HomeMy WebLinkAboutApplication APPLICANT 6/2/2009
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
Applicant Name:
I Company:
Afiya Apartments, Inc
Phone: 686-1262
I
I
IAPPlicant's Rep.: AnneDeLaney Iphone: 683-8661 I
I Company: Bergsund DeLaney Architecture & Planning P,C, I Fax: 683-1136 I
IAddress: 1369 Oliye Street, OR 97401 I
I Property Owner: Springfield Church of Brethren Phone: 746-2278 I
I Company: Fax: I
!Address: 1072 Main Street, OR 97477 I
IASSESSOR'S MAP NO: 17-03-35-41 ITAX LOT NO(S): 4600470048004900 I
I Property Address: 1062 Main Street, 1072 Main Street, 1082 Main Street I
ISize of Property: .29 Acres ~ Sauare Feet D I
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I Description of If you are filling in this form by hand, please attach your proposal description to this application, I
Proposal: Attached
IExisting Use: Residential, Church, Small Retail 1
INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf I
Signatures: Please siqn and print your name and date in the ap ro riate /,
c/o Shelter Care
,Fax:
P,O, Box 23338,
OR 97402
. -.
Signs:
Associated APplications:ZON z.ooq - OOBOI
Ipre-sub Case No.: PIZ-c..z.m:>q-6O?)1/ Date: &1'2./04
Icase No.: Date:
Application Fee: $ 0 ITechnical Fee: $ Qf
Reviewed by: ':J>tc
Reviewed by:
I
I Postage Fee: $ '{)f I
Pt45WD7-0007D 1
TOTAL FEES: $ f5
n:x- l0A1\J6Z-
PROJECT NUMBER:
Revised 1/1/08 Molly Markarian
1 of 10
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 will 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 ~
AN~F- ~LA~&lr
Print
Date:
p. r~?
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 infon:nation will not be provided if not otherwise
contained within the submittal, and the City may begin processing the applicatiot:l 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:
Date:
Signature
P-ri nt
PRE-SUBMITTAL REC'O
JUN 2 2009
Revised 1/1/08 Molly Markarian
2 of 10
~,
ShelterCare Admin
Fax;S41-686-03hQ
Jan 20 2009 12;SOpm P002/00S
;City of 'Springfield
Development Services Department'
225 Fifth Street '
Springfield, OR 97477
Fee Waiver
Non-Profit Affordable Housing Providers
Applicant Name: Susan Ban
Ico~panv: ShelterCare
lAddress: PO Box 23338, Eugene, OR 97402
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tADDlicant's Rep.: Anne Delaney
Icompany: Delaney Berqsund
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IPropertv Owner: Representative: Dale Seese
Phone
541-686.1262
541-686-0359
Fax:
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Phone
541-683-8661
541-683-1136
Fax:
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, Phone
541-746-2278
. Company: Sprinqfield Church of the Brethren
Address: 1072 Main Street, Sprinqifeld Oregon 97:477
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IASSESSOR'S MAP NO: 17-03-36-41 I ~,~T4600.4700.4800A900
Property Address: 1062-1096 Main Street, Sprinq!ield Ore,gon
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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.
Fax:
;' .- '~J:." ,.,.,....
Land Use Application Case ND.
Affordable housing category that applies .to the project:
[gJ Rental units rented to households with incomes below 60% of area median
income (AMI}, as determined by the Department of Housing and Urban
Development (HUD) income limits in effect at the time of supmittal.
D 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:
hlM.../{t-: ~ -"
Signature
~1'lJe1 .. '"
ReceNed:~
Date tIfIE-WI
Planner:
Print: Susan Ban, Executive Director Date: January 20, 2009
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Revised 1/1/08 Molly Markarian
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Division of Chief Depuly Clerk '~~n.~l'~'l
Lane Counly, Deeds and Records LVV~ V Lvv
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DECLARATION OF RESTRICTIVE COVENANTS
CITY OF SPRINGFIELD DEVELOPMENT CODE SECTION 2.1-135B. &. C. .
FOR NON-PROFIT AFFORDABLE HOUSING PROVIDER
THIS DECLARATION OF RESTRICTIVE CONVENANTS ("Declaration") dated
. February 2.10, 2009 by Springfield Church of the Brethren, an Oregon non-profit
corporation, owner pf 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 2.1-1358. &
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 and 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;
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-'-~Wlj:!s.R~?, an application has been made for fee waiver from City of Springfield,
Development r;:Q.~e)f~@? ~ncluding, but not limited to, a Development Issues Meeting,
Site Plan (pre~uDmi~al a~dlsubmittal), property line adjustment and other planning
fees associated with th{~1"d~velopment; \ I I
Date Received:?J ,~
',..'
.,,: Planner: MEM
DECLARATION OF RESTRICTIVE COVENANT, cm OF SPRINGFIELD
" ,
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 documen'tation that the
housing meets appropriate standards regarding household income, rentlevels 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 recorded by the City of Springfield in the real property
records of Lane County, Oregon. ' . 0,
. . . 1.lo'7@\~~'
Date R~ceiVed:..2.;~
DECLARATION OF RESTRICTIVE COVENANT, cm OF sp~~~~r~L~~~~"\s.~\
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SPRINGFIELD CHURCH OF
THE BRETHREN:
SHELTERCARE:
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By: ,\'\{,\ M,E::;Kp~""rnj
Its: .c.boir ()~Pr<';i~t-C'~ul'1r;1
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By: s...slA,y\ A. 1?o...V1
Its: ~".<".o..-t\\ll" 'l);vec:h,..I'
cm OF SPRINGFIELD:
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By: 6"t-{1> ~/M A(d/
Its: ~ ..f." Iv... A, Jl AS ~ A
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STATE OF OREGON)
) 55.
County of Lane )
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DATE,"'2 I ,\ I t.:>c, -
LEGAL COLlNSEL "
Personally appeared the above named A IA\^ F, \Co u \,o~ '\ as
~\..r, Lr 1"-.uP \I 'Sv:.l" \' c=",-,- I \ 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. .
~. '-f~6~f~. ,\W_'!,
I " ,/' NOTARY PUSLlC'':'C,.,:::CN
I ~ COMMISSIOtJ NO, 405375 .
I h" ~ ~;o~~S;'~N~X:'~S ~Y3'~O~ _:.
(~~. Ce~\A..
Notary Public for Oregon,
My Commission Expires: s- '2- - I D
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STATE OF OREGON)
) 55.
County of Lane )
Personally appeared the above named S-:l" '-& ""- ~'^-
E>c~~\-l""': '\:)I(lC.,C, '<0<- ' for ShelterCare and acknowledged the
foregoing instrument to be-fttsfh~ voluntary act and deed on this -.z.L.. day of
February, 2009.
,.fi-'-----.-O~C~~SEAL---J. in::,\ .-.. Ca\u2.u........
'. LESLIE COHEN '
" '. ' . i NOTARY PUBLIC-OREGON Notary Public for Oregon
i . ',' COMMISSION NO 405575 M C .. E' 0;;:. . z . \0
":.f;: . . MYCOMMISSIONEXPIRESMAY2,201O Y ommlSSlon xplres:
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DECu.:RATIC:)N'Q~:I~ESTRIcrIVE COVENANT, cm OF sPRii<J(:i;Mf[bMEM
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as
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STATE OF OREGON)
) 55.
County of Lane )
Personally appeared the above named (;;J\v (,;,~\v'\l/:>lcL as
(',l:~ ~4t'-(WL for the City of Springfield and acknowledged
the fo~egoing instrument to be his/her voluntary act and deed on this cowJ day of
f'..\~U-=t'.'B:';', 2009.
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, "-oFFiCIAL SEAL)
(8 IULIE M WILSON
~, "NOTARY PUBLIC, OREGON )
, ". ,.' ., MMISSION NO, 3?7943 I
I -"'. -'" Mf.?oMMISSION EXPIR~ OC::. 4,2009
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(]ld,LQ ~~, LV&J\LIV--.
Notary Public for Oregon '
My Commission Expires: JQ! '-II 0'1
N:\City\Housing\Affordable Hous;ng\Declaration Of Restrictive Covenants-Snelter Care,Docx
.. .. . Date Recelved:~lo i - I~\V~
Planner: MEM \~co.d"-------
DECLARATION OF RESTRICTIVE COVENANT, CITY OF SPRINGFIELDD~\~c: 1"'.~C~:t5;j"i
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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 Willarnete
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,
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 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
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Date Received:j.U44--
Planner: MEN! '
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Site Review Pre-Submittal Application June 2, 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
Springfield, OR
Project Description
Afiya Apartment, Inc is proposing to develop a three-story, multi-unit supportiye housing complex for
persons with psychiatric disabilities, The project is funded through a Federal HUD 811 program with
additional funding through the City of Springfield and Oregon Housing and Community Services,
ShelterCare, Inc, is the sponsor for the project and will manage it through the ShelterCare's Brethren
Housing program which currently occupies the adjacent site, The new building will proyide 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 complexes, 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 will 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
irreyocable 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 ShelterCare, 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 55.4 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 oyerhead electrical power in the alley, as well as
public water and storm 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 Reyiew
Property Line Adjustment
Tree Felling Permit
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,
Afiya Apartments . Site Review Application Pre-Submittal
5/29109
PRE.SUBMITTAL RECIO
Page,JV~ 2, 2009
Section 3.2 600 Mixed Use Zoning
3.2-605 Establishment of Mixed Use Zonin!! Districts
The deyelopment 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 falls is a permitted use within MUR zone,
3.2-615 Base Zone standards ner Table 3.2-615 and 3.2-215
I Standard
I Min, Area
Min, Frontage
I Max Lot
Coverage
Front Yard
I Rear Yard
I Side Yard
1 Max. B1dg
Height '
I
, Requirement' Project
Proposal
12,576 sf
o
4500 sf min,
45 ft, min,
45% max.
10 ft, min.
110ft,min,
15ft, min,
162,5 ft min,
I
44,8%
10 ft,
10 ft,
5 ft, or greater
63 ft,
, Notes
Access guaranteed via private driveway by an
irrevocable joint use! access agreement as specified
in 4.2-120A
Request adjustment to allow front entry porch to
extend five ft. into the front setback for 50% of the
building frontage
I
I
1 SSB - 2,5 x 37 + (90/2) -7 - 62.5 ft, min,
(6:12 roof with ridge at 37 ft,)
I
3.2-625 Mixed Use Develooment Standards - General
A. Buildinp Desipn Standards - Multi-family standards prevail
B. BuUdin!! Orientation and Setbacks - Multi-family standards prevail
C. Weather Protection Not applicable
D. Landscaoin!! and Screenin!! Multi,family standards prevail
E. Street Connectivitv Not applicable
F. Nei!!hborhood Comoatibilitv
G. Pedestrian Amenities Not applicable
3.2-630 Mixed Use Develonment Standards - Soecific to MUR ner 3.2-630 (0
I Standard
I M in, Residential Use
I Min, Density if all residential
I Max, Density
I 3.2-240 (Multi-family standards)
Requirement
80%
20 units/ acre
None
Meet all
Afiya Apartments - Site Review Application ~re.Submitta]
Project Prollosal
100%
55.4 units /acre
Complies ( see below)
PRE-SUBMITTAL REC'O
JUN 2 2009
5/29/09
Page20f8
(
3.2-240 MuIti-U nit Desi!!n 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 building are oriented toward this internal street.
Building Form:
The proposed building meets the criteria for building form standards as follows:
. Continuous Horizontal Distance
Each of the facades of the building is less than the maximum 120 lineal feet. The longest
fayade, which faces the alley and the LOR zone, is 89 It, long,
. Roofs
Theproposed roof is a gable form with a 6: 12 pitch, Overhangs are 18-24 inches deep,
. Windows and Doors on front fayade
The overall wall area ofthe front fa,ade is 2373 sf and the breezeway, window and door area
is 375 sf for a total percentage of 15,8 %." Ooors 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 of the building uses bays (floor plan extensions of 2ft depth) and off 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 mixed use per the Metro Plan,
. Front Yard Setback
Not applicable
. Buffer Between LDR and MDR
A buffer of 25 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 LOR zone.
. Building Height:
The primary building is 37 ft, to the ridge and 30 ft at the eave, The face of the building is 46
ft. from the LOR property line, including the width of the alley,
. Maximum Length:
The primary structure is 46 ft, from the LOR property, but is only 89 ft, in overall length.
Storage:
Bulk storage areas are provided for the all 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 s the 112 cfbulk storage required by the standards,
Afiya Apartments - Site Review Application Pre.Submittal
5/29/09
PRE.SUBMITTAl REeD
.mN 3 of2 2009
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 enclosed building
facing the shared access driye or the alley, (To be determined with yendor) 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 transformer is proposed in the
northeast comer 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
supportiye liying enyironment through community interaction and strengthening of social
skills, we are proposing to omit priyate open for each of the units, Instead, we are providing
shared indoor and out 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 area
required area of 1258 sf can be a combination of yards, common open space and priyate open
space, Not including setback areas, we are proyiding approximately 2500 sf of usable indoor
and outdoor community space for the residents - two times the minimum require open space
for a project of this density, We believe this approach meets the intent of the code by
providing safe community spaces that encourage interaction among residents,
Landscaping, Fences and Walls
. Area
The landscape design consists of a balance of lawn, planting beds (ground coyer, shrubs and
perennials), and trees, Of the 3700 sfofpervious 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 footsite 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,
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 that the 5 ft, minimum.
Afiya Apartments . Site Review Application Pre-Submittal
5/29/09
PRE.SUBMITTAl REC'D
Page 4Jl1f-l 2 2009
. Connection to Street
Both the courtyard and primary building entrances are connected to public right-of-way,
. 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 LDR properties,
. Planting Islands
In order to make efficient use ofthe site, we are proposing nine parking spaces between the
two planter areas instead of the eight maximum,
. Visnal 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 Public Street
The shared access driye connects to both Main Street and the alley, It is an offset connection
to the alley in order to discourage cut-through vehicular traffic from the alley,
4.2-100 Infrastructure - Transportation
4.2-120 Site Access ami Orivewavs
Access will b~p;~vided through a shared driveway via an irrevocable joint use/access ~asement
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
A lOft, x 10ft. vision clearance area is located at the intersection of the driveway and Main
Street.
4.3-100 Infrastructure - Utilities
4.3-105 Sanitary Sewers
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 Mana"ement
The project will cre~t~ :&~gx; sf of new impervious surface and impact an additional :x~~ sf of
existing imperyious surface on an adjacent tax lot. The existing driveway and parking does not
meet current design standards for stormwater quality. Our design strategy is to:
PRE-SUBMITTAL REC'D
JUN 2 2009
"
Afiya Apartments - Site Review Application Pre. Submittal
5/29/09
PageS of 8
. 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 vegetatiye means
before it enters the public storm 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 Dualitv Protection
Not applicable to our site,
4.3-120 Utility Provider Coordination
Coordination with SUB and other franchise utilities are currently in process, The tentative
locations of the electrical transformer and aboye ground fire vault are shown on the architectural
site plan. It is assumed that franchise utilities will locate adjacent to the electrical transformer,
4.3-125 Under!!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 oyerhead pole
to our final transformer location,
4.3-130 Water Service and Fire Protectio,!
Water service for domestic and water and an automatic fire suppression system will be provided
for the proposed building, Location of the meters and above ground fire vault will be coordinated
with SUB and City of Springfield, If easements are required, these will be recorded with the
access easement.
4.4-100 Landscaping, Screening and Fences
4.4-105 Landsca{linl!
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. Permanent 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 permit will be submitted concurrent with Site Plan Review for the trees
that will be removed for the proposed project. See Landscape sheet LA-I,
44-110 Screeninl!
Screening is proyided for the shared trash enclosure, utility devices and per multi-family
standards as shown on the landscape plan,
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
4.5-110 Illumination and Heil!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
noUo produce direct glare or reflection beyond the limits ofthe property, Additional lighting will
be provided for the porches and walkways along the path of egress for the dwelling units and
common spaces,
Afiya Apartf!lents ~ Site Review Application Pre-Submittal
PRE.SUBMITTAL RECID
JUN
2. 2009
Page 6 of8
5/29/09
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 the mix of uses on the site, the demonstrated low need,for
yehicle parking for the residential use for similar populations, the location of an L TO 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!! Desil'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 Parkin!! Lot Imnrovements
. Surfacing
The parking lot surface is asphaltic concrete with a concrete apron at the driveways
approaches for the drop off,
. 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 driyeway, The new parking area along
the alley will drain to a rain garden at the northeast comer of the site, An oyerflow 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 preyent encroachment on to sidewalks and planted buffers.
. Compact stalls
All ofthe proposed parking stalls are full sized,
Disabled parking
Two disabled parking spaces are provided, including one van accessible spaces, This meets
the number of spaces required by OSSc.
4.6-125 Vehicle Nnmber ofSnaces Reouired (please refer to Attachment A- Parking Comparison)
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 parking 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-bderoom units and I-bedroom units in its on-site parking requirement. Second, the
vast majority of residents cannot afford own or maintain a yehicle. ShelterCare's experience at other
residential communities similar to Afiya is that a ratio of .25 spaces per unit is adequate for the both
residents who currently liye at the site and the new residents who willliye at Afiya, (See Attachment A)
. Afiya Apartments - Site Review Application Pre-Submittal
PRE.SUBMITTAl REC'D
JUN 2 2009 Page 7 of8
5/29/09
Proximity of Bus stop and EMX
Because most of the residents do not own a yehicle, they rely substantially on public transit for their daily
transportation, An L TD 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.
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 1m provements
Bike parking is provided for the project inside the,oyersized 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
eleyator which facilitates bringing the bikes to the storage units located on second and third
floors,
4.6-155 Bicvcle Parkin!! Number of Soaces Reouired
One long term space per unit is provided for each unit as required,
PRE-SUBMITTAL REC'O
JUN 2 2009
Afiya Apartments' - Site Review Application Pre-Submittal
5/29/09
Page 8 of8
Afiya Apartments 6/2/2009
Attachment A
PARKING COMPARISON A B C
Areal Ratio No. Required No. Required No, Provided
EXISTING No, Units Per Table 4,6-2 Per Zoning wI Adjustment""
Residential
Units 13 1,5/unit 19,50 4,88
Residential Office 475 1/200 2,38 2,38
Subtotal Residential 21,88 7,25
Church
Assembly area 656 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 3683 22,26 36
PROPOSED
~New Residential Units 16 1,5/unit 24,00 4
~Comparative Total 60,831 26,26 38
'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 Ratios at Existing ShelterCare Complexes
Project Name
INO, of
Units
INO, of
Vehicles
Ratio
Brethren Housing -Springfield
Hawthorne Apts - Eugene
Signpost - Springfield
8
35
16
1
7
3
0,13
0,20
0,19
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Fii'stAmericall
RI5t Am#I/klIn TltlelnSltlnmce Company afOregon
600 CounIIY Club Road "
Eug~ne, OR 97tfOl
PIln" (541)48+2900
Fax" (541)484-7321
FOR ALL OUESTIONS REGARDING THIS PR~LI"'INARY REPORT. PLEASE CONTACT:.
John Bossard, TItle Officer
Phone: (541)484'2900 - Fax: (541)484'7321 - Emall: jbossard@firstam,com
First American TItle Insurance Company
200 5W Market St, Suite 250
Portland, OR 97201
Order No.: 7199'1001705
March 12, 2007
Attn: Lori E, Weber I Nlkl Carlson
Phone No,: (503)795-7616 - Fax No.: (503)795-7614
Emall: nmcarlson@firstam.com
Re: NC5'284621-oiu
Preliminary Title Report
AL TA OWners standard Coverage U.l>lIty $ lEO Premium $
AI. TA OWners Extended Coverage. Uabiity $ Premium $
At TA l..enders Standard Coverage liability $ PremlLlm $
ALIA It:nders Extended Coverlge liability $ Premium $
Endorsement Premium $
Govt Selvice Charge Cost $ 50,00
Othei' Cost $
We are prepared to issue TItle Insurance Policy or Policies In the fonn 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 March 05, 2007 at 8:00 a.m., title vested in:
Springfield Church of the Brethren
5ubJect 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 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 within the
limits of streets, roads and highways,
This report Is for th~ exclusive use of the parties herein shown and Is preUmlnary'to the Issuance of a PRE S
title Insurance policy and shall b~me void unless a policy Is Issued, and the fuU ~iui'n paid. .. UBMIITAL RECrO
JUN 2 2009
"
-,
PreRminary Report
Order No.: 7199-1001705
"'ge2of4
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, 1988 in Reel 1503R, Reception No. 88-09349
4. Declaration of Restrictive Covenants, Executed by Lane Shelter Care/Brethren Housing, and its
successors and assigns, and the City of Springfield, including terms and provisions thereof.
Recorded: February 28, 2001, Reception No. 2001-010620
5. litle 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 organl2atlon with which It may be affiliated. Evidence of
said authority should be submitted prior to recording.
- END OF EXCEPTIONS -
NOTE: Taxes for the year 2006-2007 PAID IN FULL
Tax Amount: $NO TAX DUE
Map No.: 1703354104600
Property !D: 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: Wilkes Entreprises, Inc.
first Amt:ricBn Titk
PRE-SUBMllTAL REeD
JUN 2 2009
"
i
PrelIminary Report
Order No.: 7199~100170S
Page 3 of 4
:~
First American Title Insurance company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POUCY (06/17/06)
The following matters are expressly excluded from the coven!:)e of this poliq, and the Company will not pav loss or damege, rosts, attorneys' fees, or
expenses that arise by re;!lS()n of:
1. (I) Any law, ordinance, permit, or governmental regulation (indudino those relating to bulkllng and lonlng) restricting, regulating, prohibiting, or
relating to
(I) the occupancy, use, or enjoyment oftneLand;
(i) the cMl'llcter, dimensions, or location of eny improYemel1! erected on the land;
(nl}thesubdivisiOilofland;or
(iv) environmental protection;
or the effect d any viollltioo of these laWs, ordll'lanees., or governmental regulations. This Exduwn tea) does not modify or limit the coverage
provided underCovl!red RiskS.
(b) Any governmentsl police power. Thil Exclusion t(b) does not: modifY or limit the Wv'erage provided under Covered RIsk 5.
2. Rights of eminenl domain. This Exclusion does not modify or limit the coverage provided umhlr Covered RIsk 7 or 8.
. 3. Defects, litns, encumbrances, adverse c1aim:i, or ether matters
(a) created,suffered,assumed, or IIgreed to by the Insured daimant;
(0) not Known to the Company, nC( recorded In the Public Records lit Date of Policy, but Known to the Instlred Clalmant.and not disclosed in writil\9 to
the Company bytM Insured Caimant prior to the date the Insurecl Clamant became an In5Ured under this pCllicyj
(c) resufting in na!oss or damage to the Insured Oillmant;
(d) attaching or aeated subsequent to Date at Poley (however, this does net modify or liT1it the CCJerage provided under Covered RIsk 11, 13, or 11);
"
(e) resulting in 1055 or damage that would not have b~ sustained If the Insured Clamant had paid value fcrthe Insured Mortgage.
'I, Uneflfurceability of the Hen.ofthe IMJred Mortgage because of the inability or failure of an Insured to comply wlth .pplh:able doing-business laws of the
state where the land Is situated.
5. Invalidity or unenforceability in whole or in part of the lien of thl! Insurl!d Mortgagl! that arises out of the tranS/lction evidenced by the Insured Mortg&91!
and is based upon usury orany consumer credit protection orlrulh-in-Iending law.
6. Any clam, by fI~asOn of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that 1t111 tranSactlon creating the lien of the
Insured Mortgage, is -
(a) a fraudulent eonveyance or fraudulent transfer, or
(b) a preferential transfer for any reason net $tated In C"-'ereel R.i$k 13(b) cfthlspolk:y..
7. Any lien on the Title for real estate taxes or assessnents imposed by govemmentalluthoritv and created or attadllng between Date r:i Policy and tI1e
date of reoording of the Insured Mortgage in the Public Records, This Exdusion does r'lOt modify or limit the coverllge provided under Covered RIsk ll(b),
.
ALTA OWNER'S POUCY (06/17/06)
The follaMng matters Ire expressly el<<:luded from the ooverage of this policy, and the Company win not pay Joss or damage, ool>ts, attomeys' fee5, or
expenses that enst by reason of:
1. (a) MY law, ordinance, ptrmit, Of gwemmental rtgulatlon (includIng those relating to building and zoning) re$f:rkting, regulating, prohibiting, Of
re/atingto
(i) the occupancy, use, or enjoyment of the land;
(ii)the ctlaractl!r, dimensions, or Iocationrfany mprovementertcted on the land;
(Iii) the subdivision orland; or .
(ill) environmental protection;
or thll effect of any VIolation r:A these laws, ordinances, or govemmentalregulatlons, This Exclusion l(a) does not modify or li'nit the coverage provided
uilderCovered RiskS.
(b) Any goverrvnentalpolice power. This Exclusion l(b) dOl!5 not modify or limit the covera!1l! provided under Covered Risk 6.
2. Rights of eminent domain. This Exduslon does not modify or limit the COVl!rage provided under Covered RIsk 7 or B.
3. Defect:s,llens,eocumbrances,adverscclaims,orothermaner.;
(a) created, suffered,assumed,or agreed to by theIrlS1Jred Oalmant;
(b) not Known to the Company, not recorded in the Public Records at Date of Po~C'f, but Known to the Insured Claimant and not disdosed In .......-iting to
the Compilny by the Insured Cla~nt prior to the date the In&lJred C~m;tnt became an Insured under this polK:'y; .
(c) resulting in no loss 0' damage to the Insured damant; -
(d) attaching Of created subsequent to Oate or Policy (l1owC'ller, this. does nal: modify or Imitthe coverage provided under Covered Rislai 9 and 10); or
(e) resutirig In loss or damage that would not have been sustained If the Insured Claimant had paid value for the11tle.
1. Arf>/ dam, by reason d the operation of fedCf"lll bankruptcy, state Insolvency, or similar creditors' rights laws, that the lransaction vesting the T1tIe as.
shown in Schedule A, is
(a) afraud~lent eenveyance Clfraudulenttransfer; or
(b) a preferential transfer fOr any reason n~ stated In Covmd RISk 90t this polley,
S. Arf>/ 1ief1 on the Title for re.alestate taxes or assessments (mp~d by govemmerltall~thority and created or attaching between Date of Polley and thl!
dale of reoording of the deed or other InstNTlent of tr!lnsfer in the Public Recads that vests Title as shawn in 5d1ed~1e A.
SCHEDULE OF STANDARD EXCEPTIONS
1. 'The Wen of Real Estate Taxes or Assessments Imposed on the title by. a govemmentilla~thorlty that are not shcr.vn as
exlstlng Bens in the records of any taxing authority that ll!vies wcs or assessments on ~al property or In th! public
records.
2, Any Facts, Rights, lnterests, or Claims that are not shown in the publk; recon:ls but that could be a5Ct!rtalned by an
inspection ofthe bnd or by makl19 Inquiry d pefSOrlSln po:s.sesslon Of the lllnd.
], Eas.ements, Claims of ElISements or Encumbrnnces that are not shOlM1 in the public records.
'I, Aily Encroachment, Encumbrance, Violation, Vanatlon, or Adverse drcumstllnce affecting the title Including
discrepancies, cmflicts in bOundary lines, shortage in area, or any other facts that muld be discbsed by an alXurate and
complete land survey of the land, and that are not shO'Ml in the public records.
5, Unpatented MinIng Clams; Reservations or Ellccptions In Patents. or In acts authorizing the Issuance thereof; Water
Righb,Claims orTltle to Water.
6. Aily Lien, a Right to a Lien, for ServiCes, LClI;IOr or Mattrtal theratofore or hereafter furnished, imposed by law ~nd not
shown in the public records.
NOTE: A sPEClMEN CCPf OF ntE POLlCY R:IRM (OR FURMS) WIll BE FURMSHED UPON REQUEST
T1149 Rev. 6-17.06
FIrst Am$kan Title
PRE.SUBMITTAl REC'O
JUN 2 2009
\) ."
PreUmlnary Report
Order No.: 7199-1001705
Page4of4
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 lOS.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 COUN1Y, 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 10
THE PLACE OF BEGINNING, IN LANE COUN1Y, 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 OCT08ER 21, 1940 IN BOOK 206, PAGE 365, LANE COUN1Y OREGON DEED
RECORDS, IN LANECOUN1Y, OREGON, .
ALSO EXCEPT THAT PORTION LYING WITHIN MAIN STREET.
Tax Parcel Number: 0316834
FirstAmt!ricanTlt:Je
PRE.SUBMITTAL REC'O
JUN 2 2009
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WARRAN'l'Y ~
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 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 l05.~ 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 810ck 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 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 490, of the Certificate of Registered
Titles, being Instrument No. 3474, in Lane County, Oregon.
ALSO; 8eginning 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
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 of Springfield,
a municipal corporation, by instrument recorded October 21, 1940, in
Reception No. 88.967. L.ane County Ocegon need Reoords, in Lane County,
Oregon..
PARCEL 1'110: ,
Beg1nn1nq at a point on the South line of the alley running East
and weat between Main Street and "A" Street 2.25 feet East of the
Page 1 - warranty Deed
PRE.SUBMllTAL REC'D
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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 Main 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 leee, 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 l'lain Street and "A" Street and 300 feet East
of the Eest line of Tenth Street in BRATTAIN'S ~DITION to Springfield,
as platted 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 ~ain 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.
SUbiect to a Land Sale Contract, dated October 31, 1972, recorded
March 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 that,they will warrant and defend the above-granted
premises against all lawful claims whatsoever, except as above
stated.
The
$190,OOD.OD.
true. and actua~yonsideration for this transfer is
DATED this ~ day of April, 1976.
, ~ /1 . n-
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Ar l.an H. ~f.i J .-....
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Rose 11. FArmer
,
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COunty of Lane
STA'l'E OF OREGON )
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S9.
On this jfil day of April, 1976, personally appeared the
above-named Arlen H. Farmer and ~o M. Farmer, husband and wife,
and acknowledgoed the foregoing in ument ~be th,ir voluntary
aot and ceed. Before me: " ,...../ ~,
1.2-, . t 'lfl~~
tary--Publio f~'oregon
My Commission expires: >'- ~-. 7':>
Grantee's address: 2278 North 8th Street, Springfield, V~ ~/"',
Page 2 - Warranty Deed (End)
PRE"SUBMITTAL REC'D
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P.e(jlnntnl) H a jlC')tnt ~tch ts 360 feet Ce~t of . point tho&t 1~ 94.S1 f~et
South 40' 40' rut fCQ1ll a point 10~.2 feet "orlh of the ,Southwest corner of
I,he Paul Bratt,ln Oonatlon land Claim no. 63. In Township 17 South. Range 3
West of the w'lta~ette Meridian; rur.ntng theee East 60 feet, mare or less. to
the monument which marks the Southeast corner of 810ck No.7 of Brattalns
^d~ltlon to Spclngfleld, lane County, Ore90n, hefore same ..s vlceted, thence
IIncth 196.3 feot; thence West 60 feet, more or leSS to a point due North of
the heglnnlng point; thence South 196.3 feet 'to the place of beginning. In
l.ne County, Oregon. EXCEPTING therefrom that portion of the ahove descclbed
premises included In ,that eertaln deed wherein Paul Hadley and Pearl Hadley,
hush.nd .nd wife, w..e'Grantor> and the Town Of Springfield, ...s gcantee.
registered In Vol"",e 14. Page 480. of the Certificate of Registered Titles,
being Instument No. 8474.
PARCEL II.
8eglnning .1 a poInt 420 feet East and 206.9 feet Horth of a point that IS
94.57 feet South ~O' 40' East from a point 105.2 feet North of the Southwest
corner of the Paul Brattain Donation land ClatmHo. 63, In TownShiP 17 South,
Range 3 W"est of the III1lemette Herldlan. In lane County, Oregon, and running
thence South parallel "Ith the East line of Tenth Street 2D6.9 feet, mOre or
loss to the f1orlh. Ifne of Main Street In Springfield, Lane County, Oregon;
thence Easterly along lhe North line of Kaln Street 60 feet, thence North
parallel with the East l\ne of Tenth 'Street 210.3 feet, more or less, to a
~olnl 60 feet East of the heglnnlng Point, and thence West 60 feet to the
pl.ce of beginning.. EY.CEPTlNG nlfREFROH that 'certain tcact coriveyed by
Andrew J. Waffle and Stella M. Waffle, husbend end wife, to City of
Springfield, . ~Inlclpal corporation, hy instcument re<ocded Octobec 21,
1940, in Lane County Oregon Deed Records, undec Recorder's Reception No.
BB967," '
PARCEl II i.
Beginning .t . point on the South line of the alley running East and Wesl
hetween Main Street and 'A" Stceet 225 feet East of the East line of Tenth
Sfreet In Springfield, lane County, Oregon, and running thence Ent on the
South ,line of said alley 75 feet; thence Soulh parallel with the East line of
Tenth Stceet I6B,OO feet, more DC less, to the tlorth ltne of Main Street;
thence Wosterly on the florth line 0' said Ha1n Stceet 7S plus feet to a point
. exact1) 225 feet East of the East 11ne 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 Lene County, Oregon.
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BegInning et a point on the South line of the alley running East and West
between l~ln Street and "A" Street and 300 feet East of the Eest line of Tenth
Street In Brattain's Addition to Springfield, in lane County, "regon, as
platted and recorded In Volume 9, Page 6, lane County Oregon Plat Record..
cunning thence Eest 60 feet; thence South 180 feel, more or less, to the' 'iorth
line of ,~.In Street, thence Westerly along the tlorth line of Main Street to a
point due South of the point of begInning; thence North 170 feet. more oc
les$, ~~ the po'~t of beg'nn1ng, in Lane County, Oregon.
PRE.SUBMIliAL REC'O
JUN 2 2009
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. CllURCH DI' TMI, "lTHRDI..IC.IUr.JQU;lU.~IIJ[.XJC"'....aX.bJil.AX..XS.-:1.1l.l::r"UP:llJlU"'~
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"1('\1 owner 1tt .. of tJM tol.Mw1nc d..crUtt4 Pal.... .
The live La.. COYftt, ta. lute aUDbtEld .. fol1"'1
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J:l1:"pe1't.f, peal, 9ft'lIonal and. 1ll1x1ld., tald ~ conn_at-loR th.r'..wlth, 01' be1.d .,
JlCI.leaeed b7 'aJ.d "loc:&! eGner'pt1oft,. ani Ia'J hereafter aeq\l1ro otbn pftpll'tiJ'.
rea], per.ow or abaci in cOnMet1oB tbvGwit.h, (.ll ot .1e1a 18 bIrtrlaa.n.. I'tItll'ftlll
to u tho "Cma.rcbPrvpttrt.1..II), . .
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AJII) MHERSAS.. Uto hnot. aid prbo1pl.. ot t.b!IlIlocal co......pUon" aro .. *....
Of' tlpproYOd 1I"0Il t1m_ to tow b7 the ANNUAL l.',"\&""",,,,"'A or '!HK CJMU:fI 01 _ ;.1,".,110"1 t
(bn'1nAtter I'It.rrN to .. ".lnmAal eonrOI"l1)C:"-), an! th. "10m ClOQIJ'OIIu.oa.- lta ,
laCI\te4 Ln, and 1_ . pan o~ J the DIlmUCf OF OREOOlf"WASHINC'rOM ,.
'tiE CH1JRCH 01' 'IH! 8KE1Hm!:N, Ml"1n&ttGr nt"ITK to 48 t..\e ".J.W:'~t.:..., ..
AIIO WHERr.As, .t.ho.H1d "local COftU'Opu'C'lII" ..., Dr .,. nul" ISIIIndal ....
othu ...bt&nce tJ"Oll 101M ot tho _....01 tho Charch ot th. ~
AWD lfHERr.A.s, "An~l1At COIlI'!UIICP ... euUlorhod t.M adopUon ot . p1.Ia, 01' plana,
lor U\l1 cont.rol or Churdl properu.. "1 tho leGal concncaUOM aM .... D1a\rtm,
and 1t b do.irabl. and 11 to the be~t intonst.. ot t.be aa1d "IDeal ocmarepUort'
thilt oueh a plan be &clopttd I.bd ..tabUohed.
NOW', ...~~.......B:, iDconallllratton.t th. 1'1'1111...; the IlUtual __l1b ..
advtnt.a'II. to be p1n<<1, aDlS tho OWl ot On. I),llar in hand pdd t.ho Id4 -:&0.1
ccoftl!rt(t&tlon" do.. hll',b7 ub kllOWft, dlelar. lord .,rea, at rou..WlI
(1) Tho.aid "local coniftpt.1oa" ho-ld. and 11 ..lUd of t.bI ..u WCIaI:rtIi
P:rllpM't1..- .ubj.ct. to the t...u and pt'Ov101ot1l _GOr.
(2) n. tom.t.. anll prlncipl..ol lob, N1d tlmeal eonptPt1ana &1'0, and lIhaU
be, Ii. 6daptocl &bd eppro... trail t1IIo to U... _ th. ArafU.u. COKI'Ii'NiHCS or tR& CHUlCI
Of nlli B1lE'IIlIISll.
(3) So lone .. \he lai4 "1ooa1 CODIr.,.tton" ahaU 1D1l.tn't 1\1,'" 1)...."t.I.I.
IIELlEI'3, lIlllIlUll... UIIl ...~ll Ill. BOARD CIf' .\RBl:lllA1JlW, h...1not\or pJ'O"IidOd IItr.
.~Jl ha-r. taWJd \0 t.h. cantor."" tbo aa1d -bl:&l eonsreoa.Uon" th&ll ban UIS -.2.
U. 0010 a..s 1&00Ual"'. JIO...indoA, eon\nll, I.~ aad r1cht at dtlJID.:lUoa.t .
. Ule odd .Church Propert1.., tI &ad ob&ll N, fupondblo t-or aU apm:MU' ant
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(.) la eM aveae 01 .....ul:loa. en' aUa,l. dlvtlt:tOeb7 lbe .IS.' -loeo1
conlnlatloa" h~ ,udl a'U.t1IIlDl 'did., thl IIUaci0a4 .ball be ..I4ct." u .
M,\RD or AllItnATIDH to bl calf_e' (a.upc .. hulufter In fD~b) t of .....
...en. tbraill ell h d..l...cd aDd edecced b, '"t1II StAHDDIQ .. ',"""'" f1I tIl& AIIRUAJ.
COtIFEAEICI.',', thAO tll be dldl.tad ad ..henll b, lho "loc:al eoqr...Uoo.." aD' me
..venth ....r to ba dutlll.ud ad ..luud ..., the Ilx ....." th.. dID_U. If tbe
d. ....n tln.' chnn ,hall tair to 1,111& UPOD. Dr f.U co _1auto .... _alec.I,
the ...neb OUIbo1' vttbtn tho ,oded of t1M ..e bJ th. .ubDrll dutpt:..... .
..laced by "THE STAJID CCItUTtU or TBI AlQlUA1. COWJ'DJ3ICI.". (SudI pono' .f eta '
co lie not h.. thcI thil'CY day, atcIII' wrlctan MUca). eb_ tho ....tta ....., .ball
be du1lftatd and ..beud by th .....n .. 4uipat':.' a. ..1MCM 1tr ....
ST4lflUHG CCJH:olIITEI 0' tm ANlIUA"L ~DII~E,"
It tho ..1~ 'Io.al '.'II'OPU..' tIIa1l rdl or aop\ '" dooSp'" ud ..1..'
tho Ill<:lfl.b~n of the BC.UU:l or .lRBl'tR.ltIOU to b. ....i.pt.t4 a.101m. lO'l'. wlthiA
thirty dq. art.,. writton notico 10\0 do Iro. the ~U'. ctod.pmtoll u4 .e1ac\tll
by 1111$ STANDlNC ccua'1'f'G or 1'HI jJj)IUJJ, CotrrlRlUCl,. the 8Q\RI)0I AlIBl'IBAtIOl ahI.U
be eor.tpo.ec1 at umt. II<<lItIln anl7. .....17. t". \breo .-ber'. dulpWd .... Hlootc::d
b,. --nm $TllND1IiO COt"'iITtIi::&: or 'HI AtMlAL COlIf'IaDCZ.II lcUoIl tlIklll\. 01' appnn41D
vr1t.inl bl. . ~crit.7 of the a,-.buo Or \bo 80AHL or AkBU'R.A.'Z'lOR .b&U " WkeQ UI4
C1HMd t.GI b. the action or th~.8QlItD 01 AIUIITRATJOJ'" eIl&11 be b1nd:1l1e:"OO tIlo -1oGa1
C(!l'cr-I.t1onll and thora .u. be no appoal thOl'O:b'aI. .
(5) It 1t .IIoU _0 d_ b1 tho !0IIIIl1Jt ARIIUlIlTIOIl tho, nO dniauoilor
the "local coftl1"a,at.1on" tro:ra web ~............. belUt. II ..."mal ahi DUtlatant.1a1., \II.
-loelLl eon;rept1on'l .311 ounand..r f\l1l end excluaiYO SQ.,oaa1on, o:mt.nl, .......
..nt and rirbt. of 41fi)Ol1tlon of tho odd -church 'roperU... to the N1d -D1.\riot.,.
or U. aoaiDe., an4 .hall .m. vill. at. Ute rt!lqU"" or Uw "Dl.u1Ot.., 1PCIIt. lIDl
dellnt' all dud., .nlptnb, t.nnatcn.nd. ~1II".docW&llnt.. d...... bT t.be liDS_Vie'.
\0 b. ...qudte or netes.uY to eonnr, .al1lD. tl'anltor and 4.U:"1' run end CCIIlp1tt.
tit.I. tol and ac1u.,1v. poole.alon of, ad.cl "Ctnu'ch PmperU...1I to t.o "os.-.nat.,.
or it. IlIDU".
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(6) Upon "bo transfer or toha to1\,1.. to, anl pal....1on or, D&14 ItCbUI'Cb
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and uc1u.l1n pou...ioo. cont.rol, IIIMlilment. &nil ri:aJ'lt at cU.lpc:l11t.1on or M1d.
.C'nU"coh Propert.1u.1II and JU:/ t.ransC.r and lieU"", th. .... to IUd 10lllU CICt","pUon
or the CHURQI OF 1'HE BItE'nIaEJI upon Neb toar.u aat. oand1t.1oJ\1 u ea1c1 t1Dbtr'1ct" ..,.
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lMf r.nllnt)', Orl!9oo. !:ICUTlUr. therefrolll thlt plJrtloA of the abo". dflC1"tbed
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hu~h'nc1 Mil wH~. WPI"t! r,,..ntors M('I the- Town af SpringFIeld, ... V.ntH,
"~gtster~l In hilitilt' 14. ",ge "80, nr the Certtfiute 0' R.egtsttrwrl Tft10,
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thl'ltC~ 5t)II~h IIAr"l1l!'t wfth t.1Il' rAn Hne 0' Ttnth Str~et tn6.' fP.ft, .".. or
I t"ss to tlll~ lIor\h lln! C'If ..,.In ~trtl!lIt 'n Springfield, lftllt CO!,lnt1. 0.-.90";
thl!'flCf rlStf!~I, A10"9 the Uorth 11M of ...," strut fill het, t.hene. fIorth
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th~nc' W~!>t.rly 0'1 t.ke rlorth lint or i.td ",In Str~et 1~ plus het to I patnt"..
,..ctly 225 f~t [1St l)f th-. r.,t 11~e n' Tenth Streeti, tKtended SOuther17i
thent:' flort.h 156.05 feet, !DOre or IflSS, and f'IltrJl1el with t....(lIt IIno 0'
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runnl"!J thenc~ hit 6ft rut.: t~ncl!l SttttUt 100 fHt:, "'on or 1"" to the Iktrt.h
1 'fit 0' ''''iI, 5tr~ti th(l>nc~ W'iurly along the tlCJf'th Hil, of Rifn Street. to ...
ro1nt ,h... Snuth or the 1)OInt .., btt~h,,.lng, thence lIorth 170 feet, trIOrl or
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02/28/200111 :13:87 M
RPR-REST Cnl=l Slnal CASHIER 118
'411.1111 8111.08 811.118
PRE.SUBMITTAL REC'D
JUN 2 2009
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EXHIBIT 'E'
DJ:CLARA'1'J:ON OF RESTIUCTIV'E COVENl\NTS
3tl~
la~
II~
THIS DECLARATION OF RESTRICT;VE COVENl\NTS (Declaration), d8ted
I~ \1-0\ __, 2001, by Lane sl'ielter Care/Ilrethren Housing and its
succes!ors dud assigns (Owner), i~ 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 successor to its rights, duties, and Obligations.
RECITALS:
WHEREAS, OWner is the owner of Brethren Housing'S Fou~
Transitional Housing units of affordable housing (the Project) located
in the ~ity of springfield, Lane County, State of Oregon, more
particularly. described in Exhibit "A~ hereto1 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 42U.S.C. S 12101 et seq., 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 Sill Dollars.
WHEREAS, HOD requires as a condition precedent to the awarding of
HOHE 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 covonants
running with the, land tor the purpose of enforcement of the
affordability requirements of the HOME Progralll,'.as set torth in 24 CFR
part 92; and
WHEREAS, owner, under this declaration, intends, declares, and
covenants that the requlatory and restrictive covenants sat forth herein
governing the use, occupancy, and transfer of the project $nall be and
are covenants running with the Project land for the ~erm stated herein
and binding upon all subsequent owners of the project and for 5udb term,
except as $pecitically prQvided herein, and a~e not merely personal
covenants of OWner; and
DECLARATION OF RESTRICTIVE COVENANTS
Page PRE.SUBMITIAl REC'O
JUN 2 2009
IIII
.,1
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"
.
WHEREAS, the Project's units will be eligible far rent by
qualified low-income tamilies for the full term stated herein;
DECLARATIONS:
NOW, THEREroaE, 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
fallows:
SECTION 1 DEFINITIONS
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
otherwiae.
SECTION 2 REPRESENTATIONS, COVENANTS AND WARRANTIES OF OWNER
OWner hereby represents, covenants and wa~rants as follows:
(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."
(b) All HOME-assisted units shall be subject to the affordable rental
housing requirements of the HOME program far the term of the
Declaration~
(c) The units will be available a. HOME-assisted rental units for
occupancy by 'qualified low-income families and subject to all other
applicable affordabi1ity requirements of the HOME Program far the full
term stated herein.
.
(d) Subject to the requirements of the HOME program and this
Declaration, Owner may sell, transter, 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 intere5t
therein, that such acquisition is subject to the requirement. of this
Declaration and to the requirements of the HOME 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 ather'
person fails to assume in writing the requirements of this Declaration
and the atfordability requirement. of the HOME program.
<e) owner will, at the time of execution arid delivery of this
DeclaratiCln,have good and marketable title to the premises constituting
the Project, free and clear ot any lien or encumbrance (except
encumbrances created pursuant to thi~ Declaration, any loan documents
relating to the Project or ather permitted encumbrances).
(f) Owner warrants that it has. not and will not execute any other
Declaration with provisions contradictory to, or in apposition 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 COVE~TS Page
-2-
'PRE-SUBMITTAL REC'D
JUN 2 2009
"
"
.
.
",
conflict herewith.
SEC'nON 3 TERM OF DECLARATION
(a) This Declaration, and the Terms' of Affordability specified herein,
apply to the Project immediately upon recordation, and OWner shall
co~ly 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 Co~letion,
unless HOME Program affordability restrictions are earlier terminated
due to the occurrence of any of the followinq events. (1) forectosure,
(2) transfer in lieu of foreclosure, or (3) assignment of an FHA insured
mortgage to HUD.
SECTION 4 RECORQING AND FILING; COVENANTS 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 juriediction 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 itself 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,
occupancy and transfer of the project (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
project) and its respective successors and assions during the term ot
this Declaration. owner hereby agrees that any and all requirements or
privileges of estate are intended to be satisficd, 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 thereot shall expressly provide that
such conveyance is subject to this Declaretion; provided, however, the
covenants contained herein shall survive and be effective 'regardless of
whether such contracts, deed, or other instrument nereafter executed
conveying the Project or portion thereot provides that such conveyance
.is subject to this Declaration.
szcnON 5 ENFORCEMENT 01' AI'FORDABLE 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 frogram. City. together with owner, may
execute and. record any amendment or modifieation of this Declaration and
such amendment or modification shall be binding on third-parties granted.
~ight9 under thi8 Declaration.
DECLARATION OF RESTRICTIVE COVENANTS Page ~3-
PRE-SUBMITTAL REC'O
JUN 2 2009
J
-..II ,"11...1
I 1111
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.,
(b) ~ner acknowledges that the primary purpose for requiring
compliance by Owner with restrictions provided in the Declaration is to
aSSure compliance with the atfordability requirements of the HOME
progr8lll, AND BY REASON THEREOF, OWNER IN CONSIDEAA'rION FOR I\&CEIVING
HOME INVESTMENT PARTNERSHIP FUNDS FOR THIS PROJECT HEREBY AGREES AND
CONsENTS THAT CITY SHALL BE ENTITLED, FOR ANY BREACH OF THE PROVISIONS
HEREIN, AND IN ADDiTION TO )ILL OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY, TO IINFORCE SPECIFIC PERFORMANCE 8Y OWNER OF ITS 08LIGA'rIONS
UNDER 'rHIS DECLAAATION IN A sTATE COURT OF COMP&'l'ENT 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) 'rhis Declaration may be enforced by city or its designee in the
event Owner tails 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 MISCELLANEOUS
(a) Severability. The invalidity of any clause, part, or provision of
this Declaration shall not affect the validity of the remaining portions
thereof.
(h) Notices. All notices to be given pursuant to this Declaration
.hall be in writing and shall be deemed given when mailed by certified
or registered mail, return receipt reque.ted, 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 O\Iner:
John Tamulonis
City of Springfield
225 Fifth street
Springfield, OR 97477
/Io\"~6 IIJI~ef>, CHPJ\Q,
C.\!\!Y:M IlF J}I;"~~ .
Il'I'7'2. MAul sr. ~'~1*"T1
This' Declaration shall be governed by the laws of
and, where applicable, the laws of the Dnited States
To City:
(c) Governing Law.
the state ot Oregon
of lU1Ierica.
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: GtWQ.Uo\ of 'n&-. gtL&~~
By: fSJIlIIA"~ A.~If~' -
, (
Title: 6~-C06 ~
I
CITY,,^. I , Ii\. r.1 ,.A/"
By: \ r \~ I.,/"-{e-- ~ ^
Title: city Manager ~
DECLARATION OF RESTRICTIVE COVENANTS Page -4-PRE-SUBMITIAL REC'O
JUN 2 2009
II.. I I
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STAT& or OREGON
) ss.
)
T- OFflCIAI.SEAL
RlITH REeIl
NOTARY PlJllI.lC.OIlEGON
c()NMl5SlOll NO. 336361
hl'I cOMMlSSlOH ElCl'IREll SEPf 10. 2014
!;j.. ...__ ._.......;o-a....... ..a--L.J.......,~......uM....o-J
County ot L.sne
Personally appeared
2001, the above name
foregoinQ instrument to
is ~~~ day of
, , and
e h~s er voluntary act and
4~~~
Notary ublic for Oregon
My Commission EXPires:' ?.6h4
STATE or OREGON
) ss
)
County of Lane
Personally appeared the above named Mike Kelly as city Manaqer tor
the city of springfield and acknow~~~ed the t~g instrument to be
his voluntary ect and deed on this ~day of ~ ' ,
2001. - <.J .
~.I,!L ~. (.I"Xll APJ't..)
Not Y public for Oregon
My ommission Expires: ".1-0 \
(I DfACIILSfA!.
JUUE A. WllIDIl
NllTllIYPJiIlJC..OIIlGOH
CllMNlSSllH NO. 3Il2611
tlfCOMMlSSllNilMS J\JI.Y I. 2001
J
I: \DOCS\DECLARATION OF l'.ES'PRICTIVECOVENANTS.DOC
.
DECLARATION OF RESTRICTIVE COVENANTS Page -5-
PRE.SUBMITTAL REC'O
JUN 2. 2009
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER mLE COMPANY
THiS COpy OF ASSESSOR'S MAP IS PROVIDED SOLELY TO ASSIST IN LOCATING SUBJECT PROPERTY, NO LIABILITY IS '
ASSUMED FOR DISCREPANCIES IN THIS MAP PS OUTl.INED AND THE ACCOMPANYING LEGAL DESCRIPT10~A TIAL RECIO
. MAP # 17033541 04600000 PRE-SUBIVII
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First American
F/m Amerlan Tlt/B Insurance O:Jmpsny of Oregon
600 Country Cub Road
EUQe!nc, OR 97401
Phn, (S41)4B4-2900
Fax, (541)'la+7321
/
FOR ALL OUESTIONS REGARDI~G THIS P~EU"'INARY REPORT. PLEASE CONTACT:
John Bossard, Title Officer
Phone: (541)484-2900 - Fax: (541)484-7321 - Email: jbossard@firstam.com
First American Title Insurance Company
200 SW Market St, Suite 250
Portland, OR 97201
Order No.: 7199-1001673
Manch 13, 2007
Attn: Lori E. Weber I Nlkl Carlson
Phone No.: (503)795-7616 - Fax No.: (503)795-7614
Emall: nmcarlson@firstam.com
Re: NCS-284614-0R1
Preliminary Title Report
ALTA Owners Standard Coverage LiabiUty $, TIlD Premium I
AL TA OWners Extended Coverage Liability $ Premium $
AL TA Lenders Standard Coverage liability $ PremIum $
AL TA lenders Extended Coverage Uability $' Premium $
Endorsement Premium $
Govt Servlt:e Charge Cost $ 50,00
Oth<r 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,
I
and as of March 05, 2007 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 fonm and,
the following:
1, Taxes, including the current fIScal year, not assessed because of "Religious" Exemption, If the
exempt status Is tenmlnated an additional tax may be levied, Account No. 0316842,
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,
This report i,for the exclusive use of the parties herein shown and Is preliminary to the issuance of a
title inf>urance polley and shaJJ'b~mevojd unless a policy Is issued, and the fuR premium pa''PRE..SUBMITIAL REC'O
JUN 2 2009
(
"
PreUmi~ary Report
Order No.:,7199-1001673
Page 2 of4
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, 1988 In Reel 1503R, Reception No. 88-09349
4, Declaration of Restrictive Covenants, Executed by Lane Shelter Care/Brethren Housing, and its
successors and assigns, and the City of Springfield, Including tenms and provisions thereof,
Recorded: February 28, 2001, Reception No.'2001-Q10620
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 w~h Its By-Laws and pursuant to the discipline of
any parent church or regional/national organization with which ~ may be affiliated. Evidence of
said authority should be submitted prior to recording.
- END OF EXCEPTIONS -
NOTE: Taxes for the year 2006-2007
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!
First American T1tJe
'PRE-SUBMITTAL REC'O
JUN 2 2009
"
PrelimInary Report
Order No.: 7199-1001673
Page 3 of 4
.' ..... ~~,
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First American Title Insurance Company of Oregon
SCH~DULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POUCY (06/17/06)
The followlllO matters ate e>epressly excluded from the Wlerage of this policy, end the Company ....;11 not pay loss or damage, costs, attorneys' (ellS, or
el<pl!lIses that arise by reason of: . .
1. (a) Any law, ordnance, pemlit, or pcvemmelltal re~ulaticm (indudingthose Il!lating to building and zoning) restricting. regulating. prohibiting, or
R!latingto
(I) the Qccupancy, use, crenjo)tTIent of the Land;
(il) thecr.aracter, dinenslons, or location many Improvement erected on the Land;
(iil) Ihesubd;...lslon oflandi or
(iv) environmental protectJon;
or the effect r:i any violation "of these 1a'M, ordinancfls,. or governmental regulations. This Exdusion iCe) does not modify or limit the coverage
provided under Covered Risk S.
(b) Any governmeotal police pO'lNl!r. This Exclusion l(b) does rlotmodly Ilr limit thl! !;OVerage provided urlder Co'~ered IUsk. 6.
:t. Rlghls Ilf ernlneflt domain. This Exdusioll does not modify or limit the (overage provided under Covered Risk 7 or B.
J. Defects, liens, encumbrances, adverse dalms, 01" other matters
(a) created,suffllred,assumed, orllgreed to by Ihe Insured damant;
(b) not Known to the Company, not recorded In llie P\Jblic R~ordl at Date of Policy, but Known to the Insured Claimant and not disclosed in writing 10
the Company by Ihe Insured Oairnant prior to llie date the Inwred Clltmant became iln Insured under this pol;r;y;
(c) resultinginnol~ordllmllgetothelnsuredClaimllnt;
(d) attad1ing or created subsequent to Date of Policy (however, this does not modify' or Imit the coverage prO\(lded under Covered RIsk 11, 13,or 11);
"
(e) resu~ing In loss or darnagethat would not have been sustained Iftne InSured Clainant had paid vlIllIe for the Insured Mortgage..
4. Unenforceablllty of the lien of the Insu1l!d Mortgage because oftf1e Inabllly or failure of an Insured to cOmply with applicable doing-busJness laws of the
state where the land is situated.
S. Invalidity or unenforceab~ity In whole or in part of llie lien of the Insu~ Mortgage thlt arises out Ilf the transaction evidenced by the Insured Mortgalle
andisbasedupcnlJ'Suryoranyconsumercreditprotectlonortruth--ln-lei'ldinglaw. .
G. Any dam, by reason of the operation of federal bankruplcy, state Inso~enCy', or similar creditors' tights laws, that the transaction creating the lien of tf1e
Insured Mortgage,is
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential trallSfer for any reason not stated in Covered Risk 13(b) r:lthls policy.
7. Any lien 00 the Title fur real estate taxes or assessments imposed by governmental authority and created or IItl:l1chlng between Date of Policy and tf1e
date of relXlrding of, the Insured Mortgage iI1 the Public Records. This Exdusion does flol modi'y or limit the coverage provided under CO....ered R.Isk ll(b).
ALTA OWNER'S POUCY (06/17/06)
The follO'Nlng matters Ilre expressly excluded from the covera!;!e of this policy, and the Company will not pay loss or damage, costs, llttomeys' fets, or
expenses that arise by reason of:
1. (I) Any law, ordinance, 'permlt, or governmental regulation (indudlng those relating to buikling and zoning) restricting, regulating, prohibiting, or
" relllting tQ .
(I) the occupllncy, use, or enjoyment of lI1e Land;
(i) the d1aracter, dimensions, or locatiOl1 d any mpfQvement erected on the Lancl;
(iii) thesubdivisjon of land; Or
(N) enllkonmental protection;
or the effect of any IIiolatiorl d these laws, OI"dinarlces, or 9(lvenmental regulations. This Exclusion"l(a) does rlot modify or Imit the covenge provided
under Covered Risk S.
(b) Ariy goverMlental POICll peINe/". Th!s Excluslon l(b) does not moMy or linlt the coverage provided under Covered Ri5k. 6.
2; Righti of eminent domain. This Exdusion dOI!S'notrnodify or lmit the coverege provided under Covered Risk 7 or 8.
3, Defeets, lens, enCtJmbrances, adverseclalms,orotherrnatters
(a) created, suffered,aSS1,lmed, ora!;reed to by the Insured Claiman!;
(b) not KnO\NJl to the Company, not recorded In the Public Records at Date of Policy, but Known to tf1e Insured Claimant and not disclosed In writing to
the Compllny by the Insured Clamant prior to the date the Insured Clamant became an Insured under this policy;
(c) rl!SUltinginnolossordamagetothelnsuredOaimlnt;
(d) attaching or created subsequent to Date of Policy (however, th!s does not modify or lmltthe covel"llge prCJolided uncler CO'w'ered Fl.lsks 9and 10); or
(eJ resuling in lossOT damege that would not have been sustained if the Insured aament had paid value for the Title.
4. Any dam, by reason aftheoperatlon of federal bankruptcy. state Insor..rency, or slm~er credl.:orS' rights IlIws, that the transaction vesting the TItle as
shown in Sehsdu1eA, Is
(a) atraudulentconveyanceormudulenttransfer;or
(b) a prefllrentlal transfer for any reason net stated in Coveted Risk 9 of this policy. .
S. Any lien on the Title for relllestate taxes or aSSI!S9T1ents imposed by governmental ilUthOrity and created or attaching between Dille of Policy and the
date of rea)rding of the deed or other instn.ment of transfer in the Public Recocds that vests Tttle asshown.ln Schedule A.
SCHEDULE OF STANDARD EXCEPTlONS
1. The Lieri of Real Estate Taxes or Assessments imposed on the title by a glWemmental authority that are not shC1ffll as
existing liens in the record$ of any taxing authority thiJI: levies taxes or assessments on I"lal property or in the public
_nl.
2. Any Facts, Right!>, Interests, or Clainslhat are not $hown iI1 the public recorrls but that oould be llscertainedby en
Inspectionctthe land or by making inqulryd persons In possession of d1e land.
3. Easements., Claims of Easements or Encumbrances that are not shown in the public records.
4. Any Encroachment, Encumbrance, Violation, Variation, or Adverse CIrcumstance affecting the title including
diwepandes, conflicts in boundary lines, shortage In e1l!a, or any other facts that would be di$cbsed by an ec:curate and
cc:mplete land survey of the land, and that are nol sho...." in the public records.
S." Unpatented Mining Claims; Reservations or Exceptions in Patents or In acts authorilil'\9 lt1e issuance thereof; Water
Rights, Claims or Title to Water.
6. Arry lien, or RIght to a Uen, for Services, labor or Mate.rlal tharetofore or hereafter furnished, Imposed by law ilnd not
sho'Ml In the public records. .
NOTE: A SPECIMEN COPY OFTHE POIlCY FORM (OR FORMS) v.!ILL BE RJRMSHED l.IPClN REQUEST
1] 149P.ev.6-IHl6
first AmeriCan Title
PRE.SUBMITIALREC1D
JUN 2 2009
.,
Preliminary R.eport
J
Ord8 No.: 7199.1001673
Page 4 of 4
Exhibit "A"
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 TliAT IS 94.57 FEET SOUTli 40040'
EAST FROM A POINT 105.2 FEET NORTli OF TliE SOlJTHWEST CORNER OF THE PAUL BRATTAIN
DONATION LAND CLAIM NO. 63, IN TOWNSHIP 17 SOUTH, RANGE 3 WEST OF TliE WILLAMETE
MERIDIAN, RUNNING TliENCE EAST 60 FEET, MORE OR LESS, TO THE MONUM ENT WHICH MARKS THE
SOUTliEAST CORNER OF BLOCK 7 OF BRATTAIN'S ADDmON Tq SPRINGFIELD, LANE COUNTY,
OREGON, AS PLAnED AND RECORDED IN BOOK 9, PAGE 6, LANE COUNTY OREGON PLAT RECORDS
BEFORE SAME WAS VACATED; THENCE NORTli 196.3 FEET; TliENCE WEST 60 FEET; MORE OR LESS TO
A POINT DUE NORTli OF THE BEGINNING POINT; TliENCE SOlJTH 196.3 FEET TO TliE PLACE OF
BEGINNING, IN LANE COUNTY, OREGON. .
EXCEPTING: THAT PORTION OF THE ABOVE-DESCRIBED PREMISES INCLUDED IN TliAT CERTAIN DEED
WHEREIN PAUL HADLEY AND PEARL HADLEY, HUSBAND AND WIFE, WERE GRANTORS, AND TliE TOWN
OF SPRINGFIELD, WAS GRANTEE, REGISTERED IN BOOK 14, PAGE 480, OF THE CERTIFICATE OF
REGISTERED T11lES, RECEPTION NO. 3474, IN LANE COUNTY, OREGON. '
Tax Parcel Number: 0316842
FirstAmt!fic8n7it/e
PRE.SUBMITTAL REC'O
JUN 2 2009
~ \
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#44~
WARRANTY ~
FOR VALUE RECEIVED, ARLl\N H. FARl>IER and ROSE M. FARMER,
husband and wife, herein referred to as grantors, hereby grant,
oargain, sell and convey unta HOWARD E. ZINK, herein referred to
as grantee, the following described real property, with tenements,
hereditaments and appurtenances, to wit:
PARCEL ONE:
~eg4nn4ng 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 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 l~orth 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 portion of the above-described premises incl.uded
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, 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
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
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 West 60 feet to the place of beginning, in Lane
County, Oregon.
EXCEPTING THEREFROI.I; That certain traot 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
Reception No. 88967, Lane County O~egon Deed Records, in Lane County,
Oregon.
PARCEL TNO:
Beglnnlng at a point on the South line of the alley running East
and West bet_en Main Street and "A" Street 225 feet East of, the
Page 1 - Warranty Deed
PRE.SUBMITTAL REe')
JUN 2 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 I,~in Street 75 plus feet to a point
exactly 225 feet East of ,tha 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 Wesi: between 1,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, 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 ~orth 170 feet, more or less, to the point of
beginning, in Lane'County, Oregon.
Sub;ect to a Land Sale Contract, dated October 31, 1972, recorded
March 15, 1975, Reception No. 75~0805l, 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 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 ~onsider8tion for this transfer is
DATED this ~ day of April, 1976.
, - 7 0-
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Ar.Lan H. ~~n. ."J)~
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Rose If. FArmer '
STATE OF OREGON )
) ss.
COunty of Lane )
On this .if! day of April, 1976, personally. appeared the
above-named Arlan ft. Farmer and Rol;:' Farmer, husband and wife,
and acknowledged the foregoing in wnent i-,o b~th ir voluntary ,
act and deed. Before me, . '/tT-;-' "
. I otari iYub,UO r Oregon -
My COIM\1ssion expires, ;'- f' 7_~
Grantee's address: 2278 North Bth Street, Springfielu, vR ~/.II.
Page 2 - Warranty Deed (End)
PRE.SUBMITTAl REC'D
JUN 2 2009
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p'.~lnnln9 ,l , l",'nl ""'ch Is 360 feet (ast of a pQlnt "hH It 9a.S1 feet
South 40. '40' East from a pQlnt,105.2 feet Horth of the SOuthwest corner of
I.h. raul BraUaln Oonation land C14lm 110. 63, tn To,,",hlp 17 South.. Ranoe 3
~Iest of the loHlIamette 1-1ertdiani rur.n'tng thee! East 60 feet, more 01'" les!, to
the ,nilnument ""Ich, "",rks the Southeast corner of Block No. 7 of BratuI..
Ad~\tlon to Springfield, Lane County, Oregon, he fore ,ame ..s vacated; thence
north 196.3 feot; thence West 60 feet. more or less to a point 'due north of
the heginnlng point; thence South 106.3 feet to the place of beginning, In
Lane county. Oregon. ,EXCEPTING therefrom that portion of the ahove described
premISes Included In,that certain deed wherein Paul Hadley and Pearl Hadley;
hushand and wife, were Grantors and the Town of Springfield, WllS grantee,
registered in Volume 14. Page 4BO, of the Certificate of Registered Titles,
being Instument Ho. 8474.
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8eglnnlng at a point 420 feet East and 206.9 feet North of a point that Is ,
94,S7 feet South 40. 40' East from a point 105.2 feet Horth of the Southwest
cOrner of the Paul Brattain Donation Land Clelm No. 63. In Township 17'South,
~ange 3 'west of the Wl1hmette Meridian, In lane County" Oregon. and I'Unnhg
thence South parallel with the East line of Tenth Street 206.9 feet, more or
less .to the north line of Main Streettn Springfield. lane County, Oregon;
thence E"ter1y along the Horth line of',Matn Street 60 feet; thence Horth
parallel with the, East line of Tenth Street 210.3 feet, more or less, to a
poInt 60 feet East of the hegfnnlng poInt, and thence West 60 feet to the
place of beginning. EXCEPTIHG TIIEREFROM that 'certain tract conveyed by
Andrew J. Waffle and Stella H. Waffle, husband and wHe, to City of
SprIngfield, a ..,nlclpa! corporation, by Instrument recorded Octoher 21,
1940. in lane County Oregon Oeed Records. under Recorder's Reception No.
8B%7. .
nMCEt Il r.
Beginning at a point On the South line of the alley running East and West
between MaIn Street and "^" Street 225 feet East of the East lfne of Tentll
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. tn the tlorth line of Main Street;
thence Westerly on the lIorth lfne of satd Haln Street 15 plus feet to . point
exactlJ 225 feet East of the East line of Tenth 'Street If extended Southerly;,
thence Horth 156.05 feet. more or less. and parallel with the East line of
lenth Street to the place of beginning, In Lane County, Oregon.
PAIlCEl IV.
Beginning at a pOint on the South llno of the alley running East and West
between llaln Street and "A" Street and 300 feet East of the East line of lenth
Street In Sratt.ln'. AddItion to Springfield, In lane County. I.regon, as
platted and recorded In Volume 9, Page 6. lane County Oregon Plat Records,
running thence tast 60 feet; thence South 180 feet, 1I10re or less, to the 'iorth
lIne of 14aln Strer.t; thence lIesterly along the lIorth line of Main Street to a
point rlue South of the poInt of begtnnlng; thence Horth 170 feet, more Or
1 US I ~o, t.he po1.nt of beginning, in L~ne County", Oregon.
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enURCH Pf THE .IETMREM .u::.x......._....UOr.kXX....XX...X.Q.K.....l.lll:..1Jtx.....-l.W-~,11r.aw--- .
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1"1("\1 owner 1ft te. ot the tollav1fta dnmbed FC....
tho tho Llftl Cl)u.ot, to lot. "'-kEd'" faU...:
11-03.15-41-04600
11"'03-n"'1-OUOO
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alto uovn .. I062..10!6 Kaia 1&., sprlolnlld, Oropn,
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PT..,pel"t.7, 1'..1, ,penonal and Jld.aed, 1lI~ 111 C'onneouon \hiWO..th,or bo1cIi Dr
po.,...td. b7 .&.14 "local eorllh'tatJon,. and .., he,.eatt... aaqql.rt oUllII' ," '" . , J
rcial, l""IOnal or ed.xed in connection tbU'GWitll., (aU. ot 1lid.cb 18 bonI.aaft.. ""un4
to lUI ~e "Ch\U"Ob Pl'Opart.1...),
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. A/lll1JJlllllEAS, u.. '''''' and Pr1nd.p1.. .t "'" .10ca1 ......._"""" ... .. odosIkS
or DPPJ'O'll'1Id l7'OIJ t-J._ tQ U.lII bT tJt. ANW.u. "'l,I,I':..IolIoI,'Wlo a' tHE CMCB 01 !III ,U;!""III"LI ,
(h.re1na.tt4r reterred to 81 "Annual CoI'lt.reac'lIII), ard th. -local ODlI.p"apu.o.-. U
locI\ted lA, and b. pelrt. or, the DDrIUCr Of' ~"';iI~l'NTlfcto. ~
1I'E CHtlRCH 0,. H 1IIITHRlm, hare1.nat\ep ..rtft"Tel1 w ,,~ '.:.Ao "'iUb~"'"'P, "\
AIID WH!:IU:AS, 't.b. N14 -~"-l. COlI(ropt.1CtII- hal, 01" ..,.' reoeI..... t1ftIaoW aid
ot.h.. ".h\ano. trail ... of ~ boanle or u.. Cbv;b of \hI,,,, ~:" '.1 .
AIID WJbEAs, "Ae:.v.\L CO..~..............,..lolo' tta. &uthoriSId t.h. adDpUoa of . plan. ... pleu,
tor. and leDI'\t.rol or Church proplIl'U" b, tho kcd COnartpUoftl AQ:l ~ DlIWin..
IIr.'! Ute dtl.lrablt a'rld 18 to the be..' 1ntahllt.. ot UIo &lid -1oe&l '''''If' 'I,. ..1.on"
t,h,st luch a pl&n be aclap"~ and ..teWlMclt .
JlCW, '1'HIi:RD'OM, 1D (lonoUwatba or \.h. rrlll,bu. tbI JlUlUll lteatlU. IDll .
ac2vUlt.aS"1 to bt p1nod., and th, '\11 ot One o,Uar in bud: paU, the Mid -lotll1
ct'fte;rtgatlon. doe. bulb)' CIte- knDvn. d~l:la.ro lftlI &608, .. .rou.tfI.
(1) Tho..U "local conCroC&t1oal' hold, and 10 Iat._ at tlwI N1cl -CIIRoti
PropffU.." .ubj.et to the t.ftU am plVYi.1onl b....r.
(2) 'rho t..n.t'l.td prindpla ot \11,..14 .]Qc.al con,npUoft'l 'anI Otd Iba1l
be, 41 adapted and lpPt'Dnd I1"CMI t1a. to u.. b7 t.h., 4t1iU.u. CO&..~...,. or. tHI CNURCII
Of Il!E 8Ili1HUlIl.
(3) So lone a. u.. .WI .1ooal. co_oU_ IIloll ob...... ..._ IIlItlIl!llII
BtllErS, anet wo.. and \Ift\U th, B)UD or ARBI'mAncw, hnoln&ttll" pi'oftd_ ,....
_hall haY. round to tho Oont.rU7, t.h. aa1d -local coftlho:attoA- ahaJl ban ud "'01'
tho 0010 -.1'14 uclUS1"1O JIO.....ioA. control, IMI '.' 0'.." &114 rich' ot ctt.potS:UoD ot .
ttl. IIdd "Chw-ch -f'roperU..,. and oball .. r"'poMlbla t. d1 --.. II'lIt
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(it) fa ehe ....ut of dadaUoD, 01' .U.... '..bCin b, tile ..111 "low
conlrD.oUaa" bOIl ouch IlnHID ..lhf.. the '1uaUl.. lball r.e ,"ldu",w .
MARD or AlBttaAllQH to ba c,""oo.' (..CllpC u hulnaftar lac fonb) I of .noII
.....1'11 t tbree co be duilnlu4 .. ..bct"- by ..till: S'UtlDltIC CClDtlttll ,. ftl AJIRUAL
eOtlFU.INCE". th"a. ta be dedluto' III. ..l<<eo. b1 Ch. IIlocal c:ooanptullI.. aftd tho
..yaach .-.b.~ to b. d..iJData. aD' ..l.cta' II, lb. a1. -..b.~ chu. ebDlea. 11 tba
flh .....u.. thUl" cho.n .hd1 f.b co .,"_ "POD. or faU co ...S....ta ad .411oct.
c.ho ..v.nth .....t vtth1l'l tb. period'of ct. ..c b, tho Maben ..:l.pae....... '
.,loc cd by "tin stAND CCHfITTU or ru U!'VAl. CGetnlDlCt." (Ia ponod .f C~_
to be not 1... cheal thitty ".,.. .ft... .,rieuR DOcie.). ChilD tbo ......0 ....... .h.l1
.. du11lq:td and aduud by the ....n a. 400tpatd ... oelee".. ~ ""!II. .
stANDtNC COHl1t1'tEl or tSI!: ANNUAL CGlfJ'DIII:t."
It tit. .01. 'local '"....pUcla. IIIal.l flU or "'111'" lo _...."'.. ..1ft.
tile lItCIlb!lnor \ft, BCARD 01' ARBlWtICIB to b. 4.l1cna"14 and Mlaetecl '" 1\, v1Ul1a
tl\lrtf dql an.r wr1tten notic. eo to do lra. the IUIlIHrO ctaolpl'W4 and .tal_nod.
by "TI<E STA/lDINC COI'IIlTml OF Till _L C_,' tit. BOAJUl 0'1 AIlIlI'IllAtIOIIlIIal.l
b, conpot~ of t.hru .db.I'I'o~. nu.1t. t.he tbrto "wI.cledplW Inll Hl..\04
b7 "THE 51.UmING COtGrrii or THI AtDNA!. COI.,,_..-...l....o;... hUon takan. ... epprom b
W1"1t.inS br. a caJorlt..y of \ho II_ore ot \he BO"U(I, or AW'IRA'tION .ball be take.. ud
OnlUMt to be tht &ctiDn of ti\~ BOAJlD or ARB1TR4T1OJ1, .Mall be 'b.l.ftd1.nc 4It U. .1lMal
c("I'170SI.Uonlt and thu. IIhall be no ."..:& Ch.,.rr..
CSl It 1t .".U ~. _ by tIl. SClAIIIl 0'1 jJU[('IllAnOll tho& tIl. dmaUlm or
tho "local coftC!'.saUon" tro:a. WQ 8RE1HRD "tUft. i. _t.oriAl &nil a.ltarI\ial', \b.
:lloell cOql"Ol&\1onlt .!'tIU 8UI'fthi.,. t\all It'd IQtclubo po.....ioa. 00Dt1'D1, ~._
..nt ud rirht ot dllpol1.\1cn or the .&14 "Qa\U'ch PropertJ.... t.o Uto add -D1etriG\..
or th noldrt.... anll .hall and ldU,at. tho roCl'M'\ at '\ho. '01aWUt.. tIQCSI1;. AlIi
dtUnr aU d..d., ,..1pYU1\ts, t.tanarere and ,~.:r.cSOG\llM~' 41.... b)" tu IlDi.\r1c:t..
1.. ". rtq~dt. or n'l:DUar:r to C1:lm'OJ', a..lan. ,raNIl.,. INl 4.11nr tnU and ccap1.U
nu. to, ani crolla.be poll"Dllon ot. AU "CINrch PRlptt'UII" to 10M .DlI\rS.ot.flI
or it. nordAM.
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(6) Upon th. tr&rr,rar ot th '1U1 to, W J'O....!on 01, Mid .Cbunb
Pro".rU... to th. Hid "Diat-rict,. .nd....W "District" .haU bI.... and "0' ""_18
and 'JIlc1\&d.n ~.U'I1CIl:ll, ~nt.ro1.. manaa__t. lIIiii r1a11t. of c118poir:li.10a. of aU
.Church '.operti.o,u and lDiI7 t.n.n.r.,. and. cle1bN'tit. ..... toG 1\1011 lDwCIClncnpUon
01 t.he CHtQlQt OF na; BRE'11!HEN v.pon Neb to'D' an:l ectrd1t1ana .. Kiet II'Diet.rtce.- ..,.
tI... edY.S._.ut.
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ulctly 22S ftct Ea<st of ttll! rut Ill'll' nf Tenth Streit t, extended South,rly;-
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PRE~SUBMI1TAL REC'O
JUN 2 2009
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EXHIBIT . '.:'
DtCLl\RATION OF RESTRICTIVE C01/BN1lN'rS
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THIS DECLARATION OF RESTRICT)VE COVENANTS (Declaration), dated
1-1'-0\ ' 2001, by Lane slielter Care/Brethren Housing and its
successors and assigns (Owner), is gi~en as a condition precedent to the
award of HOME Investment Partnerships (HOME) ~rogra~ tunds by the city
of springfield (city), a political subdivision of the state of oregon,
toqether with any successor to its rights, duties, and obliqations.
RECITALS:
WHEREAS, OWner is the owner of Brethren Housing's.Four
Transitional Housing Units of affordable housing (the Project) located
in the City of Springfiel~1 Lane county, state of oregon, more
particularly described in Exhibit "A" heretol and
WHEREAS, city has been designated by the U.S. Department ot
Housing and Urban Development (HUD) as a Participating Jurisdiction in
the HOME Program pursuent to ~2 U.s.C. S 12101 et seq., 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 rour Thousand
Forty six Dollars. .
WHEREAS, HOD requires as a condition precedent to the awarding ot
HOME Program tunds that OWner execute, deliver and record this
Declaration in the otficial 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 ot enforcement of ,the
affordability requirements of the HOME program"as set forth in 24 CFR
Part 921 and
"WHEREAS, Ownez, under this declaration, intends, declares, and"
'covenants that the regulatory and restrictive covenants set forth herein
goverping 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 owners" and
DECLARATION OF RESTRICTIVE COVENANTS Page
-l)RE-SUBMITTAl REC'O
JUN 2 2009
IIII
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,
WHEREAS, the Project's units will be eligible for rent by
qualified low-income families for the full term stated ,herein;
DECLARATIONS:
NOW, THEREFORE, in consideration ot the promises and covenants
hereinafter set forth and of other valuable con5ide~ation, the receipt
and sufficiency of Which is hereby acknowledged, owner and City 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 CFR Part 92, unless the context requires
otherwise.
SECTION 2 REPRESENTATIONS, COVENANTS AND WARRANTIES OF OWNER
owner hereby represents, covenants and warrants as follows:
(a) The project constitutes or will constitute a qualified Project as
defined in 24 eFR 5 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 aubject to the affordable rental
housing requirements of the HOME Program for the term of the
Declaration.
te) 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 HOME Program for the full
term stated herein.
(d) Subject to the requirements of the HOME Program and this
Declaration, ,owner may sell, transter, 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 ~he 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, transfer, or exchange of the project or any
HOME-assisted portion of the Projeet it the buyer or succe~5or or other
person fails to assume in writing the requirements ot this Declaration
and the affordability requirements of the HOME Program.
(e) owner will. at the time ot execution and delivery of thia
Declaratiqn,have good and marketable title to the premises constitutinq
the Project, free and clear of any lien or encumbrance (except
encumbrances created pursuant to this Declaration, any loan documents
relating to tho p.oject or other permitted encumbrancoe).
(f) Ownor'warrant~ 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 a. to the rights and
DECLARATION OF RESTRICTIVE COVENANTS Page
-2PRE.SUBMITTAL REC'D
JUN 2 2009
"
-',
conflict herewith.
.'
SECTl:ON 3 TERM OF DECLARAT:tON
lal This Declaration, and the Terms of Affordability specified herein,
apply to the Project immediately upon recordation, and owner shall'
comply with all restrictive covenant. 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: (11 forectosure,
(2) transfer in lieu of foreclosure, or (3) assignment of an FHA insured
mortgage to HOD.
SECTION 4 RECORDING AND FILING; COVENANTS 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 jurisdiotion 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 itself 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,
occupancy and transfer of the Project (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, pressnt or prospective tenant of the
p~oject)and its respective successors and assigns during the term of
this Declaration. OWner hereby agrees that any and all requirements or
p4ivileges ot estate are intended to be" satisfied, or in the alternate,
that an equitabl~ servitude has been created to insure that these
restrictions run with the ~roject. For the term of this Declaration,
each and every contract, deed or Qther instrument hereatter executed
conveying the project or portion thereof shall expressly provide that
such con~eyance 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.
SECTION 5 ENFORCEMENT O~ A~roROABLE HOUSING REQUIREMENTS
(a) OWner covenants that it will not knowingly take or permit any
action that would result in a violation of the affordability
requixement5 ot the HOME ~rogram. City, together with Owner, may
execute and record any amendment or modificatlon~of this Declaration and
such amendment Q~ ~oditication shall be binding on third-parties qranted
r1gh~s under this Declaration.
DECLARATION OF RESTRICTIVE COVENANTS Page -3-
PRE.SUBMITTAL REC'O.
JUN 2 2009
II IIII
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(bl owner 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 MIlSON TH!:REOF, OIlNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PARTNERSHIP FONDS FOR THIS PRoJECT HEREBY AGREES AND
CONSENTS THAT CITY SHALL BE ENTITLED, FOR ANY BREACH or THE PROVISIONS
HEMIN, AND IN ADDiTION TO ALL OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY, TO ENFORCE SPECIFIC PERFORMANCE BY OWNER OF ITS OBLIGATIONS
UNDER 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 damages in the event of any default hereunder.
(c) This Declaration may be enforced by city or its designee in the
event OWner fails t~ satisfy any of the requirements of this
Declaration.. It 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 MISCELLANEOUS
(a) Severabilitv- 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
shalf .be 1n writing and shall be deemed given when mailed by certified
or reqistered mail, return receipt requested, to the parties hereto at
the addresses set forth below, or to such other place as a pazty may
from time to time designate ~n writing.
To OWner:
John Tamulonis
City of springfield
225 Fifth street
Springfield, OR 97477
flltll/l.4e WI ~66,41A\~
~~ 'IF 1.\\;'.~
11\'7-2. MA1J A:r. ~'~1*'1'1
To City:
(el Governinq Law. This Declaration shall be governed by the laws of
the .State of oreqon and, where applicable, the law. of the United state.
of America. '
IN WITNESS WHEREOF, owner has caused this Declaration to be signed
by its duly authorized representative, on the day and. year fir~t abo~e
written.
OWNER:t:.lW~ OF'T\I-iSU~
By: ~U"AA.JA.J... t.\ -
. , '
Title: 6~-C06 ~
('
:::Y(Y\.U-A-. ~.
Title: City Manager, ~
DECLARATION OF RESTRICTIVE COVENANTS Page Pf<E.SUBMITIAl REC'O
jut--! 2 2009
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County of L~ne
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i _ ClF1'ICIAl.SEAL
RutH REED
NOTARY pul!IJC.OMOON
, COMMISSiON NO, 336311
, MY COMMISSION eJCPIRES SEPr '0, aG04
STATE OF OREGON
Personally appeared
2001, the above named
foregoing instrument to
.is /?,V/I day of
, and
e h s er voluntary act and
/......-'/ 4.d
~~PUbllC for oregon
Ky Commission Expires: ~~~~
,
the
STATE OF OREGON
County of Lane
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)
Personally appeared the above named Mike Kelly as City Manager for
the City of Springfield and acknow~~~ed the f~egoing instrUment to be
his voluntary act and deed on this ~day of ~~
2001. <J
. P~j't..:)
Y pub ic for Oregon
ommission Expires: <1-1-"\
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cot.lMIIiSOl NO.3OllltS
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DECLARATION OF RESTRICTIVE COVENANTS Page -5-
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER mLE COMPANY
THIS COPY Of ASSESSOR'S MAP IS PROVIDED SOLELY TO ASSIST IN LOCATING SUBJECT PROPERTY, NO ~~~UBMITIAl R( e'l)
ASSUMED FOR DISCREPANCIES IN THIS MAP AS OUTLINED ANO THE ACCOMPANYING LEGAL DESCRI ';:;;" '
MAP # 17033541 04700000 I
JUN 2 ZOOS
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PirstAmerica.n
F'nt Amerfan Title InMHanctl Company DfOregon
600 country Club Rood
Eugene, OR 97401
Phn. (541)484-2900
Fax. (S41)484-n21
FOR A.I,L OUESTIONS REGARDING THIS PREUMINllRY REPORT. PLEASE CONTMd;
. John Bossard, l1tle Officer
Phone: (541)484-2900 - Fax: (541)484,7321 - Email: jbossard@firstam.com
First American l1tle Insurance Company
200 SW Market St, SuIte 250
Portland, OR 97201
Order No.: 7199-1001592
March 12, 2007
Attn: Lori E. Weber I Niki Carlson
Phone No.: (503)795-7616 - Fax No.: (503)795-7614
Email: nmcarlson@firstam.com
~1~OC)
Re: NC5-284601-0R1
Preliminary Title Report
AL TA OWners Standard Coverage UablHty $ TIlO Premium $
AL TA Owners Extended Coverage UabiHty $ Premium $
ALTA ~nders Standard Coverage liabiHty $ Premium $
ALTA l.!nders Extended Coveragl: Uablllty $ Premium $
Endorsement Premium $
Govt _Ice Charge Cost $
otheI' Cost $
TBO
5ll,QO
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 March 05, 2007 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 Religious exemption. If the
exempt status is tenmlnated 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
Ihnits of streets, roads and highways. '
This report is for the exclusive use of the partl~ herein shown ilnd Is preliminary to the issuance of nRE.SUBM\TIAl REC'O
title insurance policy and shalf become void unless a pclky is !$sued, and the full premium paid. r .
JUN. 2 2009
"
PreUminary Report
Orner 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 08, 1988 In Reel 1503R, Reception No. 88-09349
4. Declaration of Restrictive Covenants, Executed by Lane Shelter care/Brethren Housing, and its
successors and assigns, and the City of Springfield, including terms and provisions thereof,
Recorded:' February 28, 2001, Reception No. 2001-010620
5. lltie 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 2006-2007 NO TAX DUE
Tax Amount: $NO TAX DUE
Map No.: 1703354104800
Property lD: 0316859
Tax Code No.: 19-00
Situs Address as disclosed on Lane County Tax Roll:
1062 Main Street, Springfield, OR 97477
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
FIrst Amekan rd1~
PRE-SUBMITTAL REC'O
JUN 2 2009
,
.
Preltmlnary Report
Order No;: 7199-1001592
Page3of4
~
~
First American Title Insurance Company of Oreg~n
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALTA LOAN POUCY (06/17/06)
The follow'lng matters are expressly excluded from the COVllnlge of this policy, .!I1ld the Company Will not pay loss or damlge, costs, attorneys' fees, or
expenses that arM by reason of;
1. (a) AA'( law, ordinanCll, permit, or governmental regulation Ondudlng those relating to buiiding Ind zoning) restricting, regulating, prohibiting, or
re\atlngto
(I) the occupancy, use, or enjoyment of the Land;
(I) the character, dimensions, or IlXation of any improvement erected on tM Landi
(~l) the subdIVision of land; or
(iv) environmentalprotectJon;
or the effect d any vlolatlm of these Jaws, ordinal'lCes, or govemmel1Ull regulatioos. Thi$ Exduslon 1(1I) does not modify or limit the coverage
provided under Covered Risk 5.
(b) Any goyemmental poUee pOWI!r. This ExclusiM I(b) does not moclly or limit the awerage provided under Covered Risk 6.
2. Rights of emlnerrt domain. This Exdusion does not modify or limit the coverage provided under Cwered RlsJc 7 or 8.
3. Defects, liens, encumbrances, adverse daims, or other matters
(a) created, ~fl'ered, assumed, or agreed to by the Insured Oaimant;
(b) not Known to the Company, net recortlcd 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.Oa'rnant prior to the elate the Insured Clamant became an Insured under this policy;
(c) resulting in no loss ()( dama9!l to the Insured Claimllnt;
(d) attachin!:l or cruted subsequent to Date of Policy (however, this dOllS not mod~ or Ihllt the coverage prcwided under Covert!:d Risk 11, 13, or 14);
.,
(e) result!"9 in loss or dalT\c'lge that would not have been sustained if the Insured Clamant had paid value for the Insured Mortgage.
4. Unenforceability of the lien of the Insured Mortgage because of the InabBty or failure of In Insured to comply with applicable doIn!:l-business lam of tt'It!
state where the Land issitullled.
5. Invalkllty or unenforceab~ity 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 bued upon usury or any consumer credit protection ortl1Jttl-In.lendln!:llaw,
6. Any dain,.by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the tnlnsactlon creatln!:l the lien cfthe
Insured Mortgage,is
(a) afraudulentcilnveyance O(fl'1ludulenttraMfer,or
(b) apreferenbaltrllnsferforanyreasonnatstatedinC~eredRiskl3(b)DfthisPDllcy.
7. Any lien on the Tttle for real ~ate talCes CI( assessments impos!d by !:lovemmental authority and clllated or attaching between Date of Policy and the
date of reccrdlng of the rnsured MortJage in thePubl;c Records. This Exdusion does not modify or limit the Wlenlge provided under Coverecl Risk 11(b).
ALTA OWNER'S POUCY (06/17/06) ,
The foIl0Y0ing matters ~rt!: expressly excluded from the COVl!n1ge of this policy, and the Company will not pay loss or damage, tiiSts, attorneys' fees, or
elCpensesthatarise by reason of; .
1, (a) Jury law, ordnance, permit, or governmental regulation (including tho~ relating to building and zoning) restricting, regulating, prohlbltflll, or
reJatlngto
(I) theoc:cupancy, use, or enjoyment afthll lllnd;
(u)the cf1arader, dimer'lsions, or location cfany irnprovementerected on the Land;
(iii) the5ubdIViiJon oflandi or
(iv) environmental protection;
or the effet:t of any violation d these laws, ordinances, or govemmerllllJ regulations. This exclusion l(a) does not modify or Imft the coverage prwided
under Covered PJsk 5.
(b) Arty gavemmental po~ce poWer. This Exdu~on l(b) does not modify or limit the coverage provided under Covered Risk 6..
2. R~hts of emilllilnt domain. This Exdus!on does I'IOt modify or limit the coverage provided under Covered Risk 7 or B.
3. Defecb, &ens, encumbrances,.advers.o claims, or other matters
(a) created,suffered,assumed,orllgreedtobythelnsuredClaimllnt;
(b) not Known to the Company, not recorded in the Public Records at OllIe of Poky, but KnQ'M\ to the Insured Claimant and not disdosed in writing to
the Company by the Insured Daimant prior to the date the Insured Clamant became an Insured under this policy;
(c) resultirlginoolossordamagetOthelnsuredOalmaot;
{d} attaching or created subsequent to Date of Policy (nowever, this dOl!$ not modify or Imltthe coverage provided unGer Covered R1s1t$ 9 and 10); or
(e)' resulting in loss or damage that WOlJld not have been suiita{neo' jf the Insured darnant /ad paId value for the TrtJe.
4. Any cIa;n, by reason d the operation of federal bankruptty, sl:~te Insolvency, or Sim~n cl1!!dllor5' rights laws, that the tranSlldion vesting the Title as
shown In Schedule A, is
(a) afraudulentconveyanceorfraudulenttransfer;or
(b) a preferential transfer for any reason n~ stated in Covered Risk '9 of this policy.
S. Any lien on the Title for real estate taxes or ass6$Sl'rients. imposed by govemmentalauthority and created Or attachIng between Datil of Policy and the
datil of recording of the deed or other Instrument oftransler in the Public Records that vestsTltIe as shown in SChedule A.
SCHEDULE OF STANDARD EXCEPTIONS
1. The tien d Real Estate Tax~or Asses&Tlents mposed on the title by II goverrvnental authority that are not shown as
existing lieM In the records of any taxing authority thllt levies taxe5 or lIssessme~ on real property or in the public
recards.
2. Any Faets, Rights, Interests, or Claims that are not shown ~ the public records but that eculd be ascertained by an
In'Pllction clthe land or by milking inquiry d persons in pOS$USlon of the land.
3. Easements, Claims of Easements or Encumbrances that Ire not shown In the public records.
~. Any EncrOlld1ment, ErlCumbr<lrlce, Violation, Variation, or Adverse CirclKnstance affectlr.g the title mludlng
discrepancies, conflicts in bcundaryJlr\eS, sI1atage In area, or any other faels that would be discbsed by an accurate and
,ccmplete land survey of the land, and that Ire not shown in the publiC records.
S. Unpatented Mining Claims; ReMrvllllOl\S or Exceptions in Plltimts or in acts authorizing the issu~lrlce thereof; Water
Righb, Claims of TJtle to Water.
6, Any lien, or. Right to a l!en, for Services. labor or Material tI1erctofore or hereafter fumi~ed, imposed by laW and not
shoWn In the pub!icrec:ords.
NOTE~ A SPECIMEN CQlY OF1l1E POllCY R:>RM {OR FORMS)Vv1LL BE fURNISHED UPON ReQLEST
11 14~ Rav. t1-17-06
Rm Ameriam 71t/1!
PRE.SUBMITTAl REC'O
JUN 2 2009
Pre5minary Report
Order No.: 7199-1001592
, Page 40f 4
Exhibit "A"
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 AND 300 FEET EAST OF THE EAST LINE OF TENTH STREET IN
BRAlTAIN'S ADDmON TO SPRINGFIEW, AS PLATTED AND RECORDED IN BOOK 9, PAGE 6, LANE
COUI'ffi', OREGON PLAT RECORDS, RUNNING THENCE EAST 60 FEET; THENCE SOUTI-l180 FEET; MORE
OR LESS, TO TI-lE NORTI-I LINE OF MAIN STREET; THENCE WESTERLY ALONG TI-lE NORTI-I LINE OF
MAIN STREET TO A POINT DUE SOUTI-I OF TI-lE POINT OF BEGINNING; TI-lENCE NORTI-l170 FEET,
MORE OR LESS, To TI-lE POINT OF BEGINNING, IN LANE COUI'ffi',OREGON.
EXCEPT THAT PORTION LYING WITHIN MAIN STREET.
Tax Parcel Number: 03168.59
First AmMcsn 1!f1e
PRE.SUBMllTAl RECIO
JUN 2 2009
_. "
# '-/L+~
WARRANTY ~
FOR VALIlE RECEIVED, ARLAN II. FARMER 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 corner of the Paul'Brattain Donation Land Claim No.
63. in Township 17 South,' Range 3 Nest 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.
EXCEPTING: That portion of thll 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 l4, Page 480, of the Cllrtificate of Registllred
Titles, being Instrument No. '3474, in Lane COW\ty, OreCJon.
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 West of the
Willarnette 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; thenee 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 beCJinninq, in Lane
County, Oregon.
EXCEPTING THEREFROI,I: 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
Reception No. 88967, Lane County oregon Deed Records, in Lane County,
Oregon. .
PARCEL TNO:
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
Page' 1 - warranty Deed
PRE.SUBMITTAl REC'D
JUN 2 2009
..9
.
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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, 16B.00feet,
more or less, to the North line of Main Street; thence Westerly
on the North line of said Main 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 beginning, in
Lane County, Oregon.
ALSO: Beginning at a point on the South line of the alley running
East and West between I'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, running thence East 60 feet; thence South IBO 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.
Subiect to a Land Sale Contract, dated October 31, 1972, recorded
March 15, 1975, Reception NO. 75~OB05l, 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, whi.ch grantee herein assumes and
agrees to pay.
~ubject 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 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 aatual ~onsideration for this transfer is
DATED this ~ day of April, 1976.
. Auan H. i~;jf~;e~
-'~~~~~;~ .--
Rose /'1. FArlIIer
STATE OF OREGON )
.) ss.
County of Lane )
On this fl!' day of April, 1976, persOl\ally appea~ed the
above-named Arlan a. Farmer and ~o M. Farmer, husband and wife,
and acknowledged the foregoing in ument;"o b~~ir voluntary
aot and deed. Before me:, . YTt-:-' _ -r.: .
....'!:~
Dtary rUD.L10 0 Oregon .
My Comrniuion expires: :/. ,'. 7.~
Grantee's address: 2278 North 8th Street, Spr.l.ngfield; pVR"E_, S"U'BMitTAL RECIO
Page 2 - Warranty Deed lEnd)
JUN 2 2009
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8091nnln9 .t . ,,,,tnt ""Ic~ Is 360 feot E.st of . point t~.t " 94.S/ feet
Snut~ 40. 40' E.st from. pol nt 105.2 feet Harth 0' the South...st corner of
I,he P.ul Br.t',.ln Don.tlon L.nd ClaIm I/O. 63, In To,,"shlp 17 South. R.nge 3
~Jl!st' of the Wllhmette Meridian; ru,,"1ng thece East 60 feet. more or less,' to
the ~nument which morks the Southeast corner of Block NO. 7 of Bratt.lns
^dn;t1onto Springfield, Lane County, Or~9on. hef~r~ same WlS Vlcatedi thence
tlorth 1'36.3 fect; thence West 60 feet, ,"ore or leis to a po1nt due ttorth of
thP. he91nnlng point; thence South 196.3 feet to the place of beginnIng, In
L.ne County, Oregon. EXCEPTING ther.from'th.t portion of the obo.e d.scrlbed
premises 1ncluded in that certain deed ~ere'n Paul Had1ey and Pearl Hadley.
h"sh.nd and w1fe, ""re Gr.ntors .nd the To,," of SprIngfield, was grant....
registered In VoluMe 14, Page 480, of the Certlflcete of Registered Titles,
being Instument No. 8474.
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PARCEL (I.
Beglnnlng.t . point 4~0 feet Eest and 206.9 feet NOrth of . point th.t Is
94.57 feet South 40. 40' East from a polnt,105.2 feet NOrth of the Southwest
corner of the Paul Br..tt.ln Donation L~nd ClaIm NO. 63, In Township 17'South.
Range 3 west of the Wllhmette Mer1dlan, fn t.ne County, Oregon. .nd nAnning
,thence South p.ral1el with the East I1ne of Tenth Street 206,9 feet, mare or
less to the tlorth line of Main ,Street In Springfield, lane County, Oregon;
thence [osterly .long the North line of Haln Street 60 feet; thence North
paral1el with the East l1ne of Tenth Street 210.3 f..t, more or less, to a
point 60 feet East of the OOginnlng point, and thence West 60 feet to the
pl.ce of beginning. EXCEPTING nIEREFIlOH,th.tcertaln tr.ct con.eyed by
Andrew J. \laff1e andStel,la tI. Waffle,. husband .nd wife, to City of
Springfield, 0 municIpal corporation, hY Instrument recorded Octoher 21,'
1940, 1n lane County Oregon OeedRecords, under Recorder's Reception No.
8B967. . .
PARCEL I JI.
Beginning .t a point On the South line of the al1e,y I'1Jnnlng E.st .nd West
hetween Maln Street .nd "A" Street 225 feet E.st of the Ea.t line of Tenth
Street In SprIngfield, L.ne County,' Oregon, .nd running ,thence East on the
Southlln.of said alley /5 fee.l; thence South parallel with the East lfne of
Tenth Street 168.00 feet, more or less, to the tlorth I1ne of tlaln Street;
thence Westerly on the lIorth line of sold Haln Street 75 plu. f.et to a point
. exact I, 225 feet E.st of the East 1Ine of Tenth Street if e.tended Southerly;
thence North 156.05 feet, mOre or less, and p.r.l1el with the E.st lhie of
Tenth Stre.t to the pl.ce of beglnnfng, In Lene County, Oregon.
PARCEL IV.
Beginning .t ,'polnt on the South ltne of the .ll.y running East and West
between 11IIn Street .nd 'A', Street and 300 feet Eut of tbe East line of Tenth
Street In Br.ttaln's Addition to Springfield, in Lane COunty, ~regon, as
platted and recorded In Volume 9, Page 6, tane County Oregon Plat Records,
running thence East 60 feet. thence South 180 feet, mare or less', to the 'iorth
line of Haln Street; thence Westerly along the Horth l1ne of MaIn Str.et to ·
, point due South of the point of beginning. thence North I/O feet. more or
. less, to the pofnt of begtnntng. in Ulne. County. Oregon,
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CHURCH or 1'Hf: IJf.TMIEM-.otll;ll..JUUUlkkUUll.Il.UXUIlUOt..XXlUCJUlX.X.UJIaJIUUUUU..._......
'..nry........nuyn. here1J\t,f'i-u' :retllft'~ to aD tho "IoClJ, eoflll'Op'Uon.,1I 1. t.he
It)t,, ClWfteCO i'l .. ot tho rol1Dwt.nc d..crs.bt<l JII"-....
1", fiv. L.t..e Count, ta. tOte nu.boud ... fallow.s'
l7-O)-)5-'1-04600
17-0J~JS-'I"D6100
11-o)-)J-41-061OO
17.03-J'''4'-06~1
1'-O'-3'-.1-D4'~BOZ,
.t.o tAowa .. 106%-1096 Main St., Sprialli.ld, or_SO_,
.tt.~b.d to tbl. do~t.
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to,.\ll.n 1dth ~. 1..""..,., ....".... thohOn, ancl u.. f\lnUtvr., ~1bS.ap.......
pr.IJpert1.ra.l, perlonal and 1I1xe4, liIleI 1n coan.eUon tbllf'~'h. or t.1d ar
P=!.....ed. b7 .a1d -laCu. con.poepUon,- and .., hI~tt.er Ic.qu:t.rO ot.blr ," ',I ~"
rGd, PUIOnal 01' D1xtd in c~nneet.1oa tberlWf.tb, (aU at *.dl1a b1r1l1M.l't.el' ,,,.',
to ISO tho "Ctw.ftb. Propon.t...).. .' .
AJfD WHIiaiAS J u.. .tenet. aid prtMlp1.. or tb:e .1o~ CICI.......Uaftll ... .. ..-.I
or a.pp.rondl lJ'OSI tliM to t.iII. b.7 u.. ANW.u. ......,1t__0I' .9 CIMlClf OT 1XI iisiiiii;-
(bf're1nlltter r.t.ned. to .1 -.l.nmaal ContfJ"e'QCI)"), .... the -10M! ""1,1' '" u..- u
laCl\~ In. and 18 . part.. 01, t.be DIStRICT or .. RRr&Q".-VAllJIMQ.TOJI "
",t CHURCJf 0" 'nil .......0:-..1. hue1ratUr ft. '. ~.... W 1111 thO -li6:I'OI,lC'l-,
AID WHI::IUtlS, tho oa1d t1~C&1 conuept!ou. bal, 01' 1IIll7' nul", ftMaaia1 and:
other aol1.tann troa 1OfI. ot '\h. ~ .ot t.I.. cmu-.b or \bo Brethrer&J
"lID VH!Rr.lS. "Afl~JJAL COIU'DENCr hit, authoJ1.nd U.e .dopUon ot a p1an. or p1ae.
tor and cont.rol at CluJreh propeM.1.. b7 tho local eoner.pu.on. Md t.ho DUtriot.o.
.. an~ it. 18 dol1ra.blo Ind 1e to \.h. ~t 1n".r..t. ot th. Mill -brc.a1 aonareptton"
tJ~L ll&Ch a plan bO t.dop\.od and ..t&bU-W, . .
Hal, nmm:ro.RE, 1ft oont1dua.Uon or tlIo rr_s...o, ~ lliutual ~to ..
advt.nt."3lil'1 to be p1Jled, eM. tho .. or One Dollar 1n ha.nd pa1~1 t.h. ...w a1oea1
OC'Jll!lrcpt.lon" do.. h.,.eb1l1t.k:o knovn, dlclaro UII &\&1'1_, .. loUD"',
(1) Tho 11&14 "J.oea1 CIClI"IP'lpUoa" b)lds aDd 10 101&1d ot t.IMl .au "CIaIit'cIti
'rcpft'U..- lubJoet. to tho tonu .nd preY1l1oa. h_.f.
(2) %h. t....to .ld F1ndpl.. ot tII. .aid '10.01 '.."..pUo';' &I'!. 0'" IhoU
be, 110 adopted .1Id. oPFO~ Shill tiJu. to u.. b7 till. AtIfU.u. COIU1RINcE Q!' 'IHJ CHUACII
Of nil "m.....,,,',JIj...
(J)50 lons .. th. ot.U -local. cona...pt.ton- wu ob...... aueb _.......
8E!J&T:Ji, anr! UI'Ile.. and ~tU \Jae .row CI' WI'I1lAnc.w. hordnanol" p.."".. _.
.ball have tound \0 'Ute con\.rU7. t.b. 8&14 "bc:a1 eoncreOltloA" Iha.u bI..,. .. ~
thl ~l. and. oaal\lB1... JlO.....loa. eon\Nl, ~ &!XI l"1sht at cI1lPDo1\ioa ot
the nld .Cl'nlZ'ah Propertl..,1. and abaU bo "uponolble l"Or au ..........
llab1U tin 111. IOmKt.1DD. tharOW1Ul.
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(6) . te cho _hI: of de..1.t1... 01' dl_*o' lImnl.. b, dae ..U -local
conar..acIOD" b_ .lICh IJt.a1DlU'.U.,.. the "Q"c1DGO ,ball". ....n_ CO .
~RD or AAlURATlCH 1:0 ba c.o-.OlId (."cqC .. bulut'll.. IK tanh), 0' .-_
....er., &hl'.. to h cle.slutd .u.cI .01"c" It1 "tBE StAJIIDlltC CCIOIlttKI Of 'lDIAlImaI.
CONrERENCE", dane to b. ded._tad ... ..heed by the ''local Cft&n..u....t" .nel Ch.e
.'u:cath .._.r to h dutpaUd .d .,lut.cI ., the III ....en Ih... ..... 11 die
tlt. .....n lb.' Ghoua thoU leiI' to II"" \IPOD. or tlU Co ..tlaeCll ... ,o1ecl,
the ..vuth ..ebel' within tho ,odo' of u.. .a' by tho __an .......u... .
..loced.by ntH! STAHl) CfltUnD or till AIIMVAL COIf1IUIICI." (luelt padCHI of d_
to .. not 1... ~ Chhty da,. aft.r "riUo" .UCI). thn tho ..,.cb ....1' ,bBll
b. de~ilnat.d and ..l.ct.d by the .-Db.co I. ...1ID8C1' to' .-1ac~ ., ~
ST_INe COIOllntS or TlI1 AIIII\lAL CClIf_l..
It the u1d "local ecqr.p.Uea." tball ra1l 01' M&1Ht. to dNtpu .... teleot.
tho ,. M"'"," of t.M BCARD or ARBl'tRAnQlf to ... 41.1pU4 and aa10ctild 1I7 U, "!.told"
thirty dll11 after' witton notie. ea \0 do lroa the 1Il__' d...s.pUd. u4 le.1oot.c:d.
by OITt$. StAKDDlG Ca-ltI1'I'EE: or THS AIlNUlL.._.,,-~,1I \Ito BOARD DI' AD8I'JIlATlOIIbIll
" COf]J)Ostld or t.hn. ._or. onlJ', "MlIlI17, t.he thno . "'. ". 4..s.pt.4 In:l HlHU4
by -nut STAJmINO COf".i1~ OF THE .ttDnlAt c......._.........~. A.ctio" taken, or .,p1'lt'I'OCl1a
writ-ine b1, . .:.aJor1t.y Dr tho llllllberl or \M BCl4Rb or AUI17UTJ.OI eha11 be taPa aDd
d"lIe4 to be tn. act.1on or t.tt. B(WU) Qt' AlSITIlAT101f, IhaU be biDdizIc 011 \II. -1ooa1
c:erJ:"pUonll arid t.h.re IIhaU b4 no.ppeIJ. \1 ,.. ,"'.' .
u) It it ....U b. d..._ b7 tIlo IlQAllI) OF AIUlJftAnCll tJ>aL VI. 4..t.UoD or
ttr. "10<<1 eo"""..pt10n" rr02l ....0 llIN.o,ulNlft MU.t. .h 11&""-&1 ud n1tlt.uUa1', \be
"loeal eonv-pt1onn .~.U lNn"WIlo, t\IU tnI uolurivo ,.,....a1an., evntlllJ., .c:w.na..-
llI.n' and nlbt or dUpooitlon or the u.1d ach~ 'l'opol1.1... to tile Mid. IID1,f.rIe'\,-
121' -it. noa1uo, aDS ,hall and. wUl, at. the POllU..'" Df tM 1I0b'U'b,1II aecate AId
..llver .11 deedl, Aulgr:aonh, t.raMt.!". ..nd o~r. dgQwun\. d.... 1lrt' the -ai,Viot-
to bo r~.U. 01' n~.'''''' to eon..,., oaeien, \I'onotu and 4eU"nI" h1l ead co=p14ot.
t1U. to,anll cxolu.i.v. po.....ion 01., ,dd "Church 'I'DpllrU.eell '" tohe "DbVic\,"
(lr 1', ftDaln...
j
(6) Upon tho U-..nd.r or t.h. tU18 to, IIIIS po..oulon ot, ,d4-ChlIrWI
'roJ"rU... to t.he ..a1cl"Diltrict," and.oai:J 11D1,tr1ct" ,hall ha",o .nIl aidoJ' tile DOlo
and exd\ll1vo pounaicnl eontl"Ol. II&nalCl*1t W r1sht. at d,1spo.1tloft ot 'laid .
.Church ll'Ope"1..," and 1lIq tran.r.r Incl r:l,.Uv,," tho .... to luob )Q;al ;ancnaat.1on
ot the CHURCH or 'DE BJ\E'l'H81If upon llIc.b t.r.u &nil oand1UoM .. M14 "DlI"t.rs.ot,- ...,
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tvlv. CJ&\&Iied \hII'. pn,.te \0 "' RlI",aecut4d, and' 'eUnNll tId... ..,
of , 19__' .
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CIIUlICH at THI ';"',~,I~I:,.~ .. . ....
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tJ_glr.nlng .t 01 p"lnt IIMeh Is 360 rtet [1St D' I point thll h 94.57 'Ht
5"'ltll' 40. 40' [nt fro", A """"t lD'S.l felt Itorth or the Southwelt corner of
!JUI r"ll~ Arllttl!llll /)l)tlo1t.1on LAn'" (1,,1.,. flo. GJ. III Township 11 South, nlnge. ]
\litH'" the- 1It1lalll!'tte l~rtdl.1n: rl'nnlng thtct hst 60 (eet, -ore 01" len, to
tM IfIOn\.lltent. wf'lfch ll'II,.k" the !(lIltt'~A\l carner "r 810ck "0. 1 of Or,U,tns
M'llltfon to SrJrlngfll!!lrf. 1.<4'"1 r.".,nt:y, Ort!!lon. hefGrt UmII .., YKltld; t"l'JCe
tlnrth 196.3 fe1!l. theRe. Hl!!st 6Q 'nt, 1IIOr. or ItS! to. (JOInt due north of
t."e hegll'ln'n9 point. tllenn ~utlr If)f'j.3 't!!'t to the "hce af btgtnntnv. fn
l"n, (Ol,"t)', Or'!!'l]'Im. r.lcrrUlfft thC"l!rraM tJw.t f'l'Jrtll1R of th. Aba,. d@scrtNd
l'reflllsp.'li Inc1!.lifcd In that cpr-tlln tfr~oI "Ierefn r'al "'dl., .and Purl IlIftl.y.
hu:o;htntl /Inri wlfil!. ""rp r...."t.or~ "..,rl thll' Town or SrJrf"\JtI.ld. WlI trantH.
..eghte..ed I" Vollll1M! 14. P'ge 400. n' the C.rtlfic,te 0' A.eglsttored titl.S.
belng Instl-enl Ho. 9414. '
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Rt'glnnflltJ' ill , poInt 4Z0 rlet rut and 2nl5.9 f"t Uarth or I petht that "
9".51 het 't)1Jth <1n- ..,n' fISt f""" a J'IOint 105.2 'het North 0' tl. Sout",,"t
(l)"'II!I'" or lht' riJIII nrathln DOli"'. 1 1)11 l'M Chi... rlo. 63, In Township 11 South,
n:"'UI~ J ";;"t nf lh.. lItlllP1ftt.!!' I\?..',fllln, In lAne County, nre90n. .nd nmntn9
t.h"l~cl! Srlt,UI 1'....."lll!t wHh ttle ran. tine 0' Tentll Street 2'"5.9 fHt.!IOr1 or
leH to tll~ Ilort.h line nf fo\atn Strfll"t In Sprtllg"lld. ll". County. Orega,,;
thl!nCI! r"stll!rlJ .II)Jl9 the rttll"lh 11M of AI'n Street (it) het; thence !tort"
1Io1'lIl1ft1 wtt.h thr. r..,t lint' nr tl!nt.h Strut. :nn.3 feet. IIIOre or Ifll. to .
poInt ~o (~t F~~t or the ~glnnfn~ ,~'nt. and t~Pnc. ~,t 60 felt to ~
"lolee,n' b~tnnln9.' Elf.(I'rlfIG lIf(llrrltO" that cerhtn tract con.,,,yed by
Andrew ,J.. Wilrrle Illrl 5t.elh r1. "'iItfflf!. hu,t.a'Mf "'nd w'h, to tit,. of
Srdngftlfld. ill ",mlctp,l corpQr:i31tlnn, by fnnr~",\ reco,.ded tktob1l,. tit
194Q, tn t.anll COU'lt,)' 0".90n Oeil!ct Atcnnll. unde" f1t<l)rdt,.IS bc.efJt,lmr rto.
!lR9.,.
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PMCCl' 111.
fteljlnll'n!l ."t .. rnlnt nn th~ 'South line af the alley running ElSt 4nd Nest
"et.tft!!n '1"' Ie itJ;"it ,'II..(J .r ~~':&A&.. ::!lS f'el!t. [Ast of the East' Unit of.Im1b..- .
,S.l.r.w.._JIl Jflr'nQI l!1~.lIl.an. ~~ijii'[Y. 1'"'9011, o1ftct runnl"9 thlfftCt r.ast cii""'Ilie-
~ne of !oiI111 /l11fY 75 feet. tlmnce- SOtlth flIral1el wtth the ElSt Ifn of
lfnth Strel"t 16".no feet. mGre nr leu, to the r~orth lint of Hallt stre.tl .
thc!r,cl!! W~'5ter1y GIl tht narth tt", ~r saId naln Street 1S' plus f~et. ,tll . ",,'nt'"
e~.~tl, ZZ5 feet East of th~ r'~t Itne n' Tenth Street 1t extlnded SGuthl,ly;
t"'rnr.e lIor-th 156.115 feet, IIOre or Ins. ,net ('o'lrallel wtth the hit line of
T.nth Street to the pl,ct of beginning. In Line Count,. OrIVOA.
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Re91nntng at a point on tht South line nr the alley runntng [tit Iftd WIlt
h.tWetn '.ldn Stre~t end -^. Sf;rtlllt. IInd JOO feet [ut of the East ,,,,. of Tenth'
Str~et .tn Rrattatn1l "'!dlttOft lo Sl'rtnoneld, 1n lan, Coullty. Of'tgoll, " .
phll~1'I .nd reeord~ In VnllJM 9. rage 6. lint Calmty ON900 Plat RlCo",t.
runnfn9 t.henc~ [..st 6f) reet; thfonc~ SoutPt 100 feet, more Dr' 'flit to the ftt),.th
lint! 0' r.,1n St"!'I'!t; U,pnce W"Urly ,I9n9 t.hl! IIrwth ltae o' Rain Street to . .
ro1nt ,lilt Sntlth of the 170lnt nf b1!~lnftl.ng.. thence r10rth 170 flet. ll'IQre 01'
1.!S~ to the rotn~ of begln"lng, 'n l'nt COunty. oregon_
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Division 0' Chis' Deputy Clerk 2111118620
Lona County Doods end Recorda VU OW
IJIIIIJJIIIIIIJlIIIIIIIIIIIWIllIIIIIIIIIIIIII $61.18
00 U971200100108211l0081l1J84 II'l
. ~/28/2e01 11:13:87 Aft
RPR-REST Cnt.l Stn"1 CASHIER 18
841.00 $10.00 811.18 ,
PRE-SUBMITTAL RECID
.
JUN 2 2009
,
~
EXHmI~ '):'
DECIJ\RATION OF RESTRICTIVE' COVENl\1lTS
3()~
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THIS DECLARATION OF ~ESTRICTJVE COVENANTS (Declaration), dated
I, 11.0} , 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 (HONE) 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.
I
RECITALS:
WHEREAS, OWner is the owner ot 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 E~ib1t "A" hereto; and
WHEREAS, city has been designated by the U.S. Department of
Housing and Urban Development (HUDl as a Participating Jurisdiction in
the HOME program pursuant to 42 U.S.C. S 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, HUD 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 locateo 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 CF!'.
part 92/ and
WHEREAS, owner, under this declaration, intends, declares, and
covenants that the regulatory and restrictive covenants set ~orth 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-
PRE.SUBMITIAL REC'O
JUN 2 2009
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~EREAS, the project's units will be eligible for rent by
qualified low-income families for the full term stated herein;
DECLARATIONS;
NOW, THEREFORE, in consideration of the promises and covenants
hereinafter set forth and or other valuable consideration, the receipt
and sufficiency of which is hereby aoknowledged, OWner and City agree as
follows;
SECTION 1 DEFINITIONS
All wOrds 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 WAR!UiNTIES or OWNER
OWner hereby represents, covenants and warrants as follows:
(a) The project constitutes or will constitute a qualified Project as
defined in 24 crR S 92.2 and, in consideration of the HOME Program
funds, the project's unites) 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.
(0) 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 HOME 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 successor or other person acquiring the project or any interest
therein, that such acquisition i,1S .subject to the requirements -of this
Declaration and to the requirements of the HOME program. owner agrees
that City may void any sale, transfer, or eKchange 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 Declaration
and the aftordabi1ity requirements of the HOME program.
(e) owner will, at the time of execution and delivery of 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
relatin9 to the Project or othe~ pe~itted encumbrances) .
(f) Owner 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 COVE~TS Page -2-
PRE-SUBMITTAL REC'O
JUN 2 2009
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conflict herewith,
SECTION 3 rERM OF DECLARATION
(a) This Declaration, and the Term. of A!fordability 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 HOKE Program. rhis
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) forecrosure,
(2) transfer in lieu ot "foreclosure, or (3) assignment of an FHA insured
mortgage to HUD. '
SECTION 4 RECORDING AND FILING; COVENAN'I'S TO RUN WITH THE LAND
(a) ~pon execution of this Declaration, by Owner and City, Owner'shall
cause this Declaration and all amendments hereto to be recorded and
filed in the officiel 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 itself and all
futur~ 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,
occupancy and transfer of the Project (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
project) and-its respective successors and assiQns during the term of
this Declaration~ OWner' hereby aqrees 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, de~d or ether 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 sucb eontracts~ deed~ or other instrument hereafter executed
conveying the Project or portion thereof provides that such conveyance
is subject to this Declaration.
SRenON 5 ENFORCEMENT OF AFFO!l.OABLE HOUSING' REQUIREMr:NTS
(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 modification shall be bindin; on third-parties.qranted
rights under this Declaration.
DECLARATION OF RESTRICTIVE COVENANTS fage -3-
PRE-SUBMITTAL RECIO
JUN 2 2009
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(b) ~er acknowledges that the primary purpose for requiring
compliance by OWner with restrictions provided in the Declaration is to
assure comp1ience with the affordability requirements of the HOME
Program, AND BY REASON THEREOF, OWNER IN CONSIDERATION FOR RECEIVING
HOME INVESTMENT PAl\TNERSHIP FUNDS FOR THIS PROJECT HEREBY AGREES AND
CONSEIl'rS THAT CITY, sHALL BE ENTITLED. FOR ANY BREACH or THE PROVISIONS
HEREIN, AND IN ADDITION TO ALL OTHER REMEDIES PROVIDED BY LAW OR IN
EQUITY. TO ENFORCE SPECIFIC PERroRMANCE BY OWNER OF ITS OBLIGATIONS
ONDER TIflS DECLAl\ATION 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.
(cl This Declaration may be enforced by City or its designee in the
event owner fails to satisfy any of the requlre~ents 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.
SZCTION 6 MISCELLANEOOS
(a) severability. The invalidity of any clause, part, or provision of
this Declaratlon shall not affect the validity of the remaining portions
thereof.
(b) Notices. A11'notices to be given pursuant to this Declaration
shall be in writing and ,shall be deemed given when ~ailed 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 writinq.
To Owner:
John Tamulorii.
City ot springfield
225 fifth Street
springfield, OR 97477
/'o\1\~e IIJI LeG, ~A\~
c.~IJ.Ut\,~\:' Hlb ~I~
1t'l'7'2. Molll.. .to,... ~Pl:1> .~;;-*.,.,
To city:
(c) Gover~ina Law. This Declaration shall be governed'by the laws of
the state uf oregon and, where applicable, the laws of the United states
of lImerica.
IN WITNESS WHEREOF, OWner has caused this Declaration to be signed
by its duly autho;ized representati~e, on the day and year first above
written.
OWNER: ~.w~ of 1)l.; g/L&~eN
By: fS}UilA..,A.~tJ..~
, f
Title: 6"-Co6 ~
CITY(\^.
By: \ '(Il.AA-.~
Title: city Manager ~
DECLARATION OF RESTRICTIVE COVENANTS Page
-4-PRE-SUBMIlTAl REC'O
JUN 2 2009
.
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S~ME OJ!' OREGON )
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RIJTIt REED
NOTARY pulllJC.QAEGON
COMMISSION NO. 3l63lil
MY COMMI$SION EXPIRES IliPT 10,
...-...:....~~.......,ail
County 0 f L,ane
Personally appear~d
2001, the above named
foregoing instrument to
e t is ~~~ day of
- - , and
e h s ervoluntary act and
_d~ ~~
Notary gUbllC for oregon
My commission Expires: ?~.4d
S~At'E or OREGON
)ss
)
County of Lane
Personally appeared the above nam~d Mike Kelly as City Manager for
the city,of Springfield and aCknow1~d the f~egoing instrum~nt to be
his voluntary act and deed on this day of ~~
2001. . ()
~ J ~ r... (#~~.~~
Not y Public for Oregon
My ommission Expires: ,<1-1-"\
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JUUI A. WlLlOII
NOIMY PUBlJC.OIl!GIlH
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III aIMMIiSIlN IlI'RS JIJIl' \, 1001
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DECLARATION OF RESTRICTIVE COVENANTS Page'-5-
PRE-SUBMITTAL REC'O
JUN 2 2009
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THIS MAP IS PROVIDED AS A COURTESY OF WESTERN PIONEER TITLE COMPANY
THIS COPY OF ASSESSOR'S MAP IS PROVlOED SOLELY TO ASSIST IN LOcATING SUBJECT PROPERnP~cfL~I~1!rrAl REC'D
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nelu Ligtiliilg Inc.
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Lighting Sciences Inc.
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60'
80'. 24.4
24.4 18.3 122 6.1 Om 6.1 122 18.3 24.4
"
Isofoolc:m~le plot ol~ I75~ ~1l1 AreOl
Cutoff Floodli~ht at 20' (6,1 m),mounting
height, 00 Yerticaltilt, wi_th backlight
. shield located for backlight cutoff. (Plan
view)' .
'80' 6eF' 40' 20' 0;"'~20'-40T 60' 80..... ---
BO' 24.4
60'
40'
1B.3
12.2
6,1
Om
'''1'' 6..1
,12,2,
18.3
20'
0'
20'
40' -----~~-_.:...._.--..:-
-60'
80' "4.4
24.4 1B.3 122 6.1 Om 6.1 12.2 18,3 24.4
Isofootcandle plot of.lS0W l-IPS Area
Cutorr Flnodlighlllt 20' (6.1 mJmounting
hci~ht, 0" yerticaltill, with hacklight.
shield located for buck light cutorf. (Plan
view) .
Ayer'agc Initial Lighl Lcycls at Grade
2 Fixtures per pole @ UIO"
PRE.SUBMITTAL REC'O
800-236-6800
\\,ww,betll-Jig'tlij,NOI1l 2' 20091/.!210&
" /
~\_':>
PUBLIC WORKS DEPARTMENT / Engineering Division
Phone: (541) 726-3753 Fax: (541) 736-1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
Project Name:
" ,
Assessors Parcel
LandUse(s):
Project Sizc (Acres): I I ,,,-,
Approx. ImperVious Area: " 7S <>~"";,}(
Project Description (fncJude a copy of As~essor's map):
Ghl;'''~
0+
6<rt'h ro1
Applicant:
Date:
Phoue #: 'I
I Fax#:
EmaU:
I
/
c
Drainage Proposal (public connection(s), discharge location(s), etc, Attach additional shect(s) if necessary:
')";f';\":t
,
r'n~'\,
.~ ',~.<-.
-','\.}...,rO
, ".'
Pronosed Stormwatcr Best Manal'emcnt Practices:
]
, '
DrainaQe-StiIdv Tvne IEDSi'M Sectio~ 4.03,2): (Note. un mav bc snbstituted for Rational Method)
1lSJ" Small Site Study - (us~Rational Method for calculations)
0, Mid-Level Development Study - (use Unit Hydrograph Mcthod for calculations)
,0 Full Drainage Development Study - (nse Unit Hydrograph Method for c;lculations)
EiiVironmental Considerations:
" [3J W ellb~ad Zone:
D Wetland/Riparian:
"0 Soil Type:
Downstream' Anaivsis:
qq TU T
VI A
o Hillside Development:
U Floodway/FJoodplain:
, 0 Other Juris'dictions
/VIA
f.J/A
}../ iA
"PRE-SUBMITTAL REC'D
JUN 22009
o N/A
0, Flow line for starting water sui-face elevation:
o Design HGL to use for starting water surface elevation:
"~Manhole/Junctiontotakeanalysisto:" Oh);' an. lv,,, 1.+-,;....1 0>'1 6c..~fn
" " " (2,; <In d4 'Y { " "
Return to Matt Stouder@ City of Springfield; email: mstouderfWcisDrinOfield.or.us, FAX: (541) 736'1021
I
"'
'.~ ..
COMPLETE STUDY ITEMS
For Official. Use Only
* Based upon the information provided on the front of this sheet, the following represents a minimum of what isneededfor an
application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield
Deve,lQpment Code (SDC) or thfj City's Engineering Design ManUal. Compliance with these requirements does not constilz!te site
approval; Additional site specific information may. be reqmred Note: Upon scoping sheet submittal, ensure completed form has been
signed in the space Provided beIow-:
Interim Design StandardslWater Qnality (EDSPM Chapter 3)
&q'd N/A
[2g D~ll non,building rooftop (NBR) impervious surfaces shall be pre-treated (e,g, multi,chambered catchbasin w/6i1 filtration
media) for stormwatcr quality. Additionally, a minimum of 50% of the NBR ImperVious surface shall be treated by
. vegetated methods.
~ 0 VIlhere required; vegetative stormwater design shill be consistent with interim design standards (EDSPM Section 3.02), set
, forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS).
IbI o For new NBR impervious area less than 15,000 square feet, a simpJified dysign,'approach may be followed as specified by
, the BES for vegetative treatment ' . ,
LlJ 0 If a storrhwater treatment sw~e is proposed, sub1l1it calculatioiIs/spe~ifications for sizing, velocity~ flow, side slopes, botto~
slope, and seed mix consistent with either BES or CWS requirements.
ICl 0 Water Quality calcnlations as required in Section 3,03,1 of the EDSPM '
~ '0' All building rooftop mounted equipment, or other fluid containing equipment located outside 6fthe building, shall
be provided with ~econdary containment or weather resistant enclosure.
, "
General Study ReqUirements (EDSPM Section 4.03)
.,~ 0 Drairiage study pl'-'pa.J,-,J by a Professional Civil Engineer licensed in the state of O;egon.
[Z] 0 A complete drainage study, as required ill EDSPM Section 4,03,1, including a hydrological study map,
[8] 0 Calculatiorui showing system capacity for a 2-year storm event and overflow effects ofa25,year sio~ event _.~))' ~'~
~, 0 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins, ~YJ 8 ",,,,wrll U (I
Review of D~wnstream System (E])SPM Section 4.03.4.C)
o [2Q A downstream dr';;nage analysis:"; d~scribed in EDSPM Section 4,03.4,C, On,site drainage shall be governed by the
Oregon p,u;nhing Specialty Code (OPSe), ,
o [l';] Elevations of the HGL ;md flow lines f6r both city and private systems wherc applicable,
Design nf Storm Systems (EDSPM Section 4.04)
~ 0 Flow lines, s}opes, rim el~vations, pipe type and SIzes dearly'indicated on tbe plap.set... ..,.
~l - 0 Minimum pipe .cover shalrbe 18 inches for re~nforced pipe and 36 inches for plain concrete and plastic pipe ~aterials,?~
proper engineering calculations shall be provided when less. The coyer shall be sufficient to support an 80;000 lb load
without failure of the pipe structure.
[1:J D Manning's"n" values for pipes shall be consistent with Table 4,1 oftheEDSP, All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0,5 pipe full based on Table 4-1 as well: '
v:.
;
Othcr/Misc
o Existing and proposed contoUrs, located' at one foot interval. Include spot elevations and sItt? 'grades showmg bow sit~ "
drains
o Private stonnwater easements shall be clearly depicted on planswben private stormwl1t~r flows fr9m9n~R.n?p~rtY.~9
@~cr . .
D Dr;w~llkshall.not receive runoff from any surface w/o being treated by one or more B"MPs, willi the exception of residential
buildlng'roofs (EDSP Section 3,03.4,A).. Additional provisions apply to this as reqciredby. the DEQ, Refer to the website:
~.'dea'.state.or.llS/wa/l!roui1dwa/uichome"hcm for more information..' :"' " . .
C8Detention ponds shall be designed to limit runoff to pre-develop.ment rates. for the 2 through 25-year storm events
*This form shall be induded as an attachment, inside the front cover, of the stormwater stUdy
rio:,""
~
.lZl.
~
D
As the en~eer of..record, I hereby cer:tify the above required items are
complete 'and inCluded with the submitted stormw'ater study and plan set Signa1nre
,
Date
Form Version 2: March 2004
"
"",.. ',I
. t " .
ENGINEERING & SURVEYING. INC
STORMw ATER ANALYSIS
FOR
AF~ A APARTMENTS, .
SITE DEVELOPMENT
1072;1082, '& 1096 Main Street
May 29, 2009
"
)...'
A
',~
'EXPIRES .
PRE.SUBMITTAL REC'O
JUN 2 2009
CIVIL / ENGINEERING 0 SURVEYING
P,O: BOX 2527 EUGENE, OR 97402.0152 990 OBIE ST, 541/485-4505 FAX 541/485,5624 WWW,POAGENET
PROJECT OVERVIEW
This report is bemg 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 stormwater
management. The subject property has four (4) addresses listed for four (4) tax lots, tax lots 4600
(1096 Main St.), 4700 (1082 Main St.), 4800 (no address), and 4900 (1062 & 1072 Main St.), all 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 5,635 square feet (sf), Also
included in the redevelopment is a new parking area and widening the existing vehicular accessway
thIough the ~ite which results in a total of about 3,555 sf of new vehicular use paved areas on the site, '
Tbe 'widening of the accessway includes replacement of approximately 7,450 sf of existing paving to
serve the site with a fire a~cess road, Including adjacent sidewalks, the new paved areas will' total
about 5,150 square feet of non-building rooftop (NBR) areas, An existing 10" storin pipe runs
adjacent to the site alorig Main Street, under the planter and sidewalk ai1d will provide public stonn
sewer service for the Development Site, An existing public 8", storm drain,pipe also runs along' tbe
, east side of the Site, Except for tbe,new parking area along the north end of the Site"a11 new and
redeveloped areaS will drain to the 10" pipe in Main Street via one of the two existing pipe 'connections
or through a new connection, The new parking area along the alley on the north end of the Site will
drain through a vegetated Infiltration Rain Garden with an overflow to the 8" public main on the east
side, or redeveloped areas of the Site will drain to this pipe, The Infiltration Rain Garden is sized to
treat flows from tbe new parking area per .the City of Springfield Engineering and Design Standards
. and Procedures Manual (EDSPM, June 2006), Storrrtwater runoff from the remaining redeveloped
vehicular use areas on tbe Site willbe treated using mechanical pre-treatment, and then collected in a
pipe system conveying flows from the new huildingto tbe 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"
DRMNAGEAREASuMMARY
'The subjectproperty contains approximately 45,468 sqUare feet (sf), or just over I ,0 acre on the four
taX lots, The Developmeht Site contains approximately 33,205 square feet (sf); on the three tax lots
with approximately 15,450 sf proposed 'to be impervious buildings or paved areas in the
redevelopment plan, Approximately 4,500 ,sf of tbe 5,150.sf of new NBR will be collected in a curb
and gutter along the southerly side of the new paving area (adjacent to alley ~n north side). '
Stomlwater runoff will drain easterly in the gutter to a Rain Gardenlocated in the northeast comer of
. tI;1esite to be treated vegetat!vely, The 7,450 sf of existing NBR that is being replaced, along with the
remaining 650 sf of new NBR will be treated using mechanical treatment in new catch basins, ' .
WATER OUALITY ffiDSPM Chanter 3)
PRE-SUBMITrAl REC'D.
JUN 2 2009
, ,
, ,
The attacbed City Stormwater Scope.ofWork Sheet requires ail non-building rooftop (NBR)
imperVious areas be pretreated and additionally a minimum of 50')10 of the NBR impervious surface
shall be treated by vegetative methods, The applicants are seeking ail adjustment to the vegetative
treatment requirement standard because of 1inllted space on the site and financial constraints associated
with the project. ..The proposal is to treat I 00% ~f the new NBR areas using vegetative rriethods (Rain
Gardeh) while the existing NBR areas Will be replaC:edai1d treated mechanically, The mechanical
treaterrient wilLbe in t..l-je new catch baSins that will have a grease filtration system that satisfies City,
2
requirements.
GENERAL STUDY REOUIREMENTS CEDSPM Chanter 4)
Hydrologic ~nalysis of the proposed development was done per the City of Springfield Engineering
Design Standards and Procedures (EDSM), adpoted Oqober 2002 (updated April & June 2008), and
per the City Stormwater Scoping Sheet (attached) except as described herein. Aithough the City
ScopirigSheet required modeling flows in the existing 8" pipe that runs along the e~st side of the Site,
this study does not include any modeling for this pipe because no new flows are proposed, to drain to it.
There is also not any reliable information that shows what buildings or parking areas to the east have
connected to this 8" pipe. If all the,adjacent site is assumed to be connected to the 8" pipe, as weli as
the existing building on this site, this pipe would already be over capacity for a 2 year storm, The
Santa Barbara Urban Hydrograph (SBUH) method was used to detemiine peak flows for the 2 year and
25cyear, 24-hour SCS Type lA Design Storm, The SBUH analysis is shown on the attached
spreadsheets, The peak 2-year,developed flow for the Site is 0,22 cubic feet per second (cfs), The
developed peak 25 "year flow from the Site is 0.32 cfs,
DESIGN OF.STORM.SYSTEM CEDSM Section 4.04)
The pipe collection system and Rain Garden are designed to convey storinwater per applicable code
requirements and'meet all other applicable standards, Both the Rain Garden and the pipe systel1l
collecting and conveying flows from the Site to the public storm pipe in Main'Street can handle the
. design flows as shown on'the Hydraulic Calculations for the System (Haestad Methods printouts). The
2 year storm event wiil cause a 6;' ,pipe sloped at 1,0% to be 40% full with a velocity of3,0 feet per ,
second (fps), For the 25'year event, the 6" pipe'will be jusfunder 50 % full and have a velocity oB.4
fps, Both of these show the proposed system will perform up to an exceedinggenenll engineering
practice and the standards ofEDSM Section 4,04,
CONCLUSION
The proposed development of the Site for the Afiya Apa.rhnents co~plies with all applicable stand~ds
of the Springfield Development Code and the City of Spririgfield Engineering Design Standards and
Procedures related to storrilwilter management as outlined herein ,and with the adjustinents requested,
PRE~SUBMITIAlREC1D
JUN 2 2009
o
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__on ~ · ".'= _n~___~ ________n=_ 0'" ;f\i:: r' ~- \~F::: i::::-:r~111l""'"
.----"~ -"----"-------"--:"........(~t"' '\ ')..'\", -.- , . _ -.i.1l'C_':L__,,~..
__no. ----- ---e........n... . .,," J ~ ;,~ ."..
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. ~ w.cW~"f" ,~"', . ,,- "" ,~;;p. '. I __
: TO~........~...~~~J.~___ :., ~~~..\,;,. ~ . 'T'.71'JI-~"'l .....-----\!",..."
: 13}: ~.--- '-, ..a.." \',~ "'" . .....,~ ___ I
~ i./ .... ~ ~<~:.,.""" J ~ ,,' "'~n'::;.~'1':::;5 Sf /~ .__'" ", ___
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17~3541
Tl SOOO
STORM
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255,0'
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STUDY
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Fll~ tL^~iTY so.... fIE ,MEA Of..T~ 1'E".l.U5E SEE
aEfl:El1OI'E '*OwtIOHTHltrw C 000 TO
~\'E NOT BEf~O~TIONS Pl."'~lW'ilE SITE.
~~S~mTIHG"",OYErEH
SUMMARY
AREA 'S '08 sr
AREA:. ." SF
Sl.6.EC~ AREA 33, 7~~ Sf
!::Eva TO EE REMOVED: 5 635 SF
EX 8t.DG />REA ~ EUlG AREA; I . 130 SF
N:lN-VEH:U.AR' ,
I'EW CO\lCR~ ~A~~ mn ! 50 SF
BE REMOVED USE AREAS 385 Sf
EX AC 'v&tCtLAR SDEWALKS: 3 555 Sf
REPlACED wrr~~ USE) AREAS: 3' 680 Sf
f\E:W AC \~U""VI-l""I' lJSE} AREAS: ,
IU 'ni AC IVEHCU.AR
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~
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PRE.SUBMITTAL REe'D
JUN 2 2009
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[ C-002
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AFIYAAPARTMENTS
DEVELOPED CONDITION (2:year' ,wi No infiltration)
Rain Garden
INew Parking'Area 1 only (inel. adjacent sidewalk &: rain garden) design a~ea = 32 sf Ibottom area only
total area ~ 2,651 0,06 (acres) 'design depth ~ 0,25 Ii
perviolis area = 178 0,00
impervious area = 2,473 0,06 Total storage per area & depth listed = 8 cf I
Pervious eN = 86 1 S ~ 1.6279 1 O.2S ~ 0.3256 Peak Req'd Stora2C == 7cf
Imoervious eN = 98 S = 0,2041 O.2S = 0,0408 ------
Peak Rimoff flowrate = 0;03. efs
total depth rain MeaSured p~eability rate =
,Pt= 3.3 (inches) 0,20 inIhr no inltltration used to calc
',dt~ 10 (min) Design"Soil PcrmcaIityRate = 0.10 in/hr storage requirement
Tc= 5 (min) w= 0,5 percolation rate = 0.00 cfs
File No: 4038D2'yr.qpw bypass rate = 0.02 cfs pre-deveJopedrate 2~year
5,07,09, MJK max outflow rate = 0.02 cfs
24--Hour SCS Type lA Design Starin - 2 Year PERVIOUS iMPERVIOUS Incremental Cumulative
Rainfall ' Inere. Rainfall Accum. Accum. lnciem. Accum: lncrem. Total Instant Rlinoff' ,jzeq'd Stor'g ~eq'd Stor'g
Time distr. Rainfall Incremen~ Rainfall Runoff Runoff Ruhoff Runoff Runoff flowrate flowrate Vol In - perc Vol In - peTe
(min) dish. (inches) (inches) - (mches) (inches). (inches) (inches) (inches) (cfs) (cfs\ (cf) (cf)
-~- o ' 0 -0-- 0 0 0 0 0 0 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 0,000 0,00 0,00 0,00 0
30 0.40% 1.20% '0,013 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 0,001 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 0:00 0,00 0
60 0.40% . 2.40% 0,013 0,079 0,000 0,000 0:006 0,003 0,003 0,00 0,00 0,00 o.
70 0.40% 2;80% 0,013 0,092 0.000 0,000 om 0 0,004 0004 0,00 0,00 0,00 ' '0
80 0.40% 3.20% . 0,013 0.106 0000 0,000' 0,016 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% 0,017 , 6,149 0,000 0,000 0,037 0,009 0,008 0,00 0,00 0,00 0
120 0.50% 5.00% 0,017 0,i65 0,000 0,000 0,047 0,010 0,009 0,00 0,00 0,00 0
130 0.50% 5.50% 0,017 0,182 0,000 0,600 0,057 0,010 0,010 0,00 0,00 0,00 0
140 0.50% 6.00% 0,017 0,198 0,000 0,000 0,068 0,011 0,010 0,00 0,00 0,00 ' 0
,150 0.50% 6.50% 0,017 0.215 0,000 0,000 0,080 0,011 0,011 0,00 600 0,06 0
160 0.50% ~ 7.00% 0,017-' 0.231 0,000 0,000 0,092 .0,012 0,011 0:00 0,00 0,00 0
170 0.60% 7.60% 0,020 0.251 0,000 0,000 0.106 ' Om5 0,014 0,01 0,00 0,00 0
180 0.60% . 8.20% . 0,020 0.271 0,000 0,000 0.122 0,015 ",0,014 om 0,00 0,00 0
190 0.60% 8.80% 0,020 ' 0.290 0,000 0,000 0,137 0,016 Om5 0,01 ,0,00 0,00 0
200 0:60% . 9.40% 0,020 ' 0.310 0,000 0,000, 0,153 0,016 om5 0,01. 0,00 0,00 0
210 ' 0.600/0 10,00% 0,020 0.330 0,000 0,000 0,170 0,016 Om5 0,01 0,00 0,00 0
220 0.60% 10,60% 0.020' 0.350" 0.000 0,000 0.186 0,017' 0,015 0,01 0,00 0.00 0
230 0.70% 11.30% 0,023 0.373 0,001 0,001 0.206 , ,0,020 0,018 0,01 0,00 0,00 ,0
240 0.70%' 12.00% 0,023' 0.396 ' '0,003' 0,002 0,226 0,020 0,019 om 0,00 0,00 0
250 0.70% 12.70% 0,023 0419 0,005 0,002 0,246 0,020 0,019 ooi 0,00 0,00 0
260 0.70% 13.40% ' 0,023 0.442 , ~ 0,008 0,003 0,266 0,020 0,019 0,01 ' 0,00 0,00 0
270 0.70%. 14.10010 0,023 0465 0,011 6,003 0,287 0,021 0,0]9 0,01 0,00 0,00 0
280 '0.70% 14.80% 0,023 0,488 0,015 0,004 0.307 0,021 0,020 0,01 0,00 0,00 O.
290' 0.82% 15.62%' 0,027 0:515 . 0:020 0,005 0:332, 0:025 0,023 om 0,00 0,00 0' '
300 0.82%' 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.D25 0,024 0,01 0,00 0,00 0
320 0.82% 18,08% 0,027 0,597 0,039 0,007 0407 0,025 0,024 0,01, 0,00 0,00 0
330 0.82% 18.90% 0,027 0,624 0,046 0,007 0432 0.D25 .0,024 0,01 0,00 0,00 0
340 0.82% J9.72% 0,027 0,651 0,054 ' 0,008 0457, 0.D25 0,024 0.01 0.00 0,00 0
350 0.95% 20.67% 0,031 0,682 0,064 0,010 0486 0,029 0,028 0,01 0,01 0,06 0
360 0:95% 2t.'62% 0,031 0,713 0.D75 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 0,01 0,00 0
380 . 0.95% 23.52% 0,031 ' 0,776 0,098 0,012 0,576 0,030 0,029 0,01 0,01 0,00 0
390 0.95% 24.47% 0,031 <,0,808 0,110 0,012 0,606 0,030 0,029 om 0,01 0,00 0
400 0.95% 25.42% 0,031 0,839 0,123 0,013 0,636 0,630 0,029 om om 0,00 0
410 1.34% 26,76% 0,044 0,883 0,142 0,019 0,678 0,042 "0,041 0,02 ~:~~ PRE.~~~MITTAL ~EC'D
420 1.34% 28.10% 0,044 0,927 0.162 0,020 0,721 0,043 " 0,041 0,02
430 1.34% 29.44% 0,044 0,972. 0,183 0:021 0,763 0,043 0,041 0,02 0,01 J19?- 22rfb9
24-Hour SCS Type IA Design Stormc- 2 Year PERVIOUS IMPERVIOUS , ,Incremental Cumulative
Rainfall Inere. Rainfall AccUlIl. Accum. Increm. ACCUllL Incrern. Total Instant ' Design Req'd Stor'g Req'd Stot'g
Time distr. Rainfall Increment ~ainfall Runoff Runoff Runoff Runoff Runoff fIowrate. f10wrate Vol In - perc Vol In - perc
(min) _.. di~ti~hes) (inches) (inches) ,(inc~~:Lfinches) (inches), (inches) (cfs) {cffl-. __~ _(d) ,I
440 1.80% 31.24% 0,059 1.031 0.213 0,030 0,821 0,058 0,056 0,02 0,01 6,00 0
450 1.80% 33~04% 0,059 1.090 0.244 0,031 0,879 0,058 0,056 0,02 , 0,0] 0,00 0
460 3.40% 36.44% 0.i12 1.203 0,307 0,063 ,0,988 0.109 0,106 0,04 0,02 0,00 0
470 S.40~ .41.84% . 0,178 1.381 0.415 0.108 L163 0,175 ' 0,170 0,06 0,03 6,80 7
480 2.70% 44.54% 0,089 1.470 0.472 0,057 1.250 0,088 0,086 0.D3 0,02 0,00 7
490 1.80%' 46.34% 0,059 L529 0,512 0,039 1.309 0,059 0,057 0,02 '0,01 0,00 7
500, 1.34% 47.68% 0,044 1.573 0,54] 0,030 1.353 0,044 0,043 0,02 0,01 0,00 7
510 1.34:;0 49:02% 0,044 1.618 0,572 0,030 1.396 0,044 0,043 0.02 0,01 0,00 7
520 1.34% 50.36% 0,044 1.662 0,602 0,031 1.440 o 0:14 0,043 0.D2 0,01 0,00 7
530 0.88% 51.24% 0,029 1.691 0,623 0,020 ' 1.468 0,029 0,028 0,01 0,0] 0,00 7
540 0.88% 52.12% 0,029 1.720 0,643 0,021 1.497, 0,029 0,028 0,0] 0,01 0,00 7
550 .0.88% 53,00% 0,029 1.749 0,664 0,021 L526 0,029 0,028 0,01 ',0,01 0,00 7
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 7
570 0.88% 54.76% 0,029 1.807 '0,706 0,021 L583 0:029 0,028 0,01 0,01 0,00 7
580 0.88% 55.64% 0029 1:836 0,727 0,021" '1.612 ' 0,029 0,028 ' 0.01 ,0,01 0,00 7
590 0.88% 56.52% 0,029 1.865 . 0,748 0,021 1.641 0,029 0,028 0,0] 0,01 0,00 7
600 0.88% -57.40% 0,029 1.894 0,770 0,021 1.670 0,029 0,028 0,01 0,01 0,00 7
610 0.88% 58.28% 0,029 1.923 0,791 0,022 1.698 ,0,029 0,028 0,0] 0,01 0,00 7
0,813 ,6,022 1.727 0,029 '. 0,028 ,0,01 0,01 0,00 7
620 0,88% 59.16% 0,029 1.952
630 0:88% 60.04% 0,029 1.981 0,835 0,022 1.756 0,029 0,028 0,01 0:0] 0,60 7
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 7
650 0.72% 61.64% 0,024 ' 2,034 0,875 0,018 1.808 0,024 0,023 o,oi 0,00 ,0,00 7
660 0.72% 62.36% 0,024 2,058 0,893 0,018 1.832 0,024 0,023 0,01 0,00 0,00 7
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 7
680 0.72% . 63.80% 0,024 2.105 0,930 0,0]8 L879 0,024 0,023 0,0] 0:06 0,00 7
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 ,7
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 7
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 7
720 0.72% 66,68% 0,024 2.200 1:004 0,019 1.973 0,024 0,023 0,0] '0,00 0,00 7
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 7
740 0.72% 68.12% 0,024 2,248 1.041 0,019 2,020 0,024 0,023 om 0,00 0,00 7
750 '0.72% 68.84% 0,024 2,272 1.060 0,019 2,044 0,024 0,023 om 0,00 0,00 7
760 .0.72% 69.56% " 0,024 2.295 1.079 0,019 2,068 0,024 0,023 0,01 .0,00 0,00 7
770 0.57% 70.13% 0,019 ,2,314, 1.094 0,015 2,086' 0,019 ' 0,018 0,01 ,'0,00 0,00 7
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 7
790 '0.57% 71.27% 0,0]9 2.352 L124 0,015 2,124 0,019 0,0]8: 0,01 0,00 0,00 7
800 0.57% 71.84% 0,019 2.371 L139. 0,015 2,142 0,019 0,0]8 0,01 0:00 0,00 7
810 0.57% 72.41% . 0,019 2,390 1.154 0,015 2.161 0.019 0:018 0,01 ,0,00 0,00 7
820 0.57% 72.98% c' 0,019' 2.408 ' 1.169 0,015 '2,180 0,019 '0,018 0,01 0.00 0,00 7
830 0.57% 73.55% 0,019 2.427 Ll84 0,Oi5 2,198 0,019 ' 0,0] 8 ' 0:01 0,00 0,00 7
840 0.57% 74.12% .0,019 2,446 Ll99 0,015 2.2]7 ' 0,019 ' 0,018 0,01 0,00 0,00 '7
850 0.57% 74.69% . 0,0]9 2.465 1.215 0,0]5 ,2.236 0,019 " 0,0] 8 0,01 0,00 0,00 7 "
860 0:57% 75.26%' 0,019 2.484 ' '1.230 0,015 2.254 0,019 6,018 0,01 '0,00 0,00 .7
870 . 0.57% 75.83% 0,019 2,502 ' 1,245 0,015 ' 2.273 0,019 0,018 0,01 '0,06 0,00 7
880 0.57% 76.40% 0,019. ' 2.521 1.261 0,015, 2.292 0,019 0,0]8 ' 0,01 0,00 0,00 7
890 0.50% . 76.90% 0,017 2,538 1.274 ' 0,014 2.308 0,0'16 '0,016 0,0] 0,00 0,00 7
,900 0.50% 77:40%' , 0:oi7 ' 2,554 1.288 0'014 ' .2.325 0,016 " 0,016 0:01 , . 0,00 0,00 . 7
910 0.50% 77.90% 0,017 2,571 1.30i 0,014 ' 2,34'( 0,016, 0:016, 0,01 ,0,00 0,00 7
920, " 0.50%' 78:40% 0,017 2,587, 1.315 0,014 2,357 0,016 ' , 0,016 0,01 0,00 0,06 7
930 0.50% 78,90% P,017 2,604' 1.329 0,014 2,374 0:016 ' 0,016 0,01 0,00 0,00 7
940 0.50% 79.40% 0,017 2.620 1.342 0,014 2.390 '0,016 0,016 0,0] 0,00 0,00 7
950 0.50% 79:90% 0,0]7 2,637 1.356 0,014 2.407 0,016 0,016 601 0,00 006 7
960 0.500/0 80.40% 0,017 2.653 1.370 '0,014 2,423 0,016' , 0,016 '0,01 0,00 0,00 7
970 '0.50% 80.90% 0,017 2,670 1.383 0,014 2,440 '0,016 '0016 . "0,01 0,00 0,00 .7'
'980 0.50%' 81.40% '0,017' 2,686 1.397 0,014 2.456 '6016, 0,016 om' 0,00 0,00 7
990 0.50%" 81.90% 0,017 2,703 1.411 0,014 2.472 0,016 0,016 '0,01 0,00 0,00 7
1000 0.50% 82.40% 0,017 2,719 1.425 0,014 2.489 0,016 0,016 0,01 0,00 0,00 7
1010 .0.40%. 82.80% 0,013. 2.732 1.436 0,011 2,502 0,0'13 0,013 0,00 oo~ 'RE.SIQg9, ~ITTAL REC'D .
1020 0.40% . 83.20% 0,013 2,746 1.447 0,011 2515 0,.013 0,013 0,00 0,0 0,00 r;,.
1030 0.40% 83.60% 0,013 2,759 1.458 0,011 2,528 0,013 .0,013 0,00 0,00 J~I~ 2 ZO~
1040 0.40% 84,00% 0,013 2,772 1.469 0,011 2,541 0,013 ::0,013 0,00 0,00
1050 0.40% .84.40% 0,013 2,785 1.480 0,011 2.554 0,013 0,013 0,00 0,00 0,00 7
24-Hour SCSType lA Design Storm - 2 Year PERVious IMPERVIOUS Incremental Cumulative
Rainfall Inere. Rainfall ACCUlll. Accum. Inerem. . ACCUlD. Inerem. Total Instant Design Req'd Stoi'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff Rlinoff Runoff flowrate flowrate Vol In - pere Vol In - pere
(min) distL. (inches) (inches) (inches), (mches) (inehesL(ineheS) (inches) (efs) (efs) (ef) (ef)
1060 0.40% 84.80% 0,013 2,798 i.491 0,011 2.568 0,013 0,013 0,00, ' 0,00 0,00 7
1070 0.40% ,85.20%' 0,013 2,812 1.502 0,0]1 2.581 0,013 0,013 0,00 0,00 0,00 7
1080 0.40% 85.60% 0,013 2,825 1.513 0,011 2.594 0,013 0,013 0,00 0,00 0,00 7
1090 0.40% 86,00% 0,013 2.838 1.525 0,011 2,607' ' 0,013 0,013 0,00 ' ,0,00 0,00 7
1100 0.40% 86,40% 0,013 , 2.851' T536 0,011 2.620 0,013 0.013 0,00 0,00 0,00 7
1110 0.40% 86.80%. 0,013 2,864 1.547 0,011 2,633 0,013 ,0013 0,00 0,00 0,00 7'
1120 0.40% 87.20% 0,013 2,878 ' 1.558 0,011 2,646 0,013 0,013 . 0,00 0,00 0,00 7
1130 0.40% 87.60% r 0,013 ' 2,891 ' 1.569 0,011 2,660 0,013 0,013 ' , 0,00 0,00 0,00 7
]]40 0.40% 88,00% 0,013 ,2,904 1.581 0,011 2,673 0,013 0,013 0,00 0,00 0,00 7
i]50 0.40% 88.40% 0,013 2,917 L592 0,011 2,686 0:013 0,013 0,00 0,00 0,00 7
1 ]60 0.40% 88,80% 0,013 2,930 1.603 0,011 2,699 0,Oi3 Om3 0,00 0,00 0,00 7
1170 0.40% 89.20% 0,013 2,944 L614 0,011 2,712 0,013 0,013 0,00 0,00 0,00 7
1180 0.40% 89.60% 0,013 2,957 1.626 0,011 2,725 0,013, 0,013 0,00 0,00 0.00 7
1190 0.40%' 90.00% 0,013 2,970 L637 0,011 2,738 0,013 0,013 0,00 0,00 0.00 7
1200 0.40%. 90.40% 0,013 2,983 1.648' 0,01] 2'752 0,013 0,013 0,00 0,00 0,00 7
1210 ' 0.40% 90,80% 0,013 2,996 L659 0,011 2,765 0:013 0,013 0,00 0,00 0,00 7
1220 0.40% 91.20(0 0,013 3,010 1.671 0,011 '2,778 ,0,013 0,013 0,00 0,00 0,00 7
1230 0.40% .91.60% 0,013 3,023 1.682 0,011 . ,2,791 0,013 ' 0,013 0:00 0,00, 0,00 7
1240 0.40% 92.00% 0,013 3,036 L693 0,011 2,804 0,013 0,013 0,00, 0,00 0,00 7
1250 0.40% 92.40% 0,013 3,049 1.705 0,011 2,817 0,013 0,013 0,00 0,00 0,00 7
1260 0.40% 92.80% 0,013 3,062 1.7]6 0,011 2,830 0,013 0,013 0,00 0,00 0,00 7
1270 0.40% 93.20% 0,013 3,076 L727 0,011 2,844 0013 ' 0,013 . 0,00 000 0,00 7
1280 0.40% 93.60% 0,013 3,089 1J39 0,011 2,857 0,013 0,013 0,00 0,00 0,00 7
1290 0.40% 94.00% 0,Oi3 3,102 1.750 0,011 2,870 ' 0,013 , ,0,013 '0,00 0,00 0,00 7
BOO 0.40%. 94.40% 0,013 3,115 1.762 0,011 2,883 0,013 0,013 0,00 0,00 0,00 7
1310 0.40% 94,80% 0,013 3.128 1.773 0,011 2,896 0,013 0,013 0,00 0,00 0,00 7
1320 0.40% 95.20% . 0,013 3,]42 1.784 0,011 2,909 0,013 " 0,013 0,00 0,00 0,00 7
1330 .0.40% 95.60% 0,013 3,155 1.796 oml 2,922 0,013 ' 0,013 0,00 0,00 0,00 '7
1340 0.40% 96.00% 0,013 3,168 L807 0,011 2,936 0,013 0,013 0,00 0:00 0.00 ,7
1350 . 0.40% . 96.40%. 6,013 3,18] 1.8]9 0,011 2,949 0,013 0,013 ' 0,00 0,00 0,00 7
1360 0.40% 96,80% 0,013 3.194 L830 oml' 2,962 0,013 . 0,013 0,00 '0,00 . 0,00 ' '7
1370 . 0.401(0 97.20% 0,013 3.208 1.842 0,011 2,975 ' 0,013 '0,013, 0,00 0,00 0,00 7
1380 0.4Q,% 97,60% 0,013 3,22] 1.853 0,011 2.988 0,013 0,013 0:00 ' 0,00 0,00 7
1390 0.40% 98.00% 0,013 3.234 1.865 0,011 3,001 0,013 ,0,013 0,00 0,00 0,00 7
1400 0.40% 98.40% 0,013 3.247 L876 0,0]2 . 3,015, 0,013 ' 0,013 0,00 0,00 0,00 ' 7
1410 0.40% 98..80% 0,013 3.260 i.888 0,012 3,028 0,013 ' '0,013 0,00 0,00 0,00 7
1420 " 0.40% 99.20% 0,013 ' 3.274, 1:899 0,012 3,041' 0,013 0,013 , 0,00 0,00 0,00 7
1430 0.40% 99,60% 0,013 3.287 L911, 0,012 3,054 0,013' 0,013 0,00 0,00 0,00 7
1440 0.40% 100.0% 0,013 3,300 L922 0,012' 3,067 0,013 0,013 0,00 ,0:00 0,00 7
PRE.SUBMITTAL REC'O
JUN 2 2009
AFIYAAPARTMENTS
DEVELOPED CONDITION (5'year wiNo infiltration)
Rain Garden'
design, area =
design depth =
_ A"- ". -
.1 New Parking Area.I.only (incl. adjacent sidewalk &rain~:garden)
total area ~, 2,651 0,06 (acres)
pervious area = -178 . 0.00
impeIVious area = 2,473 0.06
Pervious eN = 86
Imoervious eN = 98
S - 1.6279 1
S ~ 02041
total depth rain
Pt ~ 3,8 (inches) .
dt~ 10 (min)
Tc~ 5 (min) ,
File No: 4038 D5,yr.qpw
5,07,09, MJK
~
Time
(min)
o
10
20
30
40 '
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290 '
300
310
320'
330
340
350
360
370
380
390
400
410
420
430
24-Hour 5CS Type lA Design Stonn - 5 Year
Rainfail Inere. . Rainfall . Accum.
distr. Rainfall Increment Ramfall
distr. (inches). (inches1
0-- '0 0 (J
0.40% 0,40% 0,015 0,015
0.40% 0,80% 0,015 0,030
0.40% 1.20% 0:015 0,046
0.40% 1.600/. Om5 0,061
0.40% 2,00% Om50,076
0.40% 2.40% Om5 0,091
0.40% 2,80% ,0,015' 0,106
0,40% 320%0,615 0,122
0.40%' 3.60% Om5. 0,137'
0,40% 4,00% 0,015 0,152
0,50% 4,50% 0,019 0,171
0,50% . 5,00% 0,019 0.190
0,50% 5.50% 0.D19 0,209
0,50% 6,00%0,019 0228
0,50% 6.50% 0,019 0247
050%' 7,00%' 0,019 0266
0,60% 7,60% 0,023 0289
0,60% 8,20% 0,023' 0.312 '
0,60% 8,80% 0,023 0.334
0.60% 9,40% 0,023 0,357
0,60% 10,00% '0,023 0.380
0,60% 1'0,60% 0,023 0,403
0.70% 11.30% 0.027 '0.429.
0,70% 12,00% 0,027. 0.456
, 0,70% 12,70% 0,027' 0,483
0,70% 13.40% 0,027 '0509
0,70%, '14.10% 0,027 0536
0,70%14,80% 0,027 0,562
0,82% 15,62%, 0:031 0,594
0,82% 16.44% 0,031 0,625
0,82% 17.26% 0,031 0,656
0,82% 18,08% 0,031 0,687
0,82% 18,90% 0,031 0,718
0,82% 19,72% 0,031 0,749
0,95% 20,67% 0,036 0,785
0,95% 21.62% 0,036 '0,822
,0,95% 22.57% 0,036 0,858
0,95% 23,52%0,036 0,894
0,95% 24.47% 0,036 0,930
,0,95% 25.42% . 0,036 0,966
1.34% 26.76% 0,051 1.017
1.34% 28.10% 0,051 1.068
1.34% 29.44% 0,051,1.119
02S ~ 0,3256 ,'I
02S ~O,0408
32 sf
0.33 ft,
Total storage per area & depth listed =
Peak Req'd Storae:e'=
Peak Runoff f10wrate =
0,5
. Measured permeabilitY. rate =
Design SoilPermeality Rate =
percolation rate =~
bypass rate =
.inax outflow rate =
020 inIhr
0,10 in/hI,
0.00 efs
0.02 cfs
0.02 cfs
PERVIOUS
Aeeum. Inerem.
Runoff Runoff .
(inches) . (inches)
----0-- 0
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
, 0,000 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
0,000 0,000
0,000 0,000
0,000 0,000
0,001 0,001
0,002 0,001'
0003 0,002
0,006 0,003
0,010 0,003
0,014 0,004
:0,019 0,005
0,024 0,005
0,030 0,006
, '0,038 0,008
0,046 0,009
0,056 0,009
0,066 0,010
0,076 o,oi 1
0,088 0,011
0,101 0,014
0,116 0,015
0,131 0,015
'0.147 0,016
0,164 0,017
0,181 '0,017
0206 0,025
0,232 0,026
0260 0,027
IMPERVIOUS
Ae~um. 1ncrem. Total
Runoff Runoff Runoff
(inches) (inches) (inches)
o --6 0
0,000 0,000 0,000
0,000 0,000 0,000
0,000 0,000 0,000
0,002 0,002 0,002
0,005 0,003 0,003
0,010 0,005 0,004
0,016 0,006 0,006
0,023 0,007 0,006
0,031 0,008. 0,007
0,039 0,009 0,008
0,051 0,011 0,011
0,063 0,012 0,011
0,076 0,013 0,012
0,090 0,014,0,013,
0,)04 0,0140,013
0.118 0:DI5 0,014
0,136 0,018 0,017
.0.154 Om8 0,017
0,173 0,019 0,018
'0,192 0,019' Om8
0,212 0,019 0,018,
0,23] 0,020, 0,019
0,255 0,023. '0,022
0,278 0,024 0,022
0.302' '0,024 0,023
0.i26 0,024" 0,023
0.350 0,024 ,0,023
0.375" 0,024 0,023
0.404 . ,0,029 0,027
0.433 0,029 ' 0,028
'0.462 0,029 "0,028
, 0,491 0,029 0.D28
0521 0,029 0,028
0550 0,030 ,0,028
0,584 0,034 0,033
0,619 0,034 0,033
0,654 0.D35 ,0,033
0,688 0,035 '0,033
0,723 0.D35 '0,034
0,758 0.D35 0,034
0,807 0,049 ,0,048
0,857 0,049 ,0,048
0,906 0,050 0,048
Instant
flowrate
(cfs) ,
o
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
om
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
om
0,01
om
0,01
om
0,01
om
om
0,01
0,01
'0,02
0,02
0,02
Ibottom area only
11 cf
11 cf
0,04 cfs
no'inflltration used to calc
storage requirement
pre-developed rate 2-year
Incremental Cumulative
Runoff Req'd Stor'g Req'd'Stor'g
flowrate Vol In - perc Vol In - perc
(cfs) , (ef) .lc!)
-----
o 0 0
0,00' 0,00 0
0,00 0,00 0
0,00 0,00 0
, ,0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
,0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
'0,00 0,00 0
0:00 0,00 0
0,00 0,00 0
0,00 0,00 ' , 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 ,0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 0,00' 0,
0,00 ' 0,00 0
0,00 0,00 0
0,00 0,00 0
0,00 '0,00 0
om 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0
0,01 0,00 0 ,
0,01 0,00 0
~~f RE.Slb'tillIlTTAl R~C'D
0,01 q.oO 9-
0.01 J'd~ 2 200tj
0,01 0,00 ,0
24cHoUT SCS Type lA DeSign Stonn, 5 Year PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall Inere. -Rainfall" Accum. Accum. Increm. ' Accum. lncrem. Total Instant Design Req'd Stor'g Ri:q'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff flowrate flowrate Vol In - pere Vol In - peTe
'(min) distr. .cinches) (inches) (incbes) fincbes) , lincbes) (incbes) (incbes ) (efs) (cis} (cf) (cf)
440 1,80% 31.24% 0,068 U87 0.298 0,038 0,973 ' 0,067 0,065 0.D2 0,01 0,00 0'
450 1.80% 33.04% 0,068 L256 0,338 - 0,040 1.040 0,067 0,065 0,02 0,01 0,00 0
460 3.40% 36.44% 0,129 1.385 6,417 0,079 Ll67 0,127 0,124 0,05 0,02 1.65 2
470 5.40% 41.84% 0,205 1.590 0,553 0,135 1.369 0,202 0.198 0.07 ;;0,04- 9,82 11
480 2.70% 44.54.% 0,103 1.693 0,624 0,071 1.470 0,101 0,099 0'04 0,02 0,00 11
490 1.80% 46.34% 0,068 1.761 0,673 0,049 1.538 0,068 0,066 0,02 0,01 0,00 11
500 1.34% 47.68% 0,051 1.812 0,709 0,037 1.588 0,050 0,049 0,02 0,01 0,00 11
510 1.34% 49,02% 0,051 ' 1.863 0.747, 0,037 1.638 0,050 0,050 0,02 0,01 0,00 11
, 520 1.34% 50.36% 0,051 1.914 0.784 0.D38 '1.689 0,050 0,050 '0,02 0,01 0,00 11
530 0.88% 51.24% 0,033. 1.947 0,809 0.Q25 1.722 0,033 0,033 0,01 0,01 0,00 11
540 0.88% 52.12% 0,033 '1.981 0,834 0,025 1.755 0,033 0,033, ' om , om 0,00 11
550 0.88%' 53.00% 6,033 2,014 0,860 0,025 ' 1.788 0,033 0,033 0,01 0,01 '0,00 11
560 0.88% 53..88% 0.D33 2,047 0,885 0,025 1.821 ' , 0,033 0,033 0,01 0,01 0,60 11
570 0.88% 54.76% . 0,033 2,081 0,911 0,026 1.855 0,033 ,,0,033 om 0,01 0,00 11
580 0.88% 55.64% 0,033 2,114 0,936 0,026 1.888 0,033 0,033. 0,01 0,01 0,00 '11
590 . O.8~% 56.52% 0.033 2.148 0,962 0,026 L921 ' 0,033 0,033 ' 0,01 '0,01 0,00 11,
600 0.88%- 57.40% 0,033 2,181 0,988 0,026 1.954 0.033 0.033 0,01 o,oi 0,00 11
610 0.88% 58.28% 0,033 2.215 1.015 0,026 1.987 0,033 0,933 om ' 0,01 0,00 11
620 0.88% 59.16% 0,033 2,248 L04i 0,026 2,020 0,033 0,033 0,01 om 0,00 11
630 0.88% 60.04% 0,033 2.282 1.067 0,026 2,054, 0,033 0,033 0,01 0,01 0,00 11
640, 0.88% 60,92% 0,033 2.315 ,1.094 0,027 2,087 ' 0,033 0,033 0,01 om 0,00 11
650 0.72% 61.64% 0,027 2,342 Ll16 0,022 2.114 0,027 ' 0,027 0,01 0,00 0,00 11
,660 0.72% 62:36%' 0,027 2,370 Ll38 0,022 2,141 0,027 0,027 om . 0,00 0.00 11
670 . 0.72% 63.08% 0,027 2,397 Ll60 0,022 2,168 Ci.027 ' 0,027 om 0,00 0,06 11
680 0.72% 63:80% 0,027 2.424 1.182 0,022 2,196 0,027 0,027. 0,01 '0,00 0,00 11
690 0.72% 64.52% 0,027 2.452 '1.204 0,022 2.223 0,027 0.027 om: 0,00 0,00 11
700 0.72% 65.24% 0,027 2.479 1.226 0,022 2,250 0,027 0,027 0,01 0,00 0,00 11
710 0.72% 65.96% 0,027 2,506 L249 0,022 2.277 0,027 0,027 0,01 0,00 0,00 11
720 0.72%'. ~66.68"10 0,027 2,534 1.271 0,022 2.304 0,027 0,027 0,01 0,00 0,00 11
730 .0.72% .67.40% 0,027 2,561 1.294 0,022 2.332 0,027, 0,027 0,01 0,00 0,00 11
740 0.72% 68.12% 0,027 " 2.589 1.316 0,023 2.359 0,027 0,027 om 0,00 0,00 11
750 ; 0.72% '68.84%' 0,027 2,616 ,1.339 0,023 2.386.' Om7 . 0,027 om 0,00 0,06 11
760 - 0.72% 69,56% 0,027 2,643 1.361 0,023 2,413 0,027 0,027 ' 0,01 0,00 0.00 11
770 0.57% . 70.1 ~% 0,022 2,665 1.379 0,018 ,2.435 . 0,022 0,021 0,01 0.00 0,00 11
780, 057% 70.70% 0,022 2,687 1.397 0,018 2.456 0,022 0,021 '0,01 '0,00 0,00 11
790 0.57% 71.27% 0,022 2,708 1.416 0,0]8 2.478 0,022 0,02] " 0,01 0,00 0,00 11
,800 0.57% .71.84% 0,022 ,2,730 1.434 0,018 ,2499 ' 0,022 0,021 0,01 0,00 0,00 11
810 .0;57% 72.41% 0,022 2.752 1.452 Om8 2,521 0,022 0,021 om 0,00 0,06 11
820 0.57% 72.98% 0,022 2,773 1.470 0,018 2,543 0,022 0,021 om '0,00 0,00 11
830 0.57% 73.55% 0,022 2,795 i.488 0,018 2.564 0,022 0,021, 0,01 .0,00 0,00 ]1
840 0.57% 74.12% 0,022 2,817 1.506 0,018' 2.586 0,022 6,021 0,01 0,00 0,00 11
850 0.57% 74.69% 0,022 ..2,838 1.525 .Om8 2.607 ' , 0,022 ' 0,021 om 0,00 0,00 11
860 0.~7%' 75.26% ' 0,022 2,860 1.543 ,0,018 2,629 0,022 ,,0,021 ,0,01 600 0,60 11
870 0.57% .75.83% 6,022 ' 2,882 1.561 0,018 2,650 0,022 ,0,021 ' 0,01 0,00 0,00 1]
880 ' 0.57% 76.40% 0,022 2,903 1.580 ' 0,018 2,672 0,022 "0,021, 0,01 0,00 0.66 11
890 0.50% 76.90% 6,019 2,922 1.596 0,016 2,691 0,019 0,019 om 6,00 0,00 11
900 ' 0:50% . 77:40% 0:019 2,941 1.612 0'016 2:710 0,019 0:019 ' 0,01 '0,00 0,00 ' 11
910 0.50% 77.90% 0,019 ' 2,960 1.628 0,0]6 2,729 0,019 0,019 0,01 . 0,00 0,00 11'
920 . 0.50% 78.40% ' 0,019 2,979 ,1.645 ' 0,016 2,748 0,019 0,019 0,01 ,0,00 0,00 11
930 0.50% 78,90% 0,019 2,998 1.661 0,016' 2,766 0,019 0,019' 0,01 0,00 0,00 11
, 940 .0.50% 79.40% ' 0,019 3,017 1.677 .00i6 2,785 0,019 0,019 001 0,60 0,00 11
950 0.50% 79,90% 0,019 3,036' 1.694 0,016 2,804 0,019 . ,0,019 om 0,00 0,00 11
,960 0.50% 80.40% 0,019. 3,055 uio 0,016 '2,823 0019 0,019 0,01 0,00 6,00 11
970 : 0.50% 80,90% ' 0,019 3,074 1.726 0,016 ' 2,842 0,019 ,0,019 0,01 ' 0,00 0,00 11
980 0.50%.. 8L40% . 0,019 3,093 ' 1.743 0,016 2,861. 0,019 ' 0,019 0,01' 0,00 0.00 ' 11
, 990 -0.50% 81.90% 0,019 3,112 1.759 0,016 2,880 0,019 0,019 om 0:00 . 0,00 11
1000 0.50% 82.40% 0,019' 3,131 1.775 0,016 2,899 0,019 ,0,019 0.01 ~.~~ PRHdJ~ VlITTAUREC'D
1010 0.40% 82,80% 0,015 3,146 1.789 0,013 2,914 0,015 ' 0,015 0,01
1020 0.40% 83.20% 0.Q15 3,162 1.802 0,013 2,929 0,015 0,015 0,01 0,00 0,00 1]
1030 0.40% 83,60% 0,015 3,177 1.815 0,013 ' 2,944 Om5 0,015 0,01 0,00 ,Rdb 2 Z@09
1040 ,0.40% .84.00% 0,015 3,192 1.828 0,013 2,960 Om5 0,015 om 0,00 0,00 11
1050 0.40% 84.40% oms 3.207 1.841 0,013 ' 2,975 0,015 ' 0,015 "om 0,00 0,00 11
24-Hour SCS Type lA Desi~ Staim --5 Year PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall . Incre. Rainfall Accum, Accum. !nerem. Accum, Increm. Total Instillt Design Req'd Stofg Req'd Ster'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff . Runoff Runoff flowrate flow~ate Vol In ~ perc VolIn - pere
'(miIi) dlstr. (i~cI1es) '. (inches) (inches) (inches) (inchesL(inches) (inches) lef5) (efs) (ef) (cf)
1060 0.40% 84.80% 0,015 3.222 1.855 0,013 2,990. 0,0]5 ' 0,015 0.Ql 0,00 0,00 11
]070 0.40% 85,20% 0.Ql5 3.238 1.868 0,013 3,005 0.Ql5 0,015 0.Ql 0,00 0,00 11
1080 ,0.40% 85,60% 0,015 3,253 1.881 0,0]3 3,020 0,015 0,015 0,01 0,00 0.00 11
]090 0.40%, 86.00% 0.0]5 3,268 1.894 0,013 3,035 0,015 0,015 0,01 0,00 0,00 ]]
1100 0.40%' 86.40% 0,0] 5 3.283 1.908. 0,0]3 3,050 0,015 0,015 0,01 ,0,00 0,00 11
1110 0.40% 86,80% 0,015 3.298 1.92] . '0,013 3,066 0,015 0,0]5 0,01 0,00 0,00 ]1
1120 0.40% 87.20% 0,015 3314 1.934 0,013 3,081 ,0,015 0.Dl5 0,01 0,00 0,00 11
]130 0.40% .87.60% 0,015 3329 1.948 0,013 3,096 0,015 0,015 0,01 \'0,00 0,00 11
1 ]40 0.40% 88,00% 0,015 3344 1.961 0,013 3:1 ]] 0,0]5 0.Dl5 0,01 0,00 000 ]1
1150 0.40% ' 88,40% , 0,015 3359 1.974 0,013 3,]26 0.Dl5 0,0]5 0,01 0,00 0,00 ]]
1160 0.40% 88,80% 0,015 3374 1.988 0,0]3 3,141 0.Dl5 0.Dl5 0,01 '0,00 0,00 11
1170 0.40% 89.20% 0,015 3390 . 2,001 0,013 3,]56 0,015 0.Dl5 0,01 0,00 0,00 11
1180 0.40% 89.60% 0,015 3,405 2,014 0,013 3.172 0.Dl5 0.Ql5 ' 0,01 0,00 0,00 11
1190 0.40% 90.00% 0,0]5 3.420 2,028 0,013 3,]87 0.Dl5 0.Dl5 0,01 0,00 0,00 11
1200 0.40% 90.40% 0,0]5 3.435 2,041 0,013 3,202 0.Dl5 0.Dl5 0,01 0,00 0,00 11
1210 0.40% I 90.80% 0.Dl5 3.450 2,055 0,013 3.217 0.Ql5 0,015 0,01 0,00 0,00 ]1
1220 OAO% 91.20% 0,015 3.466 2,068 0,013 3.232 0,015 0.Ql5 , 0,01 0,00 0,00 11
]230 0.40% 91.60% , 0,oi5 3.481 2,081 0,01'1 3.247 0,015 0.Dl5 0,01 0,60 0,00 11
1240 0.40%' 92,00% 0.Ql5 3.496 2,095 0,013 3.262 . , 0,0]5 ' 0.Dl5 0,0] , 0,00 , 0,00 ]1
, 1250 0.40% 92.40% 0.Dl5 3,511 '2,]08 0,013 3.278 ' 0,015 0.Dl5 0,0] 060 0,00 ]1
1260 0.40% 92,'80% 0,0]5 ' 3526 2,]22 0,013 3.293 0.Dl5 0.Dl5 0,0] 0,00 0,00 11
1270 0.40% . 93.20% ' 0,015 3,542 2,135 0,013 3308 0.Ql5 0.Dl5 0,0] 0,00 0,00 11
1280 0.40% 93;60% 0,015 3,557 2.149 0,013 3323 '0.Ql5 0,015 0,0] 0:00 0,00 ii
1290 0.40% 9~.00% 0.Ql5 3572 .2,162 0,013 3338 0,0]5 0,015 0.Dl 000 0,00 11
1300 0.40%' 94.40% 0,015 3587 2,176 0,014 3353 0.Ql5 0,015 0,01 0,00 0,00 11
1310 0.40% 94.80% 0,0]5 3,602 ' 2,189 0,014 3369 0,015 0.Dl5 0.Ql 0,00 0,00 11
1320 0.40% 95.20% 0,015 3,618 2.203 0,014 3384 0.Dl5 0,015 ' 0,0] 0,00 0,00 11
1330 0.40% 95.60% 0,015 3.633 2,216 '0:014 3399' 0.Dl5 0.Dl5 '0,0] ,0,00 0,00 11
1340 0.40%. 96.00% 0,0]5 3,648 2,230 0,014' 3.414 0015 0.Ql5 ' 0,01 0,00 0,00 11
'1350 0.40%' 96.40% 0,015 3,663 2,243 0,014 3.429 0.Dl5, '0.Dl5 0,01 0,00 0,00 ]1
1360 0.40% 96,80% 0,0]5 ' 3,678 2,257 0,014 3,444 0.0]5 '0,015 ' 0.Ql 0,00 0,00 ]1
1370 0.40% 97.20% 0,015 3,694 2,271 0,0]4 ' 3.460 0,015 0,0]5 0,01 0,00. ,0,00 11
1380 0.40% 97.60% 0.Dl5 3,709 2,284 0,014.' 3.475 0,015 ,0,015 0,01 0,06 0,00 11
1390 0.40% 98.00% 1 . 0.Ql5 3,724 2,298 0,014 3.490 , 0,015 0.Dl5 o,oi 0,00 0,00 11
1400 ' 0.40% 98.40% 0.015 3,739 2.311 0,014 3,505 , ,O.Dl5 0.Ql5 0,01 ,0:00 0,00 11
1410 0.40% ,98,80% 0.Ql5 ' 3,754 2.325 0,014 3.520 0.Dl5 0.Dl5 0,01 0,00 0,00 11
1420 0.40% 99,20% O.ol5 ' ' 3,770 2339 0,014 3.535 0,015 0,015 0,01 0,00 0,00 11
1430. 0.40% '99.60% 0,015 3,785 ' 2.352 0,014 3550 0.Ql5 0.Dl5 0,01 ' 0,00 0,00 ]1
1440 0.40% 100.0% 0015 3,800 2366 0,014 3,566 ' .0,015 0.Dl5 0,01 0,00 0,06. 1]
PRE.SUBMITTAl REC'O
JUN 2 2009
24,Hour SCSType lA Design Storm, 25 Year PERvious IMJ'ERVIOUS. Incremental Cumulative
Rainfall Inere. Rainfall Accum. Accmn. Increm. Accum. ", !nerem. . Total Instant . Design Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall . Runoff . Runoff Runoff Rrinoff Runoff ' f:1O\vrate flowrate Vol In;-'perc Vol In -pere .
(min) distr. _(inches) '(inches) (inches) .(incheS~ _ (inches) (inches) (inches) (cfs) (efs) (cf) (d)
------ ---------------- .-----
440 1.80% 31:24% .' 0,086 1:500 0,492 0,056 1.280 0,085 0,083 0.03 '0,02 0,00 0
450 1.80% 33.04% 0,086 1.,586 0550 0,058 1.365 0,085 0,083 0,03 0,02 0,00 0
460 ' 3.40% 36.44% . 0,163 1.749 0:664 0,114 1.526 0,161 ' 0,158 0,06 0,03 5.45 5
470 5.40% 4].84% 0.259 2,008 0,855 0.191 1.783 '0,257 0.252 0,09 0,05 15,86 21
480 2.70% 44.54% 0,130 2,138 0,955 0,099 '),911 0,129 0.127 0,05 0,02 1.98 23
490 1.80%- 46.34% 0,086 , 2.224 1.022, 0,068 1.997, 0.086 0,085' 0.03 0,02 0,00 ' 23
500 1.34% 47,68% ,0,064 ' 2.289 1.073 0,051 2,061, 0,064 0,063 0,02 om 0,00 23
510 1.34% 49.02% 0,064 2,353 1.124 0,051 2,125. 0,064 0:063 0,02 ' 0,01 0,00 23
520 1.34% 50.36% 0,064 2,417 1.176 0,052 2.189 0,064 0,063 0,02 om '0,00 23
.530 0.88% 51.24% 0,042 . 2,460 1.210 0,034 2.231 0,042 ,0,041 0,02 0,01 0,00 23
540 0.88% 52.12% 0,042 2,502 1.245 0,034 2.272 0,042 0,041 0,02 0,01 0,00 23
550 0.88% 53.00% 0,042 2544 1.280 0,035 2.314 0,042 0,041 0,02 0,01 0,00 23
560 0.88% 53.88% 0,042 2,586 1.314 0.035 2.356 0,042 0,042 0,02 0,01 0,00 23
570 0.88% 54.76% 0,042 ,2,628 1.349 . 0.035 2.399 0,042 0,042 0,02 0,01 0,00 23
580 0.88% '55.64% 0.042 2,671 1.384 0,035 2,441 0,042 0,042 0,02 '0.01 0,00 23
590 0.88% 56.52% 0,042 2,713 1.419 ' 0,035 2.483 0,042 0,042 0,02 0,01 0,00 23
600 0.88% 57.40% 0,042 2,755 ' 1.455. 0.035 2.525 0,042 0,042 0,02 0,01 ' 0,00 23
61Ci 0.88% 58.28% 0,042 2,797 i.490 0,036 2,567 0,042 0,042 0,02, 0,01 0,00 23
620 0.88% 59.16% 0,042 2,840 1.526 0,036 . 2,609 0,042 ' 0,042 0,02 0,01 0,00 23
630 0.88% 60.04% 0,042 2.882 1:562 0,036 i651 . '0,042 , 0,042 0,02 om ' 0,00' 23
640 0.88% 60.92% 0,042 2,924 1:598 0,036 2,693 0,042 0,042 '0,02 om 0,00 . 23
,650 0.72%. 61.64% 0,035 2,959 1.627 0,029 2,727 0,034 0,034 om ' 0,01 0,00 23
660 0.72% 62.36% . 0.035 2,993 1.657 0,030' 2,762 0,034' 0,034 om om 0,00 23
670 0.72% ,63,08% 0.035 3,028 1.686 0,030 2.196 0,034 0,034 ' 0,01 0,01 0,00 23
680 0.72% 63,80% 0.035 3,062 1.716 0,030 2,830 0,034 0,034 0,01 '0,01 0,00 23
690 -0.72%. ~.52% 0.035 3,097 1.746 0,030 2,865 Oc034 0,034 om om 0,00 23
0.72% 65.24% 0,035 2,899 ' 0.034 ,
700 3.132 ' 1.776 0,030 0,034 ,0,01 om ,0:00 23
710 0.72% 6596% 0,035 3.166. 1.806, 0,030 2,934 0,034 '0,034 0,01 o,oi 0,00 23
720 0.72% 66,68% 0,035. 3.201 1.836 0,030 2,968 , 0,034 0,034 0,01 0,01 0,0(, 23
730, 0.72% 67.40% ~ 0.035 ' .3,235 1.866 0,030 3,003 0,034 0,034 0,01 0,0] 0,00 23
740 0.72% 68.12% 0.035 3,270 1.896 0,030 3,037 0,034 0,034 0,01 10.01 0,00 23
750, 0.72% 68.84% 0.035 3.304 ' 1.926 0,030 3,071 0,034. 0,034 0,01 '0,01 0,00 23
760 ' 0..72% 69,56% 0.035 3.339 ' 1.956 0,030 3.106 '0,034 0,034 0,01 0,01 0,00 23
770 0.57% 70.13% 0,027', 3.366 1.980 0,024 3,133 0,027 0,027 om ,0,00 0,00 . 23
780' 0.57% 70.70% 0,027 3.394 2,004 0,024 3.160 0,027 0,027 0,01 0,00 0,00 23
790 0.57% 71.27% 0,027 3,421. 2,029 0,024 3188 ' :0,027 ,0,027 0,01 0,00 0,00 23
800 0.57% 71.84% 0,027 ' 3 .448 2,053 0,024 3,215 0,027 . 0,027 0,01 0,00 0,00 23
810 .0.57% 72.41% 0,027 3.476 2,077 0,024 3,242 ..' 0,027 0,027 om 0,00 0,00 ' 23
820 _-.0.57% 72.98% ,0,027 '3,503 2,101 0,024 3,270 0,027 0,027 om 0,00 0,00 23
830 0.57% 73.55% 0,027 3,530 2.125 0,024 3,297 '0,027 0:027 ,0,01 0,00 0,00 23
840 0.57% 74.12% 0027 ' 3558 2.150 0,024 3.324 0,027 0,027 0,01 0,00 0,00 23
850 0.57% 74.69% 0,027 3,585 2,174 0,024 3.351 0027 ' 0,027 ' 0,01 0,60 0,00 23
860 0.57%' 75.26% ' 0,027 3,612 2.198 0,024 3.379 ' ,0,027 ' 0,027 ' 0,01 :0,00 ,0,00 23
870 0.57% 75.83% -. 0,027 .3.640 2,223 0,024 3.406 0,027 0,027 0,01 0,00 0,00 ' ,23
880 0.57% .76.40% 0,027 3,667 ,2.247 0,024 '3.433 0,027 ,0,027 '0,01 0,00 0,00 23'
890 0.50% 76.90% 0,024 3,691 2,268 0,021 3.457 0,024 0,024 0,01 0,00 , 0,00 23
'900 0:50% . 77.40% . 0,024 ':' 3,715 2.290 0:021 ' 3.481 0:024 ' ,'0,024 . 001" 0'00 . 0:00 23
910 0.50% 77.90% 0,024 3,739 2.311 0.021 3505 0,024 0,024 om 0,00 0,00 23,
920 0.50% . 78.40% 0,024 .3,763 2.333 ' 0,022 3529 0,024 0,024 0,01 0,00 0,00 ,23
930 0.50% 78,90% '0,024 3,787 2.354 0,022 3,553, ' 0,024 , 0,024 0,01 0,00 0,00 23
940 0.50% 79.40% :0,024 3,811 2.376 0,022 3577 0,024 0,024 0,01, . 0,00 0,00 23
950" 0.50% 79,90% 0,024 3,835 2.398 ' 0,022 3,601 0,024 ' , 0,024' 0,01 0.00 0,00 23
960 0.50% 80.40% q,024 '3,859' 2.419 0,022 3,625 0,024 0,024 0,01 0,00 0,00 23
970 .0.50% 80,90% ' 0,024 ' 3,883. 2,441 ' 0,022 3,649 0,024 ' 0,024 0,01 0.00 0,00 23
980" .0.50% 8L40% 0,024 3,907 2.462 0,022 3,673 0,024 ' 0,024 0,01 0,00 0,00 .23
990 0.50% 81.90% 0,024 3,931 2,484 0,022 3,696 0,024 0,024' 'om 0,00 0,00, 23
1000 0.50% 82.40% 0,024 3,955 2506 0,022 3,720 0,024 0,024 om ffi~ .SUB~~;~IAl REq~D
, iOIO 0.40% 82.80% ' . 0,019 '3:974 2,523 0,017 ),740 0,019 0,0]9 0,01
1020 0.40% 83.20% 0,019 3,994 2541 0,017 3,759 0,019 ' 0,019 0,01 . 0,00 JUN 000 i 2009 23
1030 0.40% 83:60% 0,019 4,013' 2,558 0,017 3,778 0,019 0,019 0,01 0,00 0,00 ' 23
1040 0.40% 84,00% 0,019 4,032, 2575 0,017 3,797 0:019 0,019 0,01 0,00 0,00 23
]050 . 0.40% 84 .40o/~ 0,019 4,051 2:593 0,017 3,816 0,019 " 0,019, 0,01 0,00 0,00 23
> '
24,HoUT,SCS Type 1A Design Storm, 25 Year PERV10US lMPERV10US Incrementil Cuinulative
RainfaJ1 Inere. Rainfall AccUm. Accum. Increm.. Accum. Iilcrem. Total Instant Design Req'd Stoi'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall, Runoff Runoff Runoff Runoff Runoff 'f]owra.te flowrate Vol m-pcrc Vol In - perc
(min) distr. (inches) (inches) (incheS) (inches) (Inches) (incheS) (inches) (efs) (efs) (ef) (ef)
---- -- -------------.-. ---
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 23
1070 0.40% 85.20% 0,019 4,090 2,628 0,017 3,854 0,0]9 0,019 0,0] .0,00 0,00 23
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 23
1090 0.40% 86.00% 0,019 4,128 2,663 0,017, 3,893 0,019' 0,0]9 ' 0,01 0,00 0,00 23
, 1100, 0.400/0 86AO%' 0,019 4,]47 2,680 0,017 3,9]2 0.019 0,019 0,01 0,00 0,00 23
]]]0 0.40% 86.80% 0,0]9 4.166 2.698 0,017 3,93] 0,0]9 0,019 0,01 0,00 0,00 23
1]20 0.40% 87.20% 0,0]9 4,186 2,715 0,018 3,950 0,019 0,0]9 O.DJ 0,00 0,00 23
]130 0.40% 87,60% 0,019 4,205 2.733 0,018 3,969 0,019 0,019 0,01 0,00 0,00 23
1140 0.40% 88.00% . '0,019 . 4.224 2,750 0,018 3,989 0,019 O.DJ 9 O.DJ 0,00 0,00 23
, 1150 0.40% 88.40% 0,019' '4,243 2,768 0,018 4,008 0,019 0,019 0,6i '0,00 0,00 23
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 23
1] 70 .0.40% 89.20% 0,019 4,282 2,803 0,018 " 4,046 0,019 0,019 0,01 0,00 0,00 23
)']80 0.40% . 89.60% 0,019 4.301 2,820 0,018 4,065 0,019 0.DJ9 0,01 0:00 . 0,00 23
1190 0.40% 90,00o/~ 0,019 ' 4.320 2,838 0,018 4,084 0,019 0.DJ9 0,01 0,00 0,00, 23
1200 0.40% 90.40% 0,019 4.339 2,855 0,018 4.104 0,019 0,019 0,01 0,00 0,00 23
1210 0.40% 90.80% 0,019 4.358 2,873 ' 0,018 ' 4,123 ' 0,019 0,019 0,01 0,00 0,00, 23
1220 0.40% 91.20% 0,019 4.378 2,891 0,018 4.142 0,019 0,019 0,01 0,00 0,00 23
1230 0.40% 91.60% 0,019 4.397 2,908 0,018 4,161 0,019 0,019 0,01 0,00 0,00 23
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 23
1250 0.40% 92.40% 0,019 4.435 2,944 0,018 4,199 0,019 0.019 0,01 0,00 0,00 23
1260 0.40% 92.80% 0019 4.454 2.961 0,018 4.219 '0,019 0,019 0,01 0,00 0,00 ' 23
1270 0.40% 93,20% 0,019 4.474 2,979 0,018 4.238 0,Oi9 0,019 0,01 0,00 0,00 23
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 23
1290 0.40% 94.00% 0,019 4,512 3,014 0,018 4.276 0,019 0019 0,01 0,00 0,00 23
1300 -0.40% 94.40% 0,019 4.531, 3,032 0.'018 4.295 0,019 0,019 O.DJ 0,00 0,00 23
1310 0.40% 94.80% 0,019 4.550 3,050 0,018 4.314 0,0]9 0,0]9 O.DJ 0,00 0,00 23
1320 0.40% 95.20% 0,019 4.570 3,067 0,018 4.334 0,019 ' ,0:019 O.DJ ,0,00 0,00 23
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 ' 23,
1340 '0.40% 96,00% 0,019 ' 4,608 3.103 0,018 4.372 0,019 '0,019 0,0] 0,00 : 0,00 23
1350 0.40% 96.40% 0.019 4,627 3,121 ,0,018 ' 4,391 ,0,019 0,019 0,01 0,00 0,00 23
1360 0.40% "96.80% 0019 4,646 3,138 0,018 4.410' ,0,019 . 0,019 0,01 .0,00 , '0,00 23
1370 0.40% 97.20% 0,0]9 4,666, 3,156 0,018 4,429 0,019 0,019 0,01. '0,00 0,00 23
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 23
1390 "0.40% 98.00% 0,019 4,704 3,192 0,018 ' 4.468 0,019 0,019 ,0,01 0,00 0,00 23
1400 0.40% 98.40% 0,019 . 4,723 3.2lO 0,0]8 4.487 ',0,019, 0,019 0,01 0,00 0,00 23
]410 0.40% 98,80% 0,0]9 4,742 '3.227 ' 0,0]8 4.506 ' 0,019 .'0,019 0,01 ' 0.00 0,00 23
1420 0.40% 99,20% 0,0]9 4,762 3,245 0,01& 4.525 0,019 ' 0,019 '0,01 0,00 0,00 23 '
1430, 0.40% 99,60% 0,019. 4,781 3,263 0:018 4,544 ' 0,019 0,019 0,01 0,00 0,00 23
1440 0.40% 100.0% 0,019 4,800 3,281 0,0]8, 4,563. 0,019 0,019 0,0] , 0,00 0,00 23
. PRE-SUBMIITAL REC'O.
JUN 2 2009
."
AFIY A AP AR:I'MENTS .'-
DEVELOPED CONDITION (iOO'year wiNo infiltration)
Rain Garden
\New Parking Area'l only (incl. adjacent sidewalk & rain garden) 1 design area =_ 32 sf, IbOtto~ area only
total area = 2,651 0,06 (acres) design deoth = 0,9 ft
perVious area = 178 'OJ){)
impervious area = 2,473 0,06 Total storage per area-& depth listed = 29 cf
1 Pervious eN = 86 S ~ 1.6279 0,2S ~ 0.3256 Pea~)~~q'd Storage = 28 cf
Impervious eN = 98 S~ 0.2041 0,2S ~ 0,0408
Peak Runoff flo'wrate == 0.05 cfs
total depth rain "'
Pt~ 5.2' (inches) Measured 1.?errneabilitt rate == 0.20 inJhr no infIltration used to calc
dt~ 10 (min) Design-Soil PerJneal~ty Rate = 0.10 in/hr storage ~equirement
T(C' 5 (min) W" 05 percolation rate = 0.00 cfs
File No: 4038 D100,yr,qpw bypa~s rate = 0.02 cfs pre-developed rate 2-year
5,07,09, MJK . maX outflow rate = 0,02 cf,
24,HoUT SCS Type 1A Design Starin, 100 Year ' PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall lnere. ' Rainfall ACCUffi. Accurn. Increri1. Accum. -!nerem. Total instant Runoff Req'd Storig Req'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff' flowrate flowrate Vol In - perc Vol In:.. perc
(min) disti. (irlches) (inches) (inches) . (inches) (inches) . (inche~i lL~che~2 (cfs) (cfsL.. (cf) (cf)
0 0 0 0 0 0 0 0 0 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 0,600 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 0,06 0,00 0
50 0:40% 2.00% 0,021, 0,104 0,000 0,000 om5 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 O.D1l 0,010 0,00 '0,00 0,00 0
80 0.40% 3.20% 0,021 0.166 0,000 0,000 ' 0,048 ' 0:012 ' 0,011 0,00 0,00 0,00 . 0
90 0.40% 3.60% 6.021 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 0,006 0,000 0,094 0:019 ',,0,017 0,01 0,00 ' o,oq 6
120 0.50% 5.00% 0,026 0.260 0,000 0,000 0,114 0,020 0.D18 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.D1 0,00 000 0
140 . 0.50% 6.00% 0,026 0.312 0,000, 0,000 0,155 0,021 0,020 0,01 0,00 '0,00 6
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.D1 0,00 0,00 0
190 0,60% 8.80% 0,031 0.458 0,010 0,004 ' 0,280 0.D28 0,026 0,01 0,00 0,00 0,
200 0.60% 9.40% 0,031 0~89 , o,ois 0,005 0.308 0.D28 ' 0,026 0,01 0,00 0,00 0
210 .0.60% 10.00% 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 0.551 '.0,027 ' 6,007 0.365 0,029 0,027 0,01 0,00 0,00 O.
230 0.70% 11.30% 0,036 0588 0,036 0,009 0.398 0,034 0,032 0.D1 O,O( 0,00 o ,
, 240 0,70%' 12,00% 0,036 0,624 ,0,046 0,010 ' 0.432 '0,034 ,6,032, 0,01 0,01, 0,00 0'
250 0.70% 12.70% 0,036 . ' 0,660 0,057 0,011 0,466 0,034, 0,033 0,01 0,01 ,0,00 0
260 0.70%' '13.40% 0,036 0,697 0,069 , 0,012 , 0500 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.D1 0,01 ' 0,00 0
280 .0.70% 14.80% '0,036 0,770 0,095 0,014 0569 0,035 ' 0,033 om , 0,01 0,00 0
, 290 '0:82% 15.62%. 0.043. . 0,812 ,,, 0,112 0,017 0610 0,041, ,0,039 .0,01 ' 0,01 0,00 '0
300 0.82% 16.44% 0,043 0,855 0,130 0.D18 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 ' , 0,040 0,01 0,01
" 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 om 0,01 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 0,047 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 om 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. 1223 0,319 0,028 ' 1.008 0,048 0,047 6,02 0,01 0,00 0
390 0.95% 24.47% 0,049 1272 0.348 0,029 1.057 0,048 0,047 0,02 O'f '0,60 0
400 0.95% 25.42% 0,049 1.322 0.378 0,030 'Ll05 0:048 0:047 0,02 o. II~E.SU&MmAl R~'D
410 _ 1.34% 26.76% 0,070 1.392 0.422 0,044 1.173 0,068, 0,067 0,02 0, ] 0,00
420 1.34% 28.10% 0,070 ,1.461 0.467 0,045 1242 0,069 0,067 0,02 0,01 JUt,po 2 20091
430 1.34% 29.44% 0,070 1.531 0.513 0,046 1.311 0,069 0,067 0,02 0,01 0,00 0
, 24-Hour SCS Type lA Desigri Storni ' 100 Year PERVIOUS IMPERVIOUS increm'ental Cumulative
Rainfall mere. . . Rainfull Accum. ACCUIll. lncrem. Accum. Increm. Total 'Instant Design. Req'd Stor'g Req'd Stor'g
Time distr. Rainfull Increment Rainfall Runoff Runoff Runoff Runoff ~unoff flowrate flowrate Y.911n - pere Vol In - perc
(miri) distr. (inches) _,(inches) (inche~-.CinchesL' (inches) (i!lch~?l (!i1ch_t:? L (efs) (cfs) . (et) (cf)
440 1.80% 31.24% 0,094 ,1.624. 0,576 0,064 1.403 0,092 0,090 0,03 0.Q2 0,00 0
'450 1.80% 33:04% 0,094 1.718 0,642 0,066 1.495 0,092 0,091 0,03 0,02 0,00 0
460 3.40% 36.44% 0,177 1.895 0,770 0.128 1.670 0,175 0,172 0,06 0,03 6,97 7
470 5.40% 41.84% 0.281 2.176 0,984 0,2]4 1.949 0.278 '0.274 ,0.10 0,05 18,27 ' 25
480 2.70% 44.54% 0.140 2.316 1.095 0,111 2,088 ' 0,139 0.137 0,05 om 3,19 28
490 1.80% 46)4% . 0,094 2.410 1.170 0.Q75 2.181' 0,093 0,092 0,03 0:02, . 0,00 28
500 1.34% 47.68% 0,070 2.479 1.227 0,057 2.250 0,069 0,068 0,03 0,01 0,00 28
510 1.34% 49.02% 0,070 ,2,549 1.284 0,057 2.319 0,069 0,068 0,03 0,01 0,00 28
520 1.34% 50.36% 0,070 2,619 1.341 0,057 2.389 0,069 0,069 0,03 ,0,01' 0,00 28
530 0.88% 51.24% 0,046 2,664 1.379 0,038 2.434 0046 0,045 0,02 0,01 0,00 28
540 0.88% 52:12% 0.046 2,710 1.417 0,038 2.480 0,046 0,045 0.Q2 0,01 0,00 28
550 0:88% 53.00% . 0,046 2,756 1.456 0,038 2,525- 0,046 0,045 0,02 om, 0,00 28
560 0.88% 53.88% 0,046, 2,802' ,1.494 0,038 2,571 0,046 0,045 0,02 ,om 0,00 28
570 0:88% 54,76% 0,046 2,848 '1.533 0,039 2,616 0,046 0,045 ,0,02 0,0] 0,00 28
580 0.88% 55,64% 0,046 2,893 1.571 0,039 2,662 0.046 0,045 0,02 om 0,00 28
590 0;88% 56.52% 0,046 ' 2,939 1.610 0,039 2.708 0,046 0,045 ,0,02 0,0] '0,00 28
600 0;88% 57.40% 0,046 2,985 1.649 0,039 2.753 0,046 0,045 0.Q2 0,01 ,0,00 28
610 0:88% 58.28% 0,046 3,031 1.689 0,039 2,799~ 0,046 0,045 0,02 ' 0,01 0,00 28
620 ' 0.88% 59,16% 0,046 3,076 1.728, ' 0,039 2,844 0,046 0,045 0,02 0,01 0,00 ,28
630 0.88% 60.04% 0,046 3.122 1.768 0,040 2,890' 0,046 0,045 0,02 0,01 '0,00 28
,640 0.88% 60.92%, 0,046 3,168 1.807 0,040 2,935- 0,046 0,045' 0,02 0,01 0,00 , 28
650 0.72% 61.64% 0,037 3,205 1.840 0,033 2,973 0,037 0.Q37 0,01 0,0] 0,00 28
660 ' 0.72% 62_36% 0.037 3.243 1.872 0,033 3,010 0,037 0,037 0'01 0,01 0,00 28
670 0.72%- 63.08% 0.037 3.280 1.905 0,033 3,047 0,037 0,037 0,01 0,0] 0,00 28
680 q.72% 63.80% 0,037, 3.318 1.938 0,033 3,085 0,037 " 0.Q37 0,01 0,01 0,00 28
690 0.72% . 64.52% 0,037 3.355 1.971 0,033 3.122 0,037 0,037 ,0,01 0,01 0,00 28
700 0.72% . 65.24% 0,037 3.392 2,003 0,033 3.159 0,037 ' 0,037 om '0,01 0,00 28
710 ,0.72% 65,96% 0,037 3.430 2,036 0,033 3,197, 0,037 0,037 0,01 0,01 0,00 28
720 0.72% 66.68%' 0,037 3.467 2,069 0,033 3,234 0,037 0,037 0,01 0,01 0,00 28
730 0.72% 67:40% 0,037 3,505 2,103 0,033 3,27]' 0,037 0,037, 0,01 om 0,00 28
740 0.72% 68.12% . 0,037 3,542 i136 0,033 3.309 0,037 0,037 0,01 om ,0,00 28
750 ' 0.72%, 68;84% 0,037 '3,580 2,169 0,033 3346 ' 0,037 0,037 om 0,01 0,00 28
760 0/72% 69.56% 0,037 3,617 2:202" 0,033 ,3.383 0,037 0,037 0,01 0,01 0,00 28
770 '0.57% 70.13% 0,030' 3,647 ' 2.229 0,026 3,413 0,030 '0,029 0,01 0,01 .0,00 28
780, .0:57% 70'.70% 0,030 30676 2,255 0,026 3,442 0,030 0,029 om 0,01 0,00 28
790 0.57% 7L2?% . 0,030 3,706 2,282 0,026 ' 3.472 0,030 ' 0,029 0,01 ooi 0,00 28
800 0.57% 71.84% 0,030 3,736 2308 0,027 3,501 0,030 0,029 0,01 0,01 ' ,0,00 28
810 0.57% 72.41% 0,030 ' 3,765 . 2.335 ' 0,027 3,53] 0,030 0,029 om 0,01 .0,00, 28
820 0.57% 72.98% 0,030 3,795 2,361 0,027 3.561-.. 0,030 0,029 om 0,01 0,00 28
830' 0.57.% 73.55% 0,030 3,825 2.388 '0,027 3.590 ,,0030 0,029, 0,01 ,0,01 ' 0,00 28
84l), ,0.57% 74.12% 0030, 3,854 2.415 0,027 3.620 0,030 0,029 0,01 0,01 0,00 28
850 0.57%. 74.69% 0,030 3,884 2.441 0,027 '3,649 0,030 " 0,029 0,01 , 0,01 ,0,00 ,28
860 0.57% 75.26% 0,030 ' 3,914 ,2.468, 0,027 3,679 0,030 0,029 0,01 0,01 0,60 ' 28
870 0.57% 75.83% .' 0,030 3,943, 2.495 0,027 ' 3.708 0,030 - , 0.029, om ' 0,01 0,00 28
880 0.57% 76.40% , 0,030 ,3973 2522 0,027 3,738 0,030 . 0,029 om 0,01 '0,00 28
890 0.50% 76.90% 0,026 3,999 2.545 0.024 3,764 0,026 0,026 om 0,00 0,00 28
-900 '0.50% :77.40% 0,026' 4,025 2.569 0024 3,790 '0,026 :0026 , o (ll 0:00, 0:00 ,28,
910 0.50% 77:90% 0,026 4,051 2,592 '0,024 3.816 0,026 '" 0,026. ',0,01 0,00 0,00 28
920 .0.50% 78.40% 0,026 4,077 2,616 0,024 3,842 0026 0,026 0,01 0,00 0,00 28
930 : 0.50%. 78,90% 0,026 4.103 2,640 . 0,024 3,868 ,0,026 0,026 0,01 0,00 0,00 28
940 0.50% 79.40% 0,026 '4,129 2,663 0,024 3,894 0,026 0,026 0,01 0,00 0,06 28
950 .0.50% 79.90% 0,026 '4,155 2,687 . 0,024 3,920 0,026 0,026 ' 0,0] 0,00 0,00 28
960 0.50%' 80.40% 0,026 4.181 2,711' 0,024 3,945 0,026 0,026 0,01 0.00 0,00 28
970 '0.50% 80,90% 0,026 4.207 2.734 0,024 3,971 0,026 ,,0,026 0,01 0,00 0,00 28
980 ' 0.50% 81.40% : 0,026, ' 4.233 2,758 0,024 3,997' 0,026 " 0,026 0,0] 0,00 0,00 28' '
990' 0.50% ,81.90% 0,026 ' 4.259 ' 2,782 0,024 4,023 0,026 0,026 ' om 0,00 0,00 28
1000 0.50% 82.40% 0,026 4.285 2,806 0,024 4,049- 0,026 0,026 0,01 ~~~ RE.Sl~ill~mrAl PzfC'D
1010 0.40% 82.80% 0,021 4.306 2,825 0,019 4,070 '0,021 0,021 0,01
1020 , 0.40% '83.20% 0,021 ' 4.326 2,844 0,019 4,091 '0,021 0,021 0,01 0,00 Jl~l~~ 2 20~~
1030 0:40% 83.60% '0,021 4.347 2:863 0,019 4.1]2 0,021 0,021 ' om 0,00
1040 0.40% 84,00% 0,021 4.368 ,2,882 ' 0,Oi9 4,132 0,021 0,021' 0,01 0,00 0,00 28
, 1050 ' 0.40% 84,40% 0,021 4.389 2.901 0,019 4,153 0,021 ' 0,021 0,01 ' 0,00 0,00 28
24,Hour SCS Type lADesignStorm, 100 Year PERVIOUS IMPERVIOUS llcremental Cumulative
Rainfall mere. Rainfall Accum. Accum. Iricrem. Accum. lncrem. Total Instant Design Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff -Runoff Runoff RUnoff Runoff flowrate flowra~e Vol In - pere Vcillri - pere
(min) dis1L _(!~ch~s) _ Jinches) (inches) (inches) (inches) (inches) (inches) (cful~,Jcf") (cf) (cf) ,
1060 0.40% 84,80% 0,021 4.410 2,920 0,019 4.174, 0,021 0,021 b,OI 0,00 0,00 28
1070 , 0.40% 85.20% 0,021 4.430 2,939 0,019 4,195 0,021, 0,021 0.01 0,00 0,00 28
1080 0.40% 85.60% 0,021 4.451 2,958 0,019 4215 0,021 0,021 0.01 ,0,00 0,00 28
1090 0.40% 86,00% 0,021 4.472 2,977 0,019 4,2'16 0,021 0,021 o,oi 0,00 0,00 28
1100 0.40% 86.40% 0,021 4.493 2,997 0,019 4257 0:021 0,021 0.01 0,00 0,00 28
1] 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 28
1120 0.40% 87.20% ,0,021' 4,534 3,035 0,019 4298 0,021 0,021 0,0] ,0,00 0,00 28 '
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 28
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 28
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 28
1160 0.40% 88.80% 0,02] 4,6]8 3,1l2 0,019 4.381 0,021 0,021 0,01 ,0,00 0,00 28
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 28
1180 0.40% 89,60% 0,021 4,659 3,150 0,019 4.423 0,021 0,021 0,01 0,00 0,00 28
1190 0.40% 90.00% 0,021 4,680 3,169 0,019 4.444, 0,021 0,02] 0,01 0,00 0,00 28
1200 0.40% 90.40% 0,021 4,701 3,189 0019 4.464 0,021 0,021. 0,0] 0,00 0,00 28
]2]0 0.40% 90,80% 0,02] 4,722 3208 0,019 4:485 0,021 '0,021 0,01 0,00 0,00 28
1220 b~40% 91.20% 0,021 4,742 3,227, 0,019 4,506 . 0,021 0,021 0.01 6,00 0,09 28
,1230 0.40% 91.60% 0,021 4,763" .3,247 0,019 4,527 0,02] 0,021 ' ,om , 0,00 0,00 28
1240 0.40% 92,00% ' 0.021 4,784 3266 0,019 ' 4,548 0,02] 0,021 ' 0,01' 0,00 0,00 28
]250 0.40% 92.40% 0,021 4,805 3,285 0,019 4,568 0,021 .. 0,021 ' 0.01 0,00 0,00 28
']260 0.40% 92,80% 0,021 4,826 3.305 0,019 ' 4,589 0,02]' 0,021 0,0] 0,00 0,00 28
1270 0.40% 93.20% 0,021 4,846 3.324 0,019 ' 4,610 002] . 0,021 0.01 0,00 0,00 28
1280 0.40% 93.60% 0,021 4,867 ' 3.343 0,019 4.631 0,021 , 0,021 0,0] 0,00 0,00 28
,.-; 4888 0,00
1290 '0.40% 94.00% 0,021 3.363 0,019 4,651 0,021 0,021 0,01 0,00 ' 28
1300 0.40% '94.40% 0,02] 4,909 3.382 0,019 4,672 0,021 0,021 0,01 0,00 '0,00 28
1310 0.4'0% 94.80% 0,021 4,930 3.40] 0,019 4,693 0,021 0,02] 0,0] 0,00 o,oc, 28
1320 0.40% 95.20% ,0,021 4,950 3.421 0,019 4,714 0,021 ' 0,021 0,01 '0,00 O,OC 28
1330 0.:1-0% 95.60% 0,021 4,971 3,440 0,019 4,734 0,021 ,0,021 0,01 0:00 ,0,00 28
1340 0.40% 96,00% 0,021 4,992 3.460 0,Oi9 4,755 0,021 0,021 0,01', 0,00 0,00 28
1350 0.40% 96.40% 0,021 5,013 3.479, 0,019 4,776 0,02] 0,021 ' om 0,00 0,00 28
1360 ' 0.40% 96,80% 0,021 ' 5,034 3.498 .,0,019 4,797 '0,021 ' 0,021 om 0,00 '0,00 28
1370 0040% ,97,20% 0,021 5,054 3518 0,0]9 4,817 0,021 0,021 0,0] 0,00 0,00 28
1380 '0.40% 97,60% 0,021 5,075 3537 0,0]9 4,838 0,021 0,021 0,01 ,0,00, 0,00 28
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 28
HOO 0.40% 98.40% 0,021 5.117 3576 ' 0,019 4,880 " 0,021 0,021 om 0:00 0,00 :28
1410 0.40% 98,80% 0,021. 5,138 3,596 0,019, 4,90] 0,021 '0,021 0.01 0,00 . 0,00 '28
]420 0.40% 99.20% 0,021 5,158 3,615 0,019 4,92] '0,02] 0,021 0.01 0,00 0,00 '28
1430 0.40% 99,60% 0,021 5.179 3,635 0.019 4,942 0,021 0,021 0,0] , 0,00 0,00 28 '
1440 0.40% JOO.O% 0,021 '5,200, 3.654 .0,019 4,963 0,021 . 0,021 ' 0,01 0,00 0,00 28
, '
PRE.SUBMITTAl REC'O
JUN 2 2009
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POAGE ENGINEERING
& SURVEYING, INe. . If r
PROJECT 11" hy 6\
. JOB NO,
1031&
P.O. Box 2527. Eugene, OR 97402-0152
"(990 Obie Street)
(54') 485-4505 - FAX (54') 485.5624
BY VV\J~
DATE
S/2.9/(J C(
PAGE t
OF 2.....
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; .' IT:cl-.:1.-I.::l:.+r - . .u_,--,t._-I--- ---rfT-t l=l- -. - "-'!iE. _"U C.'__ --- --~ .-'-- -- -'"
r Ht'-# ,IT--:-" .n.,_+__._ I .-+t!-t:t~I~t+nf=~.-r. _,.n_n_._____+__ I ~
E, I~l=~ =0 !: ~ * E * =,: t t ~ = ='. f-? ~ t ~m ~~: #; =': T iiJt~ ~ ~== ~ =f.::::; -ii'~ =: =,= = ~ ~ =
L__. '1+ II . I -- , ::t.:___ . i 1'- -I I I +-
~:::._ l:.-1i=jj',-, '+e+1 :...L .::!::.::.:::.-:-::.i:=c:f:::::=-~'.:::.==t+~t::._.L- .L....--tt ,'-'-'l'---
c: = - _'_::: ~:::l-J~:.f:::b:.: - "1= ::b .:.-::::::.:. +: ::.: +:: :: ::j::t:::. I ij- :.:=t:: ..L~. - - . - - :.:::: j-:::::
H-.. . t::n ::ffi=L~+I-,-+::-.ln-T' . ",...L.. - . --- t'- -+ -(.+ -tt=.,~, t, - -'.-.' '-I-~----',---#-
IT * - -- -j-j- - -r __L. n.. _j.L -,~ui- u --, *j ~_. .-+-- -,--" .. .
r~ - "'. - ,-- ,..l.. ---;- - _r . - +u . + +'. - - - -, -- ~. - - =ft' '. 1- + - no' - - - - -f- j--" , ..
H---- I' I I I . -- --- L - tt J . I ...L
t:t:\no - +.1= T + +- -'+ -- u .' ...L -- -1---. - - n - . - u'_. , '..L. - +t -, -. .:.... ~! I I
n~::~ -=H--r-' ,-:f-:i}+..;j-..-.I.----l:...-_.i-+T-' t: I I_!'l... !~~tf..rH.~:'" ...L
I - ::!:: - - u - - - n' -,- - :L n - 1:: - .' + -- - =+=.. - - c,' - -. + -'-j-' --1+ F if!t:':tt't - ~.. '
.::.::::_,_ .:::.n'::::.:_L,' __ ,n _I+__u__.n._ T 1._., .+.H"--' ,--- -" 1 -
.L.. -:::L+-1I....~--.: _ ._~ tlr~...I'" : ::n.~i.. . :-I_.r...:: ..L,.~ :=-1.--:=: 1= = f=.: .........-.r:::::: n.I._ c W=il=l',QlJ=~=
~+: ' .. t --. _-on_it ~-- -t~- #: ---~-.-f+.*-K--1=F--+::J:f---, I -+=$-
n!-j::+f+'t+,t,.:::.l=t=t+i=H+ 1 ' ,i=,:j:t\:t+tt-:~ti=F+t,:.H+: ,,'~::'4t-=:+,:11 I! I 1-#,:,- , 'J
POAGE ENGINEERING
& SURVEYING, INC.
PROJECT
A-Rvr"
,
JOB NO. 4P 58
P.O. Box 25'27. Eugene; OR 97402~0152
. '(990 Obie Street)
(54') 485-4505' FAX (54') 485-5624
..."r
, BY _YlI-J K . DATE
s/t"i 11J'i.
PAGE .2... OF L.
Pipe 1 @ 1 %
Worksheet for Circular Channel
Project Description
Project File
Worksheet
Flow Element
Method
, 'Solve For
1:\projects\haestad\llowmaster liles\4038 slm,lm2
Pipe 1
Circuli" Channel
Manning's Formula
Channel Depth
I nput Data
Maimings Coefficient 0,011,
Channel Slope 0,010000 ftlft
, Diameter 4,00 ih
Disctiarqe ,0,06 cfs
Results
Depth 0,12 ft
FiowArea 0,03 ft'
Wetted Perimeter 0,43 .ft
Top Width 0,32 ft
Critical De'pth 0,14 ft'
Percent Full ' 36,51
Critical Slope 0,0059971t/ft
, Velocity 2,22, ftls
Velocity Head, 0,08 ft
Specific Energy 0.20 ft
Froude Number 1,31
,Maximum Discharge 0,24 cfs
Full Flow Capacity 0,22 cfs
Full Flow Slope, 0,000810ftlft
Flow is supercdtical.
PRE-SUBMITTAL REC'D
JUN 2 2009
06/01/09
02:43:07 PM
Haestad Methods, Inc. 37 Brookside Road Waterbury,.CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of l'
Proiect Description
Project File
Worksheet
Flow Element
Method
Solve For
Pipe 2 @ 1.0%
Worksheet for Circular.Channel
f:\projects\haestad\llowmaster files\4038 stm.fm2
Pipe 2
Circular Channel
Manning's Formula
Channel Depth
I nput Data
Ma~nihgs Coefficient
Channel Slope
Diameter
Discharqe
Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Percent Full
., Critical Slope
Velocity
Veiocity Head
Specific' Energy
Froude Number
Maximum Discharge
: Full Flow Capacity
Full Flow Slope
Flow is supercritical.
06/01/09
02:44:33 PM
0,011
0.010000ft/it
4.00 in
0.08 cfs
0,14 It
0.03 It'
0.46 It
0.33 It
0.16 It
41.20.
0.006198 ft/It
2.36 Itls
0.09 It
0.22 It
1.29
0.24 cfs
. 0.22 cis
. 0.001265 ft/It
PRE.SUBMITTAL RECID
JUN 2 2009
Haestad Methods, Inc. 37. Brookside Road Waterbury: CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of 1
Project 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 Siope
.Flow is supercritical.
06/01/09
02:45:26 PM .
Pipe 3 @ 1.0%
Worksheet for Circular Channel
f:lprojectslhaestadlflowmaster filesl4038 stm.fm2
Pipe 3
Circular Channel
Manning's Formula
Channel Depth.
0.011
0.010000 ftlft
4.00 in.
0.08 cfs
0.14' ft
0.03 IF
0.46 ft
0.33. ft
0.16 ft
41.20
. 0,006198ft1ft
2.36 ftls
0,09 ft
0.22 ft
1.29
..0.24 cfs
0.22 cfs
0,001265 ftlft
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
cPRE.SUBMITTAL REC'D
JUN 2 2009
FlowMaster v5.13
Page 1 of 1,
Project Description
Project File.
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient.
Channel Slope
Diameter
Discharqe
Res u Its
Depth.
Flow Area
Wetted Perimeter
.Top VVidth
. Critical Depth
Percenl.Full
Critical Slope
Velocity
Velocity. Head
Specific Energy
Froude Number
Maximum Discha'rge
Full Flow Capacity
Full Flow Slope
. Flow is supercriiical.
06/01/09
02:48:21 PM
Pipe 4 @ 1.0%
Worksheet for Circular Chahnel
1:lprojectslhaestad\llowmaster filesl4038 stm.lm2
Pipe4
Circular Channel
Manning's Formula
Channel Depth
0.011
0.010000 ftlJt
4.00' in
0.05 cis
0.11 It
. 0.02 It'
OAO It
0.31 It
0.12 It
32.04
0.005868 ftllt
2.07 Ills
0.07 It
0.17 It
1.31
0.24 cis
0.22 cfs
0.000494 ftllt
PRE-SUBMITTAL RECIO
. JUN 2 2009
Haestad Methods,;ln~. . 37 Brookside RoadWaterburY,.Cr0670B (203) 755-1666
FlowMaster v5:13 .
Page 1 of 1
~ Project Description
Project File
Worksheet
Flow Element
Method '
Solve For
Input Data
Mannings Coefficient
Channel Slope
Diameter
Discharqe
Results
Depth
Flow Area
Welted 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
06101/09
. 03:21 :09 PM
,.
PipeS@ 1.0%
Worksheet for Circular .Channel
f:\projects\haestad\flowmaster files\4038 slm.fm2
Pipe"
Circular Channel
Manning's FOrn1uia
Channel Depth
0.011
0.010000 ftlit
4,00 in
.0.15 cfs
0.20 It
0.05 It'
0.59 It
0.33 It
0.22 It
59.72
0.007624 ftllt
2.76 ftls
0.12 It
0.32. It
1.19
0.24 cfs
0.22 cfs
0.004448 ftllt
'"
Haestad Methods, I~c. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
PRE-SUBMITTAL REC'D
JUN 2 2009
FlowMaster ....5.13
Page, 1 011
, .'
Project Description
Project File.
Worksheet
Flow Element
Method
Solve For"
Input'Data
Mannings Coefficient
Channei Slope'
Diameter
Discharqe
Results
Depth
'Flow Area
\~etted 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.
06/01/09
03:28:01 PM
Pipe 6@ 0.64%
Worksheet for CircularChaimel
1:\projects\haestad\llowmaster files\4038 stmJm2
Pipe 6
Circular Channel
Manning's Formula
Channel Depth
0.011
0.006400 Wit
'6.00 in
..0.16 CIs
'0,19 It
0.07 It'
0.66 . It
0.48 It
0.20 It
37.66
0.005186 Wit
2.37 ftls
0.09 It
0.28 It
1.12
'0.57 CIs
0.53 CIs'
0.000582 ftllt
J'
...
Haestad'Methods, Inc. 37 Brookside Road Waterbury, CT 067~B :(203) 755-1666
c
PRE-SUBMITTAL REC'D
JUN 2 2009
FlowMaster vS.,13
Page1'of1
Project Description
ProjeCt File
\{Vorksheet
Flow Element
Method
Solve For
Input Data
Manhings Coefficient
Chah nel Slope
Diameter
Discharge
Results
Depth
Flow Area
Welted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head..
Specific Energy.
Froud"; Number
Maximum Discharge
Full Flow Capacity
F~II Flow Slope
Flow is supercritical. .
06/01/09 .
04:14:28 PM
Pipe 7@ 0.57%
Worksheet for Circular Channel
f:lprojectslhaestadlflowmaster filesl4038 stm.fm;Z
Pipe 7
Circular Channel
Manning's Formula
Channel Depth
0.011
0.005800 ft/ft
6.00" in'
0.17 cfs
0.20 ft
0.07. ft'
0.68 .ft
0.49 ft
0.21 ft
39:98
0.005218 ft/ft
2.32 ft/s
0.08' ft
0.28 ft
1.06
0.54' cfs
0.50 cfs
0.000657 ftlft
'Haestad Methods, 'Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
PRE-SUBMITTAL REC'D
JUN 2 2009
FlowMaster v5.13 "
Page 1 of 1
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 subcritical.
06/01/09
"'04:17:48 PM
Pipe 8 (2 yr,5min@ beg)
Worksheet for Circular Channel
I:\projects\haestad\fiowmaster files\4038 stmlm2
Pipe 8
Circular Channel.
Manning's Formula
Channel Depth
0.011
0.004450 It/ft
8.00 in
0.06 cfs
0.11 It
0.04 ft2
0.57 It
0.50' It
0.11 It
17.01
0.004871 fl/ft
1.52 fl/s
0.04 It
0.15 It
0.96
1.02 cfs
0.95 cfs
0.000018 fl/ft
Haestad Methods, Inc. 37 Brookside Road Waterbury, ~T 06708' (203) 755-1666
PRE-SUaMITTAl REC'D
JUN 2 2009
FlowMaster vS,13
Page 1 of 1
Proiect Description
Project File
Worksheet
Flow Element
. Method
Solve For
Input Data
. Mannings Coefficient
Channel Slope
Diameter
Discharqe .
Results
Depth'
. Flow Area
Welled 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 subcntical.
.06/01/09
04:18:23 PM
Pipe 8 (2 yr,5min @midpt)
'Worksheet for Circular Channel.
1:\projects\haestad\llowmaster liles\4038 stm.fm2
Pipe 8 .
.Circular Channel
Manning's Formula
Channel Depth
0,011
0.004450 ft/It
8.00 in'
0.37 cfs
0.29 It
.0.14 ft2
0.96 It
0.66' It
0.28' It
43.26
0.004773 Wit
2.56 ft/s
0.10 It
0.39 It
0.96
1.02 cis
0.95 cfs
0,000671 ft/It
Haestad Methods, -Inc. 37 Brookside Road Waterbury, CT0670B .(203) 755-1666
PRE.SUBMITTAl REC'D'
JUN 2 2009
FlowMaster v5.13
Page 1 of 1
.:,
Project 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 subcritical.
06/01/09
04:18:55 PM
.'
~ ,,'
Pipe 8 (2yr,5min @ end)'
. Worksheet for Circular Channel
1:\projects\haestad\llowmaster files\4038 stm.lm2
Pipe 8
. Circular Channel
Manning's Formula
. Channel Depth
0.011
0.004450 ftlft
8.00 in
0.59 ds
0.38 ft .
0,21 ft'
1.14 ft
0.66 ft
0.36 .ft
56.95
0.005232 ftlft
2.87 ftls
0.-13 ft
0.51ft
0.91
1.02 cfs
0.95. cfs
.0.ci01707ft1ft
"
"( ,
PRE-SUBMITTAL RECIO
JUN 2 2009
Haestad'Methods;'lnc. 37 Bro.okside Road Waterbury, CT 06708 (203)755-1666
FlowMaster \15.13
Page 1 of 1