
'....--
Date Received:
JUL - 8 2009
Original Submittal
.,..,M ......._+,____,_~+_'"..... ._~+..~..."".., _ ,~,
._"-,,,.~._.,.':'~~"'" -
'..'
. ~ ~ :..- '." "_~'O;'''::.''';:':'':':'''::'':.~,''',.:.;~r7':','',~'M.~'' '.~ ~ M ~ ,.,.'
DRA WDOWN CHECK (av!!:infiltration area)
avg depth =
side slope =
0,250. ft
3,0 :1,
SCS avg pehneability rate =
Design Soil Permeality Rate =
percolation rate ='
bypass ra te =
max outflow tate =
I
Rain Garden
avg width =
avg length =
3Vg infiltration area =
_J>~llk R~q'd St<!,rage =
Peak Design Ilowrate =
0.40 inlhr
0.2000 in/hr
0.0003 cfs
0.0000 cfs
0.0003 cfs
3,5 ft '
17,8 ft
62 cf
22 cf
,0.05 cfs
< avgSCS
< avg scs/2
< based on avg, infiltration area
di"awdown time = :il hr
;tS-VR-
1;1.- S6S R./l-fE
','
Date Received:
r
JUl - 8 2009
Original Submittal
.J' ,
"
DRA wDOWN'CHECK'(av'iiiiifiltratioriah~a)
avg depth =
side slope =
0,250 ft
3,0 :1
, SCS avg permeability rate =
Design Soil Permeality Rate =
percolation rate =
bypass rate =
max outflow rate =
24-,ye.
Rain Garden
avg width =
avg length = .
avg infiltration area.=
3,5 ft
17,8 ft
62 cf
Peak Req'd Storage = 22 cf
Peak Design flow rate =
0.05 cfs
6.40 inlhr
0.1000 in/hr
. , 0.0001 cfs
0.0000 cfs
0.0001 cfs
,"";, .,;,';.,'-'~.~". '-~~,:, .,.',;, ,-.. -.;..'...
< avg SCS
< avg scs/4
<based on.avg, infiltration area
drawdown time = , 43 hr
!i4 &tI:.> e~
Date Received:
JUL - 8 2009
Original Submittal
.'
AFIY A APARTMENTS
DEVELOPED CONDITION (100'year wiNo infiltration)
Rain Garden
INew Parking Area I only (incL adjacent sidewalk & rain garderi) Ivg infiltration area = 62,3 sf area at 1/2 design depth
total area = 2,603 0,06 (acres) peak design area = 96.5 'sf
pervious area = 178 0,00 Deak design depth = ,0,5 ft
impervious area = 2,425 0,06 Design storage at avg area & depth listed = ~ 31 cf
Pervious CN = 86 S ~ 1.6279 I O,2S ~ 0.3256 Peak Req'd Storage = 27 cf
Impervious CN = 98 S,~ 0,2041 O,2S ~ 0,0408
drawdown time = 26
total depth rain
P'~ 5,2 (inches) SCS permeabili~ rate := 0.40 inlhr . < avg SCS
dt~ 10 (min) Design SoilPermcality Rate = 0,00 in/hr <no infiltration used'
Tc'; 5 (min) w= 0,5 percolation rate == 0,0000 cfs <no infiltration IIsed
File No: 4038 D1 OO,yrB,qpw ' bypass rate ~ 0.0200 cfs < pre-developed rate 2-year
7,06-09, MJK maX oiItflow rate = 0.0200 efs
24-Hour SCS Type IA Design' Storm - 100 Year PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall locre. Rainfall Accum. Accum. Increm, Accum; lncrem. Total Instant Runoff Rcq'~ Stor'g ReC:j'd Stor'g'
Time distr, Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff flowrate flowrate Vol In - perc VolIn - perc
(min) dis!r._~~s) (inches) (inches}; (inches) (inches) (inches) linches)~ (cfs) (cfs) _ _.leI) (cl)_
0- 0 0 0 0 0 0 0 o 0 0 0 0 0
10 0.40% 0.40% 0,021 0,021 0,000 0,000 0,000 0,000' 0,000 0,00 0,00 0,00 0
20 0.40% 0,80% 0,021 0,042 0,000 0,000 0,000 0,000 0,000 0,00 0,00 ,0,00 0
30 0.40% 1.20% 0,021 0,062 0,000 0,000 0,002 0,002 0,002 0,00 , 0,00 0,00 0
40 0.40% ,1.60% 0,021 0,083 0,000 0,000 0,007 0,005 0,005 0,00 0,00 0,00 0
50 0.40% 2,00% 0,021 0,104 0,000 0,000 0,015 0,008 0,007 0,00 0,00 0,00 0
60 0.40% 2,40% 0,021 0,125 0,000 0,000 0,024 0,010 0,009 0,00 0,00 0,00 0
70 0.40% 2.80% 0,021 0,146 ' 0,000 0,000 0,036 0,011 0,010 0,00 0,00 0,00 0
80 0.40% 3,ZO% 0,021 0,166 0,000 0,000 0,048 0,012 0,011 0,00 p,OO 0,00 0
90 0.40% 3:60% 0,021 0,187 0,000 ' 0,000 0,061 0,013 0,012 0,00 0,00 0,00 0
100 0.40% 4;00% 0,021 0,208 0,000 0,000 0,075 0,014 ' 0,013 0,00 0,00 0,00 0
'110 0,50% 4;50% 0,026 0,234, 0,000 0,000 0,094 0,019 0,017 0:01 0,00 0,00 0
120 0.50% 5,00% 0,026 0,260 . 0,000 0,000 0,114 0,020 0,018 0,01 0,00 0,00 0
130 0.50% 5.50% 0,026 ' 0,286 0,000 0,000 0,134 0,020 0,019 0,01 0,00 0,00 0
140 0,50% 6,00% 0,026 0,312 0,000 0,000 .0,155 0,021 0,019 O,(J1 0.00 0,00 0
150 0,50% 6.50% 0,026 0,338 0,000 0,000 0,176 0,021 0,020 0,01 0,00 0,00 0
160 0.50% 7,00% 0,026 0.364 0,001 0,001 0,198 0,022 0,020 0,01 0,00 0,00 0
170 '0,60% 7,60% 0,031 0,395 0,003 0,002 0,225 0,027 0,025 0,01 ' 0,00 0,00.' 0
180 0,60% 8,20% 0,031 0.426 ,0,006 0,003 0,252 0,027 0,026 0,01 0,00 0,00 0
190 0.60% , 8,80%: 0,031 0.458 0,010 0,004 0.280 0,028 0,026 om 0,00 0,00 0
200 0,60% 9.40% 0,031 0.489 0,015 0,005 0,308 0,028 ' 0,026 0,01 0,00 ' 0,00 0
210 0,60% 1000% 0,031 0,520 0,021 0,006 0,336 0,028 0,027 . 0,01 0,00 0,00 ------' 0
220 0.60%' 10,60% 0,031 O,55t 0,027 0,007 0,365 ' 0,029 0,027 0,01 0,00 . 0,00 0
230 0.70% 11.30% 0,036 0.588 0,036 0,009 0.398 0,034 0,032 0,01 0,01 0,00 0
240 0,70% '12,00% 0,036 0,624 0,046 0,010 0.432 0,034 0,032 0,01 0,01 0,00 0
250, 0:70% 12,70% 0.036 0,660 0,057 0,011 0.466 0,034 0,032 0,01 ' om . 0,00 0
260 0,70% 13.40% 0,036 0,697 0,069 0,012 0,500 0,034 0,033 0,01' 0:01, 0,00 '0
270 0.70%, 14,10% 0,036 0,733, 0,082 0,013 0,535 0,034 0,033 0,01 0,01 0,00 0
2&0 0,70% 14.80% "0"03,, . ,07.70 0,1)25 0,011, O,~.69 0,035 0,033 O,ql 0,01 0,00 0
290 0,82% '15.62% 0,043 0,812 0,112 0,017 0,610 0,041 0,039 0,01 .0,01' 0,00 0
300 ,0,82% 16.44% 0,043 0,855 0,130 0018 0,651 0,041 0,039 0,01 0,01 0,00 0
310 0.82% 17.26% 0,043 .' 0,898 0,149 0',019 0,692, 0,041 0,039 0,01 0,0' 0,00 0
320 ' 0,82% '18,08% 0,043 0,940 0,168 0,020 0,733 0,041 0,040 0,01 0,01 ' 0,00 0
330 0,82% ,18,90% 0,043 0,983 0,189 0,021 0,774 0,041 0,040 0,01 om 0,00 0,
340 0.82% 19,72% ' 0,043 1.025 0.210 0,021 0,816 0,041 0,040 0,01 ' 0,01 0,00 0
350 0.95% 20,67% 0,049 1.075 . 0,236 ' 0,026 0,864 0,048 0,046 0,02 0,01 0,00 0
360 0,95% ,21.62% 0,049 1.124 0.263 0,027' 0,912 0,048 0,047 0,02 0,01 0,00 0
370 0.95% 22,57% 0,049 1.174 0.290 0,028 0,960 0,048 0,047 0,02. 0,01 0,00 0
380 0.95% 23,52% 0,049 1.223 0.319 0,028 1.008 0,048 0,047 0,02 O~ :lte R~~eived:O
390 0,95% 24,47% 0,049 1.272 ,0.348 0,029 1.057 0,048 0,047 0,02 ,0,01 0,00 0
400 0.95% 25A2% 0,049 1.322 0,378 0,030 1.1.05 0,048 0,047' 0,02 0,01 0,00 0
410 1.34% 26,76% 0,070 1.392 0.422 ' 0,044 1.173 0,068 0,067 0,02 0,01 JUL e:DD 2009 0
420 1.34% 28,10% 0,070 1.461. 0.467 0,045 1.242 0,069 0,067 0,02 0,01 0,00 0
430 134% 29.44% 0,070 ' ,1.531 0,513 0,046 1.311 ,0,069 0,067 0,020 . O~I S b O'W I 0
rlgl a, u ml U
. Time
(min)
24-HoUr SCS Type IA Design Storm, 1.0.0 Year
Rainfall inere. 'Rainfall Aecum.
distr. . ,'Rainfall :Increment, Rainfall
distr, (inches) ,(inches)
44.0
45.0
46.0
47q
48.0
49.0
5.0.0
51.0
52.0
53.0
54.0
55.0
56.0
57.0
58.0
59.0
6.0.0
610
62.0
63.0
64.0
65.0
, 66.0
67.0 ,
68.0
69.0 ,
7.0.0
710
72.0
73.0
, 74.0
75.0
76.0
77.0
78.0'
79.0
8.0.0
810
82.0
83.0
84.0
85.0
86.0
, 87.0
, 88.0
89.0,
9.0.0
910
92.0
93.0
94.0
95.0
96.0
97.0
98.0
99.0
10.0.0
1.010
1.02.0
1.03.0
104.0
1.05.0
1.80% 31.24%
1.80% 33,04~
3.40% 36.44%
5.40% 41.84%
2,70% 44.54%
Ui.o% 46.34%
1.34% 47,68%
-1.34% 49,02%
1,34% 50.36%
0,88% 51.24%
,0.88% 52.12%
0;88% ~3,OO%
.0,88%' 53,88%
0,88% 54,76%
0.88% 55.64%
.0,88% 56,52%
0.88% 57.40%
,0,88% . 58.28%
0.88% 59,16%
.0,88% 6.0,04%
0.88% 60,92%
0,72% 61.64%
.0,72% 62.36%
.0,72%' 63..08%
0.72% 63,80%
0,72% 64,52%
0,72% 65,24%
0.72% 65.96%
0,72% 66,68%
0.72% ' 67_,40%
0.72% 68.12%
0.72% 68.84%
.0,72%69,56%
,.0,57% 7.0,13%
0.57% 70,70%
. 0.57% 71.27%
0,57% 71.84%
0.51% 72.41 %
:6.57% 72,98%
0.57% 73,55%
0,57% 74,12%
-' ,0.57% 74.69%
0.57% ,75,26%'
057% 75;83%
0,57% 76.40%
,.0,5.0% 76,9.0%
0,50% 77.40%
.0.5.0% 77.9.0%
0.50% 78.40%
.0,5.0% 78,9.0%
.0,5.0%' 79.4.0%,
.0,5.0% 79,9.0%'
.0,5.0% 8.0.4.0%"
0,50% 80,90%
0.50% 81.40%
'0.50% 81.90%
0,50%, 82,40%
.0.4.0% 82,8.0%"
.0.4.0% 83.2.0%
O.4Q<}-o 83;60%
.0,4.0% 84,.0.0%
.0.4.0% 84.4.0%
.0,.094
.0,.094
.0,177
.0,281
.0,14.0
.0,.094
.0,.07.0
.0,.07.0
.0,.07.0
.0,.046
0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,037
.0,.037
'.0,037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.03.0
, .0,.03.0
, .0,.03.0
.0,.03.0
.0,.03.0
.0,03.0
.0,.03.0
.0,.03.0
6,.03.0
0,.03.0 .
.0,.03.0
.0,.03.0
.0,.026 '
.0,.026
.o~.o26
.0,.026
.0,.026 '
.0,.026
.0,.026
.0,.026
.0,.026
.0,.026
.0,.026
.0,.026
.0,.021 '
.0,.021
.0,.021
.0,.021
.0,.021
1.624
.1,718
1.895
2,176
2.316
2.410
2.479
2,549
2,619
2,664
2,710
2,756'
2,8.02
2,848
2,893
2,939
2,985
3,.031
3,.076
3,122
3,168
3,2.05
3,243
3,28.0
3.318
3,355
3392
3043.0
3.467
3.505
3.542
3,58.0
3,6]7
30647
3,676
, 3,7.06
3,736
3,765
3,795
3,825
3,854
3,884
3,914
3,943
3,973
, 3,999
4,.025
4,.051
4,.077
4,1.03
,.4,129'
4,155
4,181,
4.2.07
4,233
4,259
4.285
4.3.06
4.326
4.347
4.368
4.389
PERVIOUS
Accum,
Runoff
(inches)
.0.576
.0,642
.0,77.0
.0,984
1..095
1.17.0
1.227
1.284
1.341
1.379
1.417
1.456
1.494
1.533 '
1.571
1.610
1.649
1.689
1.728
1.768
1.8.07
1.84.0
1.872
1.9.05
1.938
1.971
2,.0.03
2,.036
2,.069 '
2,1.03
2,136
2,169
2,2.02
2,229
2,255
2.282
2,3.08
2,335
2,361
2.388
2.415
2.441
2.468
2.495
2.522
.2,~4~
2,569
2,592
2,616
2,64.0 ,
2,663
2,687
2,711
2,734
2,758
2,782
2,8.06
2,825
2,844
2,863
2,882
2,9.01
Increm,
Runoff
(inches)
IMPERVIOUS
Accum. !ncrem.
Runoff Runoff
(inches) (inches)
.0,.064
.0,.066
.0,128
.0.214
.0,111
.0,.075
.0,.057
.0,.057
.0,.057
.0,.038
.0,.038
0,.038
.0,038
.0,.039
.0,.039
.0,.039
.0,.039
.0,.039
.0,039
.0,.04.0
.0,.04.0
.0,.033
, .0,033
.0,.033
.0,033
.0,.033
.0,.033
.0,.033
.0,.033
, .0,.033
.0,.033
.0,.033
.0,.033
.0,.026
.0,.026
.0,.026
.0,.027
.0,.027
.0,.027
,.0,.027
.0,.027
.0,.027
.0,.027 .
, .0,.027
.0,.027
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.024
.0,.0]9
.0,.019
.0,.019
.0,.019
.0,.019
1.4.03
1.495
1.67.0
1.949
2,.088
2,181
2,25.0
2,319
2.389
2.434
2.48.0 ,
2.525
2,571
2,616
2,662 '
2,7.08
2,753
2,799
2,844
2,89.0,
2,935
2,973
3,.010
3,047
3,.085
3,122
3,159
3,197
3,234
3,271
3.3.09
3.346
3383
3.413
3.442
3.472 '
3.5.01
3,53J:
3,561
3,590
3,62.0 '
3,649
3,679
3,7.08
3,738
3761
3,79.0
3.816
3,842
3,868
3,894
3.92.0 ,
3,945
3,971
3,997
4,.023
4,.049
4,.07.0,
4,.091
4,112
4,132
4,153
.0,.092
.0,.092
.0,175
.0,278
.0,139
.0,.093
.0,.069
.0,.069
.0,.069
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.046
.0,.037
.0,.037
.0,.037
.0,037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.037
.0,.03.0
'.0,.03.0
.0,.03.0
.0,.03.0 ,
6,.03.0
, .0,.03.0
.0,.03.0 ,
.0,.03.0
.0,.03.0
.0,.03.0
.0,.030 '
.0,.03.0
,.0.926
.0,.026
.0,.026
.0:.026
.0,.026
.0,.026
, .0,.026
.0,.026
.0,.026
.0,.026
.0,.026
.0,.026
.0,.021
.0,.021
.0,.021
.0,.071
, .0,.021
, lncremehtal CUllmhitive
Totil Instant Desigri. Req'd Stor'g Req'd Stor'g
Runoff._.f1owrate.., flo_wrate: VolIn:. pere Vol,In~perc
(inches) (cfs) ,(cfs) (cD (cf)'
.0,.09.0 ,
.0,.091
.0,172
.0,274
.0,137
.0,.092
.0,.068
.0,.068
.0,068
.0,.045
.0,.045
.0,.045
.0,.045
.0,.045
.0,.045
.0,045
.0,.045
.0,.045
.0,.045
.0,.045
. .0,.045
.0,.037
.0,037
, .0,.037
.0,037
.0:.037
.0,.037
.0,.037
.o,C137
.0,.037
.0,.037
.0,037
.0,.037
.0,.029
.0,.029 '
.0,.029
.0,029
.0,.029
.0,.029
.0,.029
.0,.029
.0,.029
.0,.029
.0.'.029
.0,.029
~.o,.o.6
.0,.026
',0,.026
.0,.026
.0,.026
.0,.026'
.0,.026
.0,.026
'.0',.026
, .0,.026
.0,.026
.0,.026
.0,.021
.0,.021
.0,.021
'.0,.021
..0,021
.0,.02 ' .0,.0.0' .0
.0,.02 .0,.0.0 .0
.0,.03 6,62 7
0,.05 17.71 24
.0,.02 2,91 27
.0,.02 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.0 I .0,.0.0 27
:.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,00 27
.0,.0 I 0,.0.0 , 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.om .0,.0.0 27
.0,.01 .0,.06 27
.0,.01 .0,.0.0 27
.0,.0 I .0,.0.0' 27
.0,.01 ' .0,.0.0 27
,.0,.01 .0,.0.0 27
.0,.0 I .0,.0.0 27
.0,.0 I .0,.0.0 I 27
. .0,.01 ',.0,.0.0 , 27
'.0,.01 .0,.0.0 27
.0,.0 I .0,.0.0 , 27
.om .0,6.0 27
.0,.0] .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 27
.0,.01 .0,.0.0 , 27
.0,.0 I .0,.0.0; 27
.0,.01 .0,.0.0' 27
.om ' .0,.0.0 27
.om .0,.0.0' 27
.0,.0: .0,.0.0 27
.0,.0' .0,.0.0 27
.0,.0: I' .0,.0.0 27
.o,.o~ I .0,.0.01 27
.0,.0: I .0,.06 27 '
,~.~~I ,~~~ --~;
.o,.oC .0,.0.0 27
.o,.oC I .0,.0.0 27
, .o,.oC i .0,.0.0 27
.o,.oC' .0,.0.0 , 27
.0,.0.0 1 .0,.0.0 27
.0,.0.0 .0,.0.0 27
.0,.0.0 .0,.0.0 27
.o.oD late ~ :eived"
.o,.o~ '0'00 _7
.0,.0.0 .0,.0.0 27
.0.0.0 JUl.o.o 2009 27
.0,.01 .0,.0.0 .0,.0.0 27
.0,.01 .0,.0.0 .0,.0.0 27
.0,.01 Oria:ll1-i II Subo:ri al ??
.0,.01 '.0,.0.0 .0,.0.0 27
.0,.0 I .0,.0.0 .0,.0.0 27
.0,.03
.0,03
.0,.06
.0,10
.0,.05
.o.Q3
.0,.02
.0,.02
.0,.02
.0,.02
.0,02
.0,.02
.0,.02
.0,.02
.0,.02
.0,.02
.0,.02
.0,.02
.0,.02
.0,.02
, .0,.02
..0,.01'
.0,.01
.0,.01
.0,.01
.0,.01
.0,.01
.0,.01
.om
.0,.01
0,.01
.om
.0,.01
.0,.01
.0,.01
.0,.01
,.om
.0,.01
.0,.01
.0,.01
.0,.01
.0,.01
.om
.om
, .0,.01
.0,.0)
.om
0,.01
.0,.01
.0,.01
.0,.01
.0,.01
.0:.01
.0,.01
.0,.01
.0,.01
.0'.01
,24,Hour SCSType lA Design Storm -lOOYe"" , PERVlOUS.. . IMPER.VIOUS, ,~..__ , - .'~~,..."'~.'" ., Increlpclltal Cum,utatiye.. ."",,,_.,__
Rainfall lncre, Rainfall Accum. Accum. !nerem, Accum. lncrem, Tntal lnstant Desigri. Req'd Stor'g Req'd Stor'g
Time distr, Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff , flowrate flowrate Vol In - pere Vol In - peTe
(min) distr. _(inches) (inches) (inches) (inches) (inc!l~~) " (inches) (in~hes) (cfs; (cfs) , (cf) (cf)
1060 0.40% 84,80% 0,021 4.410 2,920 0,019 4,174 0,021 0,021 O.oJ 0,00 0,00 27
1070 0.40% 8520% 0,021 , 4.430 2,939 0,019 4,195 0,021 0,021 O.oJ 0,00 0,00 27
1080' 0.40% 85,60% 0,021 4.451 2,958 0,019 4,215 0,021 0,021 0,01 0,00 0,00 27
1090 0.40% 86,00% 0,021 4.472 2,977 0,019 4,236 0,021 (),021 O.oJ 0,00 0,00 27
1100 0.40% 86.40%' 0,021 4,493 2,997 0,019 , 4.257 0,021 0,021 0,01 0,00 0,00 27
1 I 10 0.40% 86,80% 0,021 4.514 3,016 0,019 4,278 0,021 0,021 0,01 0,00 0,00 27
1120 0.40% 87,20% 0,021 4.534 3,035 O,()19 4,298 0,021 0,021 ' 0,01 0,00 0,00 27
1130 0.40% 87,60% 0,021 4,555 ' 3,054 0,019 4.319 0,021' 0,021 0,01 0,00 0,00 27
1140 0.40% 88,00% 0,021 4,576 3,073 0,019 4.340 0,021 0,021 0,01 0,00 0,00 27
1150 0.40% 88.40% 0,021 4,597 3,093 '0,019 4.361 0,021 0,021 0,01 0,00 0,00 27
1160 .0.40% 88,80% ' 0,021 4,618 3,112 0,019 4.381 0,021 0,021 ,0,01 '0,00 ,0,00 27
1170 ,0.40% 89,20% 0,021 4,638 3,131 0,019 4.402 0,021 0,021 0,01 0,00 0,00 27
1180 0.40% 89,60% 0,021 40659 3,150 0,019 4,423 0,021 0,021 0,01 0,00 0,00 27,
, 1190 -,0.40% 90,00% 0,021 .4,680 3,169 0,019 4.444 0,021 0,021 0,01 0,00 . 0,00 27
1200 0.40% 90.40% 0,021 4,701 3,189 0,019 4.464 0,021 0,021 0,01 0,00 0,00 27
1210 0.40010 90,80% 0,021 4,722, .3,208 0,019 4,485 0,021 0,021 ' 0,01 0,00 O,()O . 27
1220 0.40% 91.20% 0,02' 4,742 3,227 0,019 4.506 0,021 a 021 0,01 0,00 0,00 27
1230 0.40%' 91.60% 0,021 4,763 3,247 0,019 4,527 . 0,021 0,021 0,01 . 0,00 0,00 27
1240 0.40% 92,00% 0,021 4,784 3,266 '().oJ9 4,548 0,021 0,021 0,01 0,00 0,00 27
, 1250 0:40% 92.40% 0,021 4,805 3,285 0,019 4.568 0,021 0,021 0,01 0,00 0,00 27
1260 0.40% '92,80% 0,021 4,826' 3,305 0,019 4,589 0,021 0,021 0,01 0,00 0,00 27
1270 0.40% 93,20% 0,021 40846 3,324 0,019 4,610 0,021 0,021 0,01 0,00 0,00 27
1280 ' 0.40% 93,60% 0,021 4,867 3,343. 0,019 4,631 0,021 0,021 0,01 0,00 0,00 27
1290 0.40% 94,00% 0,021 4,888 3,363 0,019 4,651 0,021 0,021 0,01 0,00 0,00 ,27
1300 0.40% 94.40% 0,021 4,909 3,382 0,019 4,672 O,()21 o,02i 0,01 0,00 0,00 27
1310 0.40% 94,80% 0,021 4,930 3.401 0,019 4,693 0,021 0,021 .0,()1 0,00 0,00 27
1320 0.40% 95,20%, 0,021 4,950 3.421 0,019 4,714 0,021 0,021 0,01 '0,00 0,00 27
1330 0.40% 95,60% --0,021 4,971 3.440 0,019 4,734 (),021 0,021 0,01 0,00 0,00 27
1340 0.40% 96,00% 0,021 4:992 3.460 0,019 4,755 0,021 0,021 ' 0,01 0,00 0,00 27
1350 0.40% 96,40% 0,021 5,013 3.479 0,019 4,776 0,021 0,021 0,01 0,00 0,00 27
1360 0.40% 96.80% 0,021 5,034 3.498 0,019 4,797 0,021 0,021 , (),Ol 0,00 0,00 27
1370 0.40% 97,20% 0,021 5,054 3,518 0,019 4,817 0,021 0,021 0,01 0,00 o,oq 27
1380 0.40% 97,60% 0,021 5,075 3,537 0,019 4,838 0,021 0,021 0,01 ' 0,00 0,00 27
1390 0.40% 98,00% 0,021 5,096 , 3.557 0,019 4,859 0,021 0,021 ,0,01 . 0,00 0,00 27
'1400 0.40% 98.40% 0:021 5.1 ].7 3,576 0,019 4,880 0,021 . 0,021 0,01 0,00 0,00 27
1410 ,0.40% 98,80% 0,021 5,138 3.596 0,019 4,901 0,021 0,021 O.oJ 0,00 0,00 ,27 -
, 1420' 0.40% 99.20% 0,021 5,158 3,615 0,019 4,921 ' 0,021 0,021 0,01. 0,00 0,00 27
1430 0.40% 99,6'0% 0,021 5.1'79 3,635 0,019 4,942 ,0,021 0,021 0,01 ()OO 0.00 27
1440 0.40% 100.0% 0,021 5.200 3,654 0,019 4,963 o,02i 0,021 O.oJ 0,00 0,00 27
Date Received:
JUL - 8 2009
Original Submittal
'"
," ,'~, - .,-' "DRAWDOWN CHECKiav!!infiltration area).
avgdepth =
side, slope =
0.250 ft
, 3,0 :1
SC:S av~ permeabilitY rate =
Design Soil Permeality Rate = ,
percolation rate =
, bypass rate =
niax outfIirw rate '=
/6 t:J ~ Yif? .
Rain Garde'n
avg width=
avg length =.
avg infiltration area =
Peak Req'dBtorage =
Peak Design flowrate =
0,__" ~.;..".-___.._."._.~.__. __ _" -.0,
3,5 ft ~
17,8 ft
62 cf
27Cf
0.05 cfs
<: avg SCS
< avg scs/2 .
< basedori avg. .infiltration area
. 0.40 inlhr
0,2000 in/hr,
0.0003 cfs
O:OOOO.cfs
.0.0003 cfs
drawdown time = 26hr
Y1- <;C<) :(!Ovk
,
->-',',,- .-........- -
Date Received:
'<
JUL - 8 2009
Original Submittal
:-, .
Existing 2,year, SCS Type) A 24 hour Storm
, AFIY A APARTMENTS
EXISTING CONDmON
., 24-Hour SCS Type 1A Design Storin - 2 Year
INew Parking Area 1 only (inc!. adjacent sidewalk& rain garden)
total area =' 2,603 0,06 (acres) File No: 4038 U2,QPW
pervious area =, 178 0,00 (acres) , 7-06"09, MJK'
impervious area = 2,425 0,06 (acres)
..., .. ... -"'~ ... ;., ,"", , ., ~ "'~'" -..'.....- .".~.. '. ~ .. h. . '_,~,.~..,-... . .'~' '" '.", .,
Existing 2,year, SCS Type I A 24 hour Storm
PERVIOUS fMPERVIOUS
Rainfall [nere, Rainfall Aeeum. Aeeum, Inere, Aeeum, Inere, ' Total Instant Design
Time distr. Rainfall [nere, Rainfall Runoff Runoff Runoff Runoff Runoff flowrate ,flowrate
(min) distr, (in) (in) (in) (in), (in) (in) (in) , (efs) (cfs)
-------------,---,-
280 0,70% 14,80% 0,023 0.488 0,015 0,004 0,307 0,021 0,020 0,01 .0,00
290 0,80% 15,60% 0,026 ,0,515 0,020 0,005 0.331 0,024 0,023 0,01 0,00
300 0.80% 16.40% 0,026 0,541 0,025 ' 0.006 0,355 0,024 0,023 0,01 . 0,00
310 '0,80% 17.20% 0,026 0,568 0,031 0,006 0.380 0,024 0,023 0,01 0.00
320 . 0,80% 18,00%' 0,026 0,594 0,038 0,007 0.404 0,024 0,023 0,01 0,00
330 0,80% 18,80% 0,026 0,620 b,045 0,007 0.429 0,025 0,023 ' . 0,01 0,00
340 0,80% 19,60% . 0,026 0,647 0,053 0,008 0.453 0,025 0,024 0,01 0,00
350 1.00% 20,60% 0,033 .0.680 0.063 0,010 0.484 0,031 0.030. 0,01 0,00
360 1. 00% 21.60% 0,033 0,713 0,074 0,011 0,515 0,031 0.030 0,01 0,00
370 1. 00% 22,60% 0,033 0,746 . 0,086 0,012 0.547 0,031 0,030 0,01 0,00
380 . 1. 00% 23,60% 0,033 0,779 0,099 0,012 0,578 ' 0,031 0,030 0,01 0,00
390 1. 00% 24,60% 0,033 0,812 0,112 0,013 ' 0,610 0,032 0,030 0,01 0,00
400 1.00% 25,60% 0,033 0,845 0,126 0,014 0,641 0,032 0,030 0,01 0,00
410 1.30% 26.90% 0,043 0,888 ,0,144 0.019 0,682 0,041 0,040 0,01 0,00,
420 1.30% 28.20% 0,043 0,931 0,164 0:020 0,724 0,0'41 0,040 0,01 0,00
430 1.30% 29.50% 0,043 0,974 0.184 0:021 0.765 0,041 0,040 0,01 0,00
440 1. 80% 31.30% 0.059 1.033 0.214 0,030 0,823 '0,058 0,056 0,02 ,0,01
450 1.80% 33,10% .0,059 1.092 0.245 0.031 0,881 0,058 0,056 0,02 0,01
460 3.40% 36,50% 0,112 1.205 0.308 0,063 0,990 . O,J09 0,106 0,04 0,01
470 5.40% 41.90% 0,178 . 1.383 0.416 0,108 1.165 0,175 0,170 0,06 0,02
480 2,70% 44,60% 0,089 1.472 0.474 0,057 1.252 0,088 0,086 0,03 0,01
490 1.80% 46.40% 0,059 1.531 0,513 0,039 1.311 0,059 0,057 .' 0,02 0,01
500 1.30% 47,70% 0,043 1.574 0,542 0,029 1.353 0,042 0,041 om 0,00
510 1,30% . 49,00% 0,043 . 1.617 0,571 0,029 1.395 . 0,042 0,041 0,01 0,00
520 1,30% 50.30% 0,043 1. 660 0,601' 0,030 . 1.438 0,042 0.041. 0,01. .0,00
530 0,90% 51.20% 0,030 1.690 .0,622 0,021 1.467 0,029 ,0,029 0,01 0,00
540 0,90% 52,10% 0,030 1.719 0.643 0,021 1.497 0,029 0,029 0,01 0,00
550 0.90% 53. 00% 0,030 1.749 0,664, O,02J 1,526 .0,029 0,029 0,01 0,00
560 0,90% 53,90% 0,030 1.779 ,0,685 0.021 '1,555 0,029, 0,029 0,01 0,00
570 0,90% 54,80% 0,030 1.808 0,707 0,021 1,585 0,029 0,029'. om '0,00
580 0,90% 55,70% 0,030 1.838 0.728 0,022 1.6J4 . 0,029 0.029 0,01 0,00
590' 0:90%.'56,60% 0,030 1:868 . 0,750 0,022 ,1,643 0,029 ' ,0,029 ,0'01. 0,00
600 0,90% 57,50% 0,030 1. 898 0,772 0,022 1.673 0,029 0,029 0,01 0,06
610 0.90% 58.40% 0,030 1.927 0,794 0,022 1.702 0,029 0,029 ' 0,01 0,00
620 '0,90% 59,30% 0,030 1,957 0,817 0,022 1.732 0,029 0,029 0,01 0,00
630 0,90% 60.20% 00030 1.987 0,839 ,0,022 1.761 0.029 ,0,029 0,01 6,00
640 '0:90% 61.10% 0,030 2,016 O,86J 0,022 ' 1.791 0,029 0,029 0,01 0,00
650 0,70% 61.80% 0,023 2,039 0,879 0,018 1.813 0,023 0.023 O,Ob 0,00'
660 0,70% 62.50% 0.023 2.063 0,897 Om8 1.836 0.023 0,023 0,01 atEe,/jOeceived:
670 0,70% 63,20% 0:023' 2,086 0,914 0,018 1,859 0,023 0023 0,01 0,00 .
'.680 0,70% 63.90% 0,023 2.109 0,932 0,018 1.882 . 0,023 0,023 0,01 JUloG-8 2009
690 0.70% 64,60% 0,023 2,132 0,950 0,018 1.905 0,023 0,023 0,01 '0,00
700 . 0.70% 65.30% 0,023 2.155 0,968 0,018 1.928 0,023 0,023 O~'~ihal Stli5l9littal
710 0.70% 66:00%' 0,023. ,2,178 0,986 0,018 1.951 0.023 0,023 0, I. 0,00
,- 6.00
720 0,70% 66,70% 0:023 2,201. 1. 004 0,018 1.974 0,023 0,023 0,01
Date Received:
JUL - 8 2009
Original Submitt"I
8" PUBLIC STORM MAIN CAPACITY CHECK'
(2-year - new parking area + existing
Alley & adjacent development at'
1100 Main Street)
.).
Date Received:
JUL - 8 2009
Original Submittal
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POAGE ENGINEERING
& SURVEYING, INC.
P.O, Box 2527. Eugene, OR 97402-0152
(990 Obie, Street)' .
(541) 485-4505 . FAX (54 II 485,5624
PROJECT /!A',!"""
BY mfrL
JOB NO, _<to.1 f5
DATE
7/?/o1
, "
PAGE
-7
OF
[,
. - .. .........~..~
'- ' i. ' ,~'
, . " ' ~' .
24-Hour SCS Type:1ADesign Storm, 2 Year PERVIOUS IMPERVIOUS'
Rainfall Inere, Rainfall Accum; Accum, ,Incre, Accum, Inere, Total ,.Instant Design
Time distr, Rainfal1' Inere, Rainfall, Runoff Runoff Runoff Runoff Runoff 'f1owrate flowrate
(min) distr. (in) _..:..Jirit (in) .JinL . (in) .(irl)_ (in) (cfs) (cf~L ' ,
- '-,,"'--'-~-'--~-- ~...---'-...-~.,.., ---.,.
460 3.40% 36.44% 0,112 1,203 0,307 0,063 0,988 0.109 0,109 0.36 '0.24
470 5.40% 41,84% 0,178 1,381 '0.415 O,1(i8 1.163 '0,175 0,174 0,57 0,39
480 2,70% -44,54% 0,089 1.470 0.472 ' 0,057 1,250 0,088 0,087 0.29 0.42
490 1,80% 46,34% 0,059 1,529 ' 0,512 0,039 1,309 0,059 0,058 0,19 0,30
500 1,34% 47,68% 0,044 1,573 0,541 0,030 1,353 0,044 0,043 0,14 0.21
510 1,34% 49,02% 0,044 1.618 0,572 0,030 1,396 0,044 0,044 0,14 0,17
520 1,34% 50.36% 0,044' 1.662 0,602 0,031 1.440 0,044 0,044 0,14 0,15
530 0,88% 51.24% 0,029 1.691 0,623 0,020 1.468 0,029 0,029 0,09 0,13
540 0,88% 52.12% 0029 1.720 0:643 0,021 1.497 6029 0.029 0,09 0,11
550 0.88% 53,00% 0,029 1,749 0,664 0,021 1.526 0,029 0,029 0,09 0,10
560 0.88% 53,88% 0,029 1.778, 0,685 0,021 1,555 0,029 0,029 0.09 0.10 .
570 0.88% 54,76% 0.029, 1,807 0,706 0,021 1,583 0,029 0,029 0,09 0,09
580 0,88% ' 55,640'/0 0,029 1,836 0,727 0,021 1,612 0,029 0,029 0,09 0,09
590 . '0:88% ,56.52% 0,029 1,865 0,748 0,021 1.641 0,029 0:029 0,09 0,09
600 0,88% 57.40% 0,029 1,894 0,770 0.021 1,670 '0,029 0,029 0:09 0,09
610 0,88% 58.28% 0,029 1,923 0.791 0,022 1,698 0,029 0,029. 0,09 0,09
620 0,88% ,'59,16% 0.029 1.952 0813 0022 1,727 0,029 0,029 0.09 0,09
630 0,88% 60,04% 0,029 1,981 0,835 0-,022 1,756 0,029 0,029 0,09 0,09
640 .0,88% 60.92O/~ 6029 2,010 ,0,857 0,022 1,785 6029 0,029 0,09 0,09
650 '",0.72% :' 61:64% 0.024 2,034 0,875 0,018 1,808 0,024 0,024 0,08 ,0,09
660 O,72%' , 62.36% 0,024 2,058 0,893 0,018 1,832 0,024 0,024 .0,08, 0,08
6~0 0,72% .- 63,08% 0,024 2,082 0,911 0,018 1,855 0,024 0,024 0,08 0,08
680 0,72% ' 93.80% 0.024 2,105 0.930 0,018 1,879 0,024 0,024 0,08 0,08
690 0.72% 64,52% 0024 2,129 '0,946 0,018 1,902 0,024 0,024 ' 0,08 0,08
700 0,72% 65:24% . 0,024 2,1'53 0,966 0,018 1,926 0,024 0,024 '0,08 0,08
710 ' 0,72% 65,96% 0,024 2,177 0,985 0,019 . 1,950 0,024 0.024 0,08 0,08
720 0,72% 66,68% 0,024 2.200 1,004 0,019 1,973 0,024 0,024 0,08" 0,08
730 Q,7ZC>fo ,67.40% 0,024 2,224 1,022 0,019 1,997 0,024 '0,024 '0,08 0,08 ,
740 0,72% ' 68,12% '0024 2,248 1,041 0,019 2.020 0,024 0,024 0,08 0,08
750 072% 68,84% 0:024 2,272 1,060 0,019 ' 2,044 0,024 0,024 0,08 0,08
760 O,72O/~ 69,56% 0,024, 2.295 1,079 0,019 2,068 0,024 0:024 0,08 , 0,08
770 0.57% 70,13%' 0,019 2,314 1,094 0,015 2,086 0,019 ,0,019 0,06, 0,07-
780 0;57% 70,70% 0,019 2,333 1,109 ' 0,015 2,105 0,019 0.019 0,06 0,06
790 .0,,57% -71.27% 0,019 2,352 1,124 0,015 2,124 0,01'9 0,0)9 006 0,06
800 0,57% 71,84% 0,019 2,371 1,139 0,015 2,142, 0,019 '0,019 '0,06 , '0,06
610 0,57% 72.41% 0.'019 2,390 1,154 0:015 '2,161 0,019 '0,019 0,06 0,06
820 0,570/0. 72.98% 0,019 2.408 1 169 0,015 2,180.. 0,019 0:019 0,06 ' 0,06
830, ' 0.57% 73.55% ., 0,019 2.427 1,184 0,015 2,196 ' 0,019 0,019 0,06 0,06
640 0,57% 74..12% .0,019. 2.446 1,199 0,015 2.217 0,019 0,019 ,0,06 ' 0,06
850 0,57% 74,~9% 0.019, ' 2.465 1.215 '0015 : 2.236 ,0,019 0,019' 6,06 0,06
860 0.57% 75.26%:i." , 0,019 2.484 1.230 '0,015 2.254 0,019 0,019 0,06 0,06,
870 0,57% 75,83% 0019 2,502 1.245 0,015 2,273 .0,0.19 0,019 0,06 ' .0,06
880 0,57% . 76.40% ' 0,019 __ 2,521 1.261 0,015 2:292 0,019 0',019 0,06,' 0,06
890 0,50% 76,90% ,0017 2,538 1.274 0,014 2,306 0,016 0,016' 0,05 0,06
900 0.50% . 77.40% .0,017 2.554 1.288 ' 0,014 2,325 001.6 '0,016 0,05 0,06
910 0,50% 77.90% 0,017 2,571 ' 1,301 0,014 -2,341 '0,016 ' 00'16 ,0,05 0,05
920 0,50% ,78.40% 0,017 2,587 1,315 0,014 2,357 ,0,016 0.0-1.6 ' 0,05 '0,05
930 0.50% .78:90% 0,017 2,604 1329 0,014 2.374 ' 0,016 0016 '0.05 '0,05
940, 0.50% 79.40% 0,017 2,620 1,342 0,014 2,390 0,016 0,016 ' 0,05 .0,05
~5.o O,tiQ~~ 7~, 90% ' 0,017 26:J.7 1,356 ,.OQ14 2407 0,016 -- 0,016 ' 0,05. 0,05
960 0,50% 80.40% '0,017 ' 2,653 1,370 0,014 2.423 ... 0.016 . 0.016 665' 0:05
970 6,50% 80:90% ,0.017 2,670 1,383 0,014 2.440 0,016 0,016 0,05 0,05
980 0,50% . 81.40%' 0,017 2,686 1,397 0,014 2.456, 0,016 0,016 0.05 0,05
, '990 o,5bo/~ 81,900/0 0,017 2,703 1.411 ' 0,014 , 2.472 . 0,016 0.016 0,05 ' 0,05
1000 ' 0,50% 82.40% 0,017 2,719 1.425 0,014 2.489 0,016 0,016 0'05 0,05
1010 0.40% 82.80% 0,013' 2.732. 1.436 0,011 2,502 0,013 ' 0,013 . 0,04 . 0,05
1020 0.40% 83.20% '. 0,013 2.746 '1.447 ' 0.011 2:515 0,013' 0,013 " 0,04 0,05
1030 , 0.40% 83,60% , '0,013 2,759 1.456 0,011 2.528 ,0,013 0,013 ."0,04 ,0,04
1040, 0.40% 84,00% , 0:013 '2,772 1.469 0,011 2.541 '0,013 0,013 004 0.04 :' --
1050 0.40% ,84.40% ' 0,013 2:785 " 1.480. . 0,011 2,554 0,013 0,013 0,04 DaoID4 c~eceived:
1060 0.40% 84,80% ' 0,013. 2,798 1.491 0,01,1 2,568 0,013 0,013 0,04, 0,04
1070 0.40% 85.20% 0,013 2,812 1,502 0,011 2.581' 0,013 0.013 0,04 ' -- .fit
1060 0.40% 85.60%' 0,013 2,825 1.513 -'0,011 2,594 0,013 0,013 0,04 -'-- 8 2009
1090 0.40% 86:00% 0,013 2,838 ,1,525 0,011 2,607 0,013 0,013 0,04 ' 0,04
, 1100 0,40% 66.40% 0,013 ' 2:851 1,536 0,011 2,620 0,013 0,013 ' Q~inal ~~ mittal
1110 0.40% 86.80% - 0,013 2,864 1.547 0,011 2:633 ' 0,013 0,013
1120 - 0.40%' ~7 ,20% ;0,013-1' ' .2,878 .. 1,556, 0,011, 2,646 0,013 0,013 0,04 0,04 '
-- ,
"
.'
. . '
24.Hour SCS "Type 1A Design Storm- 2 Year PERVIOUS IMPERVIOUS
Rairifall In'cre: ' Rainfall' Accum, Accum. Inere, Accum, Incre: Total In'5tant Design
Time ,dish'. :Rainfall Incre. RaInfall Runoff , Runoff Runoff Runoff " Runoff f10wrate f10wrate
(min) 'distr. (iri) (in) .. (in) (iQ], (iri) (in) _(in) (cfst_ (efs)
---------- ~
.~c"_"_'=',.~._...."."..,.
1130 0.40% 87,60% 0,013 2,891 1,569 0,011 2,660 Oc013 0,013 0,04 . 0,04
1140 0.40% 88.00% 0,013 2,904 1,581 0,011 2,673 .0,013 0,013 0,04 0,04
1150 0.40% 88.40% 0,013 2,917 1,592 0,011 ,2,686 0,013 0.013 0,04 0,04
1160 0:40% 88,80% 0,013 2,930 1,603 0,011 2,699 0,013 0,013 ,0,04 0,04
1170 0.40% 8920% 0,013 2,944 1,614 0,011 2,712 0,013 ' 0,013, 0,04 0,04
1180 0.40% 89:60%' 0,013 2,957 1,626 0,011 2,725 0,013 0.013 0,04 0,04
,1190 0:40% 90,00% 0,013 2,970 1,637 0,011. 2,738 0,013 0,013 0,04 0,04
1200 0;40% 90.40% ' ,0,013 2,983 ,1,648 0,011 2,752 0,013 0,013 0,04 0,04
1210 0.40%' 90,80% ,0,013 2,996 1,659 0,011 2,765 0,013 0,013 0,04 , '0,04
'1220 0.40% 91.20% 0,013 ' 3,010 '1,671 0,011 2.778 .. 0,013' 0,013 0,04 0,04
1230 0.40% ' 91',60% 0,013 3,023 1,682 0.011 2,791 0,013 ' 0,013 0,04 .0,04
1240 0.40% 92,00% ,,0,013 3,036 . 1,693 0,011 2,804 0013 0,013 0,04 0,04
1250 0.40% 92.40% 0,013 3049 1,70,5 0,011 2,817 0,013 ' 0,013 0,04 0,04
, 1260 0:40% 92.800(0 0,013 3,062 1,716 0,011 ,2,830 0,013 0,013 0,04 0,04
'1270 0:40% 93.20% 0,013 3,076 1,727 0,011 2,844 0,013 0,013 0;04 0,04
1280 0:40% ' 93,60% 0,013 3,089 1,739 0,011 2,857 0,013 0,013 0,04 0,04
1290 0.40% 94:00% 0,013 3,102 1.750 0;011 2,870 0,013 ' ,0,013 0,04 0:04
'1300 ' 0:40% 94.40% 0,013 3,115 1,762 0,011 2,883 0,013 . 0,013 0,04 0,04
'1310 0:40%, ' 94,80% 0,013 3,128 1.773 0,011 2,896 0.013 0,013 0,04 0,04
'1320 0.40% '95.20% 0,013 3,142 1,784 0,011 2,909 0,013 0,013 0,04 0,04
1330 0.40% 95:60%', 0,013 3,155 1,796 0,011 2,922 0,013 '0,013 0,04 0,.04
1340 0.40% 96,00% 0,013 3168 1,807 0,011 2,936 0,013 0,013 0,04 0:04
1350 0.40%. 96.40% ,0,013 3,181 1,819 0,011 2,949 0.013 0,013 0;04 0,04
1360 0.40%' 96,80% 0,013 3,194 1,830 ' 0,011 2,962 0.013 ' 0,013 0,04 0,04
'1370, 0.40%. 97.20% 0,013 ' 3,208 1,842 0,011 2,975 0,013 0.013 0,04 0,04
1380 0.40% 97,60% 0,013 3221 1,853 0,011 2,988 0,013 Oc013 0.04 ' 0,04
1390 0:400/0 '98.00%' '0,013 3.234 1,865 0,011 3,001 0:013 0013 0,04 0,04
1400 0.40% '98.40% 0,013 3,247 1',876 Oc012 3,015 0,013 0,013 0,04 0,04
,1410 0.40% 98,80% 0,013 3.260 1,888 0,012 3,028 0,013 0,013 0,04 0,04
1420 0.40% 99.20%, 0,013 3,274 ' 1,899 0,012 3,041 0,013 0,013 0,04 0,04
1430 0.40% 99.60% 0,013 3,287 1,911 0,012 3.054 0,013 0,013 0,04 0,04
1440 0.40% 100,00% 0,013 3,300 1,922 0,012 3,067 0,013 0,013 0,04 0,04
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Date Received:
JUl - 8 2009
Original Submittal
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Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
, Channel Slope
, Diameter'
" Results
Depth
, Discharge
Flow Area
Wetted'Perimeter '
Top width
Critical'Depth
Percent Full '
Criticai Slope
Velocity,'
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
,Full Flow Capacity'
, Full Flow Slope
07/06/09
11 :42:45 AM
8" pipe (capacity check)
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8" public pipe (east side)
Circular Channel'
Manning's Formula
Full, Flow Capacity
0,013
'0,001070 ftIft
8,00 'in
0,67 It
0.40 cfs
0,35 It'
2,09 'It'
0,00 It
, 0,29 It
100,00 '
0,006725 ftIlt
1,13 ftIs
0,02 ft
FULL' ft
FULL
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0.40 cis
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Date Received:
JUL - 8 2009
, ' Original Submittal
Ha'estad Methods,-Inc" '37 Brookside Roci'd Watertiury, C: OE?708
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(203) 755,'666
FlciwMaster v5.13
Page ,1 of.1,
GEOTECHNICAL INVESTIGATION
(FE!, May 7, 2009)
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. Date Received:
JUL - 82009
Original Submittal
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GeotechncaJ & ConslrudiCJn Servk:es.
Mr, Carl Kern
ShelterCare
P,O, Box 23338
Eugene, Oregon 97402
May 7, 2009
KE;'tEtVE:~ Nr\V 1 -':,
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.Geotechriicallrivestigation ,
ShelterCare Development
10H2.Main Street
Springfield, Oregon
Project #2097036
Dear'ML Kern:
We are providing geotechnical engineering services for the above referenced site as
outlined in our proposal dated March 19, 2009: This letter proliides a summary of our
findings and provides geotechnical recommendations for design and construction of the
proposed foundations as well as recommendations for site preparation, including site
grading and preparation of parking areas,' '
BACKGROUND
A new 16 unit apartment complex is being designed for a site located at 1082 Main
Street in Springfield, Oregon, The site location is shown on.the attached Vicinity Map.
(Figure 1). The proposed improvements include construction of a new three-storY
building and associated parking and landscape areas. The proposed structure will
consist ,of a slab '.ongrade wiih wood framing and is expected to have, relatively light
foundation loads,', The proposed development area includes :t1. foot of relief over the
. proposed building andpafking areas, The proposed improvementsa,reexpected to
require minimal. permanent cuts and fills, ' The conceptual site layout and proposed
building location :is shown on ttie attached Site Plan (Figure 2)' ,
SITE CONDITIONS
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Surface Conditions:
The proposed building area currently includes a playground and landscape areas, The
landscaping includes several large trees, Grades across the site are relatively flat With
surface 'elevations of :t4595 to 460,5, The proposed parking improvements, will'include
existing landsCape areas and a portion of the site that previously Included a'residential
structure,' ' . . ' " .
.' ,.' . ..' " . . Date Received:
This report and/or enclosed test ,data is the confidential property of !he client to whom'!t is addressed and pertains to fhe specific
process and/or material evaluated~, As such; information contained herein shall not be,reproduced in part or full and/or any part :
thereof be disclo~ed without FE! Testing & Inspection, Inc.'s wJitten authorization, JUl ,-'" 8 2009
750 NW Cmiell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 ,fax (541) 757-2991
29540'B Airport Road 'Eugene, Oregon 97402 'phone (541)684-3849' fax (541) 684-\lll'iaJinal Submittal
63050 Co[PDffite~lace, Surre2.Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382--4't;46 d'
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Subsurface Conditions:
Subsurface conditions were explored at three locations on April 14 using a rubber tired'
backhoe,. The approximate test pit locations and existing conditions are shown on the"
Exploration Site Plan (Figure 3), The test pits were eXtended 'to depths of i:7,5 to 10
feet below existing site grades" . We observed ground water seepage in the test pits at
depths of i:6 to 7 feet below grade, A narrative summary of soil conditions at individual
. test pit locations are attached, A brief summary of the various soil strata encountered is
provided below, '
Fill:
The upper soil consists of variable fill materials, The fill generally includes silt
and clay with some debris and organics, We understand that some of the fill
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material may have been placed during reconstruction ofthe alley to the north,
The depth of the fill material varies from i:1.5 to 2 feet below existing grades
across the proposed building site. .
. Topsoil:
We generallY noted a thin layer of dark brown silty clay at the base of the fill
material that appears to represent the original topsoil stratum, . The topsoil
typically includes some fill material. The topsoil stratum is very ,moist, medium
plastic and soft to medium stiff,
SiltvClav Alluvium:
Below depths of :1:2 feet the soils consist of medium stiff silty, clay alluvium, The
silty clay is typically very moist to wet and medium to highly plastic, The alluvium
includes some to trace sand with increased depth and generally becomes stiff
below depths of :1:1 feet. The silty clay alluvium extends to the limit of our
exploration at the site,
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LABORATORY TESTIr-m .
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anticipated foundation level. Naiural water content testing of the upper, alluvium varies
from :1:30 to 40%,'Atterberg Limit tests on the upper silty clay we're conducted and are
summarized on Figure 4, Thetest results suggest that the soil has a plastic limit of i:29
t6 36%' with natural moisture contents near or above the plastic limit. . The ~plasticity
index of the upper alluvium is.27 to 30, suggesting' the soil' has medium 'to 'high
plasticity, '
DiSCUSSION OF GEOTECHNICAL ISSUES
Weather Conditions:
The site work sh6uldbe' conducted ,during dry weather.: We anticipate ,that site
preparation will require moderate excavation depths to remove unsuitable soils and fill,
materials, The 'subgrade soils typicallY.include clay, which is expected to be moisture
sensitive, If site preparation occurs during wet weather, the excavation depths.will need,
to be increased and a thickened imported granular fill thickness used'resulting in higher
. costs,
Date Received:
Geotechnical,lnvestigation
ShefterCare Development
Springfield, Oregon '
2.
JUI - llM]Il~(]2009'
,"roject'Ntr.\fte~036
Original SUb~ittat
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Construction access to the iite will also be more problematic during, wet weather
conditions The proposed ,parking pavement sections ,do not account for construction
traffic, particularly during wet weather. Our experience has been that a rock section of
:t1,5 to.2,5 feet is typically required to support moderate construction traffic over local
alluvial silt and clay soils,
Infiltration: '
Infiltration testing was not conducted at the site:odue to the clay soils, The moderate to
high plastic clay and 'high ground water levels observed are expected to result,in
relatively low infiltration rates and infiltration of storm water at the site is not expected to
be practical. ' ' ',' .
BuilClino Site Preparation:
We understand that the new structure will include slab on grade constru'ction, We
antiCipate that some interior thickened slab footings may be used to support light
interior loads, The building pad preparation should extend at.least :t3 feet beyond the'
limits. of, the proposed structure, All organic, soils, fill and debris will need to be
excavated and hauled from the site, This should include all materials from previous
structures at the site, In addition, the building site preparation is expected to. require
removal of some trees, . The stumps arid large roots will likely require some deeper
excavations, All required excavations 'within the building pad should be backfilled with
'compacted' crushed rock Excavation for the building pad should ,be conducted to
minimize disturbance to the subgrade, Therefore, we have assumed that the work
would be completed with an excavator equipped with, a smooth bucket and that
construction traffic Will be kept off the subgrade, Removal of the fill and unsuitable soils
,is expected to require excavation depths 01:t2 feet below existing grades, Therefore,
we have assumed that the initial bLiilding pad fill would consist of at least 18 inches of
compacted aggregate base,' .
Foundations and Dra'inace:
We anticipate that perimeter foundation excavations will extend a miriimum of 2,5 feet
beio~ existing site yrades to provide adequate footing embedment and bypass the,
upper ,fill , The upper silt and clay soils are expected to be adequate to support
relatively light foundation loads without excessive settlement. However, we have
provided recommendations for constructing the footings over i6 inches of compacted'
aggregate base to assist in minimizing disturbance to the foundation soils" '>
We have assumed that site grading will becondLicted to elevate'the building pad and
providepqsitive drainage away from tlie structure, In addition, we have assumed thai a
vapor barrier will b~ pro~ided beneath the slab, The site intluaes a relatively shallow'
ground water level, and' the foundation soils are expected to have poor drainage
characteristics, Therefore" we believe that ~ perimeter foundation drain should be
constructed around the new building, ,Roof drains and' storm' water from pavement
areas should also be connected to the 'city storm system or directeQ to a disposal
system located away from the structures, , :,' Date Received: .
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SEISMIC CONSIDERATIONS
, JUL - B 2009
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The Relative. Earthquake Hazard Map of the Eugene-Springfiet]I;;Mfiilfr.tjH/iifln. Area,
Lane County, Oregon, published by DOGAMI (IMS-14, 2000) suggests that1f(e ~tffj--ht;:;
May 7, 2009
ProjeCt No, 2097036/
Geotechn leal investigation
'SheJ!erCare Development
Springfield, ..Oregon
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a low earthquake hazard, Our observations of the foundation soils underlying the
proposed site and knowledge of the,area alsosuggest'lhat the seismic risks at the site
'are relativeiy low, A summary of several considerations are outlined below:
Fault Rupture: .
Fault rupture is not believed to be a concem at the site, since there are no known faults
.in the immediate vicinity,
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RelatioJe Amplification Hazard:, .'
The deeper soil profile at the site is expeCted to include' stiff 'clay and dense gravel
alluvium overlying weathered rock, Based on the limited thickness of medium stiff clay
and relatively stiff/dense condition of the deeper soil; 'we beljeve that there is a low to
moderate .amplification hazard at this site, and that the typical correlations provided by
the Oregon Structural SpeCialty Code (OSSC) site classifications are appropriate for
design,' .
Relative Liauefaction Hazard: . ,
The foundation soils include stiff clay in the upper 1:10 feet of the soil profile,' Ground
water is present 'at relatively shalloW depth, However, these materials have moderate
plasticitY; therefore, we believe that the foundation soils' have a low. susceptibility to
.liquefaction,
SEiSMIC DESIGN
The average soil conditions in the upper 1:100 feet beneath the proposed structure is
expected to consist predominately of stiff clay and medium dense to dense gravel.
Therefore, 'we believe that use of a site class 0 is appropriate for seismic design, In our
opinion, the spectral accelerations and attenuation relationshipsproliided in,the 2007
. OSSC are appropriate for seismic design of the new structure, We recommend using
the GE!neral. Procedure of OSSC, Section 1613 to develop parameters for seismic
. design of the structure,
Peak'ground accelerations and spectral 'accelerations (on rock) were determined for
design using 2% probability of exceedence in 50 years (I.e" 1:2,475 year return intervair
The "ground motions provided in OSSC are based on the 1996 USGS mapping;
however, the USGS updated the maps in 2002 to refled improvedniodeling of the
Cascadia Subduction Zone (CSZ) earthquake, We 'have used the 2002 USGS
modeling for the site, This modeling considers a variety of seismic sources including
crustal and subduction zone earthquakes: However, the principal source of the design
gro~hdi'notion is due to a large'hlagnitude (Mw 8,3 togO)'earthquake along the CSZ .
with a '-s'ource distance of 1:40, miles from the site, Crustal earthquakes were also
, considered, but do not contribute' significantly to. the d'esign ground motion the peak
ground. acceleration (PGA) on rock for the site is O,27g with a short period acceleration
(S5) of 0,64 at 0,2 second period and long period spectral accelerations (S1) of 0,31 at
1.6 second period, . The parameters for establishing the General Procedure ,Response
Spectrum using OSSC Section 1613 are summarized in Table, 1, The values for Sos
and S01 includea'two-thirds reduction as discussed in Section 16135.4,
Date Received:
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Geotechnical Investigation
, SheiteiCsre Development
Springfield, Oregon
4,
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'f-NH,20(& 2009
ProjeCt:No, 2097036
Original Submittal
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Table 1, OSSC 2007 Seismic Design Parametli!rs .
Site. Ss Sj Fa Fv I SMS SMt SOS' I Sot
Class
.0 0,64 0,31 .1.29 ,1,79 1083 0.55 0,55. 1 0,37
GEOTECHNICAL ANALYSIS AND DESIGN RECOMMENDATIONS
Bearina Capacitv: ... . ' ,
. We conducted bearing capacity analysis for light foundation loads which are anticipated
for the new structures, Foundation loads were not available atthe time of this report,
, We have assumed that lightly loaded footings may include 'continuous footings with
loads as great as 3kipsllinear foot and spread footings as great as 20 kips,
Lightly loaded footings may be constructed over the uppe'r silty clay alluvium using an
allowable bearing pressure of 2,000 psf, All continuous perimeter footings should have'
a minimum width of 18 inches, with a minimum width of 12 inches for interior,
'continuous footings" Isolated spread footing foundations should have. a, minimum
dimension of 24'inches, Our,analysis assumed thatthe footings would.be underlain by ,
a 'nominal :t6 inches, of compacted crushed rock that extends a minimum, of 6 inclies
beyond the limits of the footing, The base' of ali footings should be embedded a
minimum of 24 inches below existing grades to bypass the upper fill materials,
The footings should be designed using an ultimate subgrade friction coefficient of 0.4.
for ,foundations constructed 'on compacted crushed rock, A faCtor of safety of 1,5 is
appropriate for this coefficient to minimize relative movements when considering long-,
term loads, . Passive resistance against the footings, should only be considered for the
portion of the ,foundation which is great!Orthan :t12 inches below finished. grade and
includes compacted granular fill against the foundation, In this condition an equivalent
fluid density'.of 200 pef is appro~~iate fOi design',' ,
Soil parameters used in the bearing capacity evaluation' were also used to estimate the
modulus of subgrade reaction 'beneath the proposed slab, Our calculations suggest
. that slab design using a ks value of 100 kips/fe is appropriate for the site assuming a
minimum' aggregate base thickness of 18 inchesover'thefirm subgrade soils,
.. Settlement: _
'Considering the relatively light foundation 'ioads andstift'riess of the. uiiderlyihg alluvial
soil, 'we do not believe that structure loads will result in significant settlement: However, .
subsulfaCe conditions may vary across, the site,' Therefore; we recommertlah:i'iltR~eived.
structures be designed to acCommodate maximum total and'differential movements of .
:tv, inch,
JUL:- 82009
"'1
~:~:~;t~~nduc;~d pavement thickness analysis using assumed tr~ffi<2!~Irs~;~R~~\B1
.experience-with similar facilities: Our traffic evaluation assumes that all pavements will
be subject to predominately car traffic for vehicle parking/access and occasiorial'light'to .
'moderate deli\iery trucks. The assumed the daily traffic includes :t100 cars and pickups
Georechnicall!lvestigation "May 7, 2009
ShelterCiue Development Piojecl.No, 2091036 ,
, Springfield, Oregon - . 5.
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and 1 ,light two-axie delivery truck (30kgross vehicle weight) The light traffic applIed
bver a 20 year design life results in an Equivalent Single Axle Loading (ESAL's) of
:t20,000, ' A Mr value of 3,000 psi was selected for our ana1ysis based on available
correlations and our experience with similar compacted clay subgrade soils, We
assumed a. 20 year, design . life for our analysis, a reliability of 90% and: terminal
serviceability of 2,0, Our calculations suggest that a pavement section consisting 0(35
inches of asphalt over 12 inches of aggregate base should be used over the compacted
subgrade
Table 2. Pavement Analysis Summary
Asphalt Aggregate Base
, Traffic,' ESAL's Thickness Thickness
(inches) (inches) .
Parking Areas 20,000 35 12
CONSTRuctiON RECOMMENDATIONS
Materials: .
. Unsuitable soils at the site should include all fill material, which is expected to extend to
depths of :t2 feet over the building pad, Deeper excavations should be anticipated in
areas of previousstruciures and trees Stumps, large roots (over:t1 inch in diameter)
or deeper concentrations of soft soil conditions or organic material should also be
considered unsuitable,
Aggregatebase as defined in this report should consist of % to 1-inch minus, well
graded crushed rock, The rock should be relatively clean with less than 5% (by weight)
passing the #200 sieve, 'Granular fill shall consist of imported sandy gravel with trace
silt that is free of construction debris and organics, including fine roots" . ,
All granular fill, aggregate base and subgrade soil should be ceimpacteCl to at least 95%
relative compaction, unless otherwise specified, The maximum drY density i::>f.ASTM 0
698 should be used as the standard for evaluation of relative compaction,
BuildinaPad Preparation (Dry Weather\: .
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. The upper :t2 feet of..thesoil profile should be excavated anClhauled from tlie site to.'
remove the existing fill and' unsuitable soils, Excavate as necessary to attain the
required bUilding pad sUbgrade elevations with minimal disturbance tei the subgrade, All
softeneijc or disturbed materials ili areas of previous structures or trees should ,be
excavated to firm subgrade, Additional excavation may be required to remove
'unsuitable" materials' in some areas, The subgrade soils beneath the building pad
should be' e~cavated with a smooth bUcket to provide a firm; relatively undisturbed
surface, Conduct proof rolling of the prepared subgrade surface beneath bui.lding pad
using a loaded 12 cubic yard dump truck, Areas of excessive C1eflection br rutting.
should be identified and excavated and replaced with granular fill or aggregatebase,
Place a99re. gate base over the approved subgrade as soon as practical. The initial :lift
of fill 'should-be plac~d in a :t8 inch thick loose lift and compacted using a,'vibratory
smooth drum roller, All 'structural fill should be documented to cbnfirn;t" ade~Ei.e'd
. ' ..' . uare r\ec Ive :
Geotechnicallnvestjgatio'1
ShelterCare Development
Springfiel,d,'OregO,n
6,
May 7, 2009
PrOject. "ID?097036 2' 0
' "J L - 8 09
Original Submittal
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compaction Field density testing should 'be conducted on individual lifts of aggregate
base, Compaction of fill material that ,is too coarse for density testing should be
documented using visual methods, Final compaction of the building pad should be
conducted after all plumbingandelectrical,trenching has been completed, Field derisity
testing should be conducted on the completed building pad fill to confirm adequate
c~mpaCtion ofthe aggregate base,
Foundation ConstruCtion: '
Footing excavations should extend into lherelatively undisturbed native alluvium, The
base of all perimeter ,footings should be at least 24 inches' below the finished grade or
paved surface.. Place and compact a minimum of 6 inches of aggregat'e base beneath
perimeter footings -during ,dry weatheL Interior ihickened slab footings may be
constructed over the approved' compacted aggregate base building pad, Provide a
foundation drain around the perimeter of the structure that includes a 3 or 4-inch
diameter perforated drain pipe that is bedded and backfilled with drain rock, The drain
should be set near the base of footing elevation..
Pavements:
PaVements, should be constructed during dry' weather' to the extent practical.
Construction of the pavement sections will require a thicker aggregate base section
during wet weather, In addition, paving may not be practicai during wet weather,
Excavate the pavement area to the design subgrade elevation: The subgrade should
be evaluated, at ihe time of excavation, to identify any areas of soft or unsuitable
material.' The subgrade soils beneath the pavements should be scarified, moisture
conditioned and. compacted using a pad foot or kneading roller, Field density testing
should be conducted on the subgrade to document moisture content and dry density of
the subgrade at the time of compaction, The finished subgrade should be evaluated by
proof-rolling the surface using a loaded 12 cubic' yard dump truck, Any areas of
excessive deflection: rutting or pumping or failing density test results should be
,identified and either processed and compacted, or' excavated and replaced with
. compacted granular fill.
Place and compact the 12 inch thick base section' over the approved subgrade as soon
as practical. We anticipate that the base section will support limited construction traffic'
during 'dry weather conditions, Field density testing should be completed on the
aggregate base prior to paving to confirm adequate compaction, '
,Compact the, asphalt cemeni pavement to a minimum of 91 % relative compaction
according to the theoretical maximum density calculated from the Rice specific gravity,
Conduct field density testing on the asphalt pavement at the time of compaction to
confirm the required density is being achieved,
Date Received:
JUL - 6 2009
Original Submittal
Geotechnical Investigation
ShelterCare Development
Springfield; Oregon -:
May 7, 2009
Project No, 20g703~ ..
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LlMIT.t\TIONS AND USE OF THis REPORT
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This, report has been prepared for the exclusive use of ShelterCare and their design
consultants for the proposed improvements to the proposed apartment site, located at
,1082 Main Street in Springfield, Oregon,lnforination contained hereiri should not be
construed as a warranty or guaranty of ' site or subsurface conditions: Our explorations
indicate soil conditions orilyat specific locations and only to the depths penetrated,
They do hot necessarily reflect soil strata or water level variations that exist betweeri or
beyorid exploration locations or limits, , Soil and ground water 'conditions at other
locations or, times may differ, Our work should not be assumed to represent any
environmental services; we have assumed that'those services are, being provided by
others, Our work, at 'the time this letter was prepared, has been conducted in
accordance with generally accepted principals and practices, No warranty or other
conditions, expressed or implied is made, '
We trust this informaiion meets your curreni needs,
any questiohs
Please feel free to contact us with
Sincerely,
FEI Testing and Inspection, Inc,
j1,i,M;r--
Y/I;t(tL~
Michael L. Meyer
Vice President
Mel McCracken, P,E
Project Engineer
c: Destin Ferdun, Luhabridge
,Mike Kaiser, Poage Engineering
Attachments:
Narrative Test Pit Logs (pages 9through 10)
Figure 1, Vicinity Map',' '
Figure 2, Site Plan
Figure 3, Exploration Site Plan
Figure 4, 'Atterberg Limits Test Results
Geotechnical Investigation
'She~erCare .Development
Springfield, Gregory
8,
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Date Received:
JUL - 8 2009
Orioinal Submittal
May 7, 2009
P.roject,No, 2097036
"
TP-1
I
Depth (ft.)
0-1,0
1.0-1,5
,1,5 -60
6,0 -100+
TP-2
I
I, Depth (ft.)
'o~ 1,0.
1.0-1.5
1,5-20
2,0-7,0 '
I
, 7,0 - 8,5+
Geotech nica 1,Investig alion
She:lterCare Development: "
Springfielq, Orego~ "
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ShelterCare Development
Springfield, Oregon
Project No, 2097036
Excavated on April 14,2009
Using John Deere 3100 Backhoe
Elevation :t460,5
Soil Profile Description
Medium dense GRAVEL with some silty clay and Occasional debris; grey to brown,
moist. debris includes CMU fraqments, (FILL), '
Sbft to medium stiff silty CLAY with some gravel; dark brown, very moist: medium
plasticity, fine rounded qravel, (fill/topsoil), '
Medium stiff silty CLAY; light brown, very moist, grading to wet, medium to high
plasticity, (alluvium),
Penetrometer readinq at :t18" . :t2,0
Stiff CLAY with some silt: brown, wet, high plasticity, includes some sand belbw tg
feet. (alluvium 1.
Groundwater infiltration encountered 'at t6 feet
Elevation t460,0
Soil Profile Description
Soft clayey SILT with some organics: brown, very moist, medium 'plastic, organics
include grass at surface and fine roots throuqhout. (FILL),
Medium dense 'sandy GRAVEL with some silt and, day: grey and 'brown, moist,
anqular to rounded qravel, (FILL), ' " '
Medium stiff silty cU- Y: dark brown, very moist, medium plasticity, (topsoil),
Penetromeier'readinq at t20" -:t1 ,0 '
Medium 'stiff to stiff: silty CLAY; light brown, very moist to wet, medium to high
plasticity, (alluvium)
Penetrometer readinq at :t28" - t2,0
I
Stiff CLAY with some sand and silt: liqht brown, wel,'hiqh plasticity clay, (alluvium),
Groundwater'infiltiation encountered at:t7 feet.
Date'Received:
JUl. -l2009
. ,~<:Y 7,2009
O .Pfi~jectNo, 2097036 ,
ngmal Submittal
".9,
TP~3
I
Depth (ft.)
0-'-1.5
.15-2,0
2,0 - 7,0
7,0 ~ 7,5
Geotechriical investigation
ShelterCare Development
Springfield, Oregon '
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,(FILl), . '
Soft silty CLAYwith trace gravel; dark brown', verY moist, medium plasticity clay, fine
rounded qravel, (frII/topsoil\, '
Medium stiff to stiff, silty CLAY; light brown; very' moist t6 wet, high plasticity,
(alluvium),
Penetrometer readin<js at 't24" , 't1 ,5
Stiff CLAY with trace sand: liqht brovin, \vet. hiqh plasticity, (a!luvium),
I
Gi~undwater infiltration encountered at 't 7 feet
Date Received:
JUL - 8 2009
. Original SubmittFI
May 7, 2009
Project No. 2097036
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IFE1 Tes~ing &!~SpeCtio~ilnc. I Project: Sheltercare Development
~orvallJs,_OR-,--_ _~l PTQject No,: 2097036
Date Received:
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